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EL-07-21-1804, 1298 NE 95th St (2)C-L-G7-0-/6O'(19C -0'7- I6i -IS -7(, Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner — vvorKers k..ompensation insurance cxernption Florida Lary requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Slat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry -who employs one or more part-time or full-time employees.. including the owrier. must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation. or in the case of an LLC. a statement attesting to the minimum 10 percent ownership: The officer is listed as an officer of the corporation in the records of the Florida Department of State. Division of Corporations: and The corporation is registered and listed as active with the Florida Department of State. Division of Corporations. No more than three corporate officers per corporation or limited liability company members are alloyed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers* compensation exemption and has acknowledge that he or she will not use day labor. part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor. part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND t NDFRSTAND ITS CONTENTS. Signature Ow r State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of OC4v&xr 20 2Z. ti By w 1" y �J _`�¢� who is personally kno,,A•n to me or has produced as identification. Notary: `��„r°ruin VivienneYao ,Z' :�-cis Comm.:0222410 SEAL: ;; , , ,o� Expires: Jan.M,2026 Notary Public. state of Florida S�ORES Gi a.,, _ milli ^ Miami shores Village Building Department �C0R1DP' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. jZ'COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE' D. � COPY OF WORKERS COMPENSATION INSURANCE' �i✓ //\/ (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE' E. COPY OF WORKERS COMPENSATION INSURANCE' (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■■■■■aa■■■■xaaaa■■■■a■■a■■a■■■■■■■■■■■■■■■■■■K9aa0w■■a■■■■■■■ a■■ a a■■■■ a a a■■■■■■■■■■■■■■■■■ BUSINESS NAME: BUSINESS ADDRESS: BUSINESS PHONE: ( ) CELL PHONE ( ) CITY FAX NUMBER ( ) QUALIFIER`S NAME: STATE ZIP QUALIFIER'S LIC NUMBER: rzEc —F'41VZ1D 0 19 Amok IVA` Subsoil Investigation Report prepared by: ederal gineering esting, Inc. Client. Yuri Morales Contact: Yuri Morales Address: 302 NE 92nd Street Miami, FL 33138 Project. Proposed 2 Story Residence Address: 1298 NE 95th Street Miami Shores, FL 33138 Monday, June 3, 2019 hnical I Materials Testing I Inspections I Environmental Dederal OQn g i n e e r i n g OOQesting, Inc. Table of Contents Client Information --------------- Project Information ------------- General Soil Descriptions ---- Foundation Recommendations Excavations ----------------------- Grading---------------------------- Appendices Soil Boring Log(s) Project Location Soil Boring Location(s) Soil Classifications Sampling Procedures Limitations of Liability For Your Information Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com pg. 1 pg. 1 pg. 1 pg. 2 pg. 3 pg. 3 pg. 4 Our findings in this report are based on soil conditions encountered in the test bore locations only, proposed structure to be built, (if available at this stage), Florida Building Code requirements and standard engineering practices. If your report is preliminary (i.e. vacant land or building to be demolished) additional borings are required within the foot print of the proposed structure once the location & layout of the proposed structure is known. Please read this report in its entirety and follow all recommendations. Failure to do so may result in the permitting agency (Building Department, etc.) withholding the Certificate of Occupancy. This will cause delays and additional costs. The Permitting Agency will require a final certification or signing off of the project prior to issuing the Certificate of Occupancy. All of our recommendations need to be followed to receive a final certification from F.E.T., including densities on each lift, demucking verification, piling inspection, etc., whichever recommendation applies to your proj ect. Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another Engineering Firm, you must verify they will provide you with the proper certification in writing, as outlined in our report. Our firm will only provide a certification letter if it has verified all work as recommended in our report. 3370 NE 5th Avenue I Oakland Park Florida 33334 6 VJ/MIAM Approved Laboratory �fr Dederal 0_1ngineering oesting, Inc. Monday, June 3, 2019 Yuri Morales 302 NE 92nd Street Miami, FL 33138 Attn.: Yuri Morales RE: Subsoil Investigation Proposed 2 Story Residence 1298 NE 95th Street Miami Shores, FL 33138 Dear Sirs: Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com Job Order Number 19SB336 Pursuant to your request, Federal Engineering & Testing, Inc. has completed a subsoil investigation on 05-30-2019 at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to foundation preparation and design. A total of two (2) SPT borings were performed according to ASTM D-1586, one (1) drilled down to a depth of thirty-six feet (36), one (1) drilled down to a depth of thirty feet (30) and one (1) DCP boring was performed according to ASTM D-6951 drilled down to a depth of fifteen feet (15) below the existing ground surface. (See attached field sketch for locations). The following is a general description of soil stratas for the subject site: Depth From To Description of Soils 0" 6" Topsoil & Vegetation 6" 3' Pale Brown Sand 3' 7' Pale Brown Sand with Rock 7' 13' Gray Silt 13' 20' Brown Sand with Rock 20' 36' Rock with Pale Brown Sand Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of four (4) feet below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. The boring log(s) attached present a detailed description of the soils encountered at each location. The soil stratification shown on the boring log(s) is based on the examination of the recovered soil samples and interpretation of the driller's field log. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Monday, June 3, 2019 1298 NE 95th Street Miami Shores, FL 33138 Page 2 © ederal ngineering 8 Qesting, Inc. Based on our understanding of the proposed structure and the information obtained from our field boring logs; it is evident that deep foundation systems are needed to support the proposed new structure without detrimental settlement to the structure. Per the Florida Building Code FBC 2017, Chapter 18; deep foundation systems shall consist of one of the following alternatives: Allowable Allowable Tension Approximate Depth Allowable Lateral Alternatives Size Compression Pile Pile Capacity in Driven Capacity In Tons Capacity in Tons Tons Pin Piles/ Push Piers 35' or Refusal 4 Inch 5 Tons 1 Ton N/A Helical Piles 35' or Refusal 3 Inch 12 Tons 6 Tons N/A Auger Cast Piles 35' BELS 12 Inch 25 Tons 12 Tons 1 Ton Auger Cast Piles 35' BELS 14 Inch 35 Tons 17 Tons 2 Tons *BELS - Below Existing Land Surface* Estimated Lateral Load for a Pile Top Deflection of '/ inch. Proposed pile length based on the existing ground elevations at the time of drilling. Pile length may vary depending on proposed grade beam elevations and inconsistent soil profiles. In the case of pin, helical and precast piles a minimum of four (4) test piles shall be driven to determine production pile length. All work shall be in accordance with the local Building Code and Coastal Zone Construction Requirements (if required). Helical pile bearing capacity is dependent on helix numbers, size and spacing. The foundation contractor will be able to provide the most cost effective combination of helix designs. The above depths are the minimum depths required to achieve design capacities. Predrilling might be required to achieve design depths. All slabs for the subject structure shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer. All work shall be conducted by an experienced Florida Licensed Specialty Piling Contractor. All piles shall be designed by a professional engineer and shall be placed under the supervision of our Geotechnical Engineer to verify compliance with our recommendations. If the pile is not reinforced over the entire length, we recommend a single #7 reinforcing steel bar be placed the full length of the pile to verify pile continuity. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations. In the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (i.e.: predrilling, jetting, hydraulic push, etc...). The minimum center to center spacing of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1-3/4 times the diagonal dimensions of rectangular piles, but in no case less than 30 inches. The installation of adjacent piles (located within 4 feet of each other) on the same working day is not recommended. We recommend that adjacent piles not be installed until the initial grouted pile has set overnight. The grout used in the pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days. Monday, June 3, 2019 1298 NE 95th Street Miami Shores, FL 33138 Page 3 ederal ngineering esting, Inc. Any underground structures such as grease traps, septic systems, etc. must be supported on pile foundations, unless the deleterious material (i.e.: silt, muck, peat, etc...) is excavated in its entirety and replaced with compacted washed gravel such as pea rock or #57 stone below the water table elevations and clean granular materials above the water table. Excavations shall not extend within one (1) foot of the angle of repose next to existing footings or structures unless underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and Trench Safety Act requirements. Shorings shall be designed and inspected by a Florida licensed professional engineer. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlement. All outside ground surfaces must be sloped away from the structure to avoid water accumulation and ponding. All rain waters shall be discharged away from all building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundation. Regardless of the thoroughness of a geotechnical exploration, there is always the possibility that conditions may be different from those of the test locations; therefore, Federal Engineering & Testing, Inc. does not guarantee any subsoil condition between the bore test holes. A site plan showing the location of the proposed structure was provided at the time the soil borings were performed. Once plans and specifications have been finalized and drawn, Federal Engineering & Testing, Inc. shall be provided a copy of the finalized plans and specifications for review. For a more accurate portrayal of subsurface conditions, the site contractor should perform test pits. If different conditions are encountered, Federal Engineering & Testing Inc., shall be notified to review the findings and make any recommendations as needed. In accepting this report the client understands that all data from the soil borings is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. For Environmental due diligence, a Phase I and/or Phase H Environmental Site Assessment is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal .Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project. Please feel free to contact us if we may be of further service to you. Sincerely, Keith LeBlanc., P.E. '1l f Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization # 5471 Monday, June 3, 2019 1298 NE 95th Street Miami Shores, FL 33138 Page 4 Appendices Aedera' gineering esting, Inc. Dederal Anesting, gineering Inc. SPT Test Boring Report Client: Yuri Morales Project: Proposed 2 Story Residence Address: 1298 NE 95th Street Miami Shores, FL 33138 Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com 3370 NE 5th Avenue Oakland Park, Florida 33334 Date of Test: May 30, 2019 Hole No.: B-1 Location: See Attached Drawing Depth (FT) Soil Descriptions Hammer Blows "N" 1 0" - 6" Topsoil & Vegetation 7 8 17 2 6" - 3' Pale Brown Sand 9 8 3 7 9 17 3'- 7' Pale Brown Sand with Rock 8 8 5 10 16 6 8 9 7 7 9 11 8 2 1 T - 13' Gray Silt 2 10 1 1 11 A A A 12 A A 13 A A A 14 A A 15 7 8 15 16 13'- 20' Brown Sand with Rock 7 7 17 A A A 18 A A 19 A A A 20 A A 21 11 12 26 22 14 14 23 A A A 24 A A 25 A A A 26 A A 27 15 15 30 28 20'- 36' Rock with Pale Brown Sand 15 14 29 A A A 30 A A 31 A A A 32 A A 33 12 10 28 34 18 16 35 A A 36 A A A Water Level: 413" Below Land Surface A = Auger Dederal IQngineering 8 Qesting, Inc. Phone: 954-784-2941 E-Fax: 954-784-7875 admin@@fed-eng.com www.fed-eng.com t SPT Test Boring Report Client: Yuri Morales Project: Proposed 2 Story Residence Address: 1298 NE 95th Street Miami Shores, FL 33138 Date of Test: May 30, 2019 Hole No.: B-2 Location: See Attached Drawing Depth (FT) Soil Descriptions Hammer Blows "N" 1 0" - 6" Topsoil & Vegetation 8 7 16 2 6" - 4' Brown Sand with Rock 9 8 3 9 8 15 4 7 8 5 6 7 4'- 8' Pale Brown Sand with Rock 14 6 7 8 7 7 8 17 8 8'- 1 F Gray Silt 9 9 9 1 2 3 10 1 1 11 A A A 12 A A 13 A A A 14 A A 15 12 14 26 16 12 13 17 A A A 18 A A 19 A A A 20 1 l' - 30' Rock and Shell with Pale Brown Sand A A 21 10 11 23 22 12 13 23 A A A 24 A A 25 A A A 26 A A 27 15 15 29 28 14 15 29 A A A 30 A A Water Level: 418" Below Land Surface A = Auger Dederal engineering (Poesting, Inc. Test Boring Report Client: Yuri Morales Project: Proposed 2 Story Residence Address: 1298 NE 95th Street Miami Shores, FL 33138 Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com Oakland Date of Test: May 30, 2019 Hole No.: B-3 Location: See Attached Drawing Depth (FT) Soil Descriptions Hammer Blows "N" 1 0" - 6" Topsoil & Vegetation 7 8 15 2 6" - 2'6" Brown Sand 7 6 3 8 9 18 4 2'6" - 7' Brown Sand with Rock 9 8 5 7 9 19 6 10 9 7 9 8 10 8 T - 10' Gray Silt 2 1 9 1 1 2 10 1 1 11 7 9 19 12 10'- 15' Rock with Pale Brown Sand 10 11 13 12 11 21 14 10 12 15 11 13 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Water Level: 4'3" Below Land Surface A = Auger th St �M• r' w ' 1i " �1 ... T .. ' "' k i# 04 ` _ �7 � Y+B P:'• r P s , r�E-ja ra-sty - —�- 4492nd�-St •..� - - � � . • � NE-1•t�15t' �fir�' '.. a 190th St R - Im t NE-99th-St—I ,err NEB 9t�rSt - tao�4IaFI+B#y ;r 4 ' • { f Site Location IMP — Al. _NE 95t St i 1. , NE-94thCD -S - 4 ` p j L .TDB w ..+t `• ,N,, i,. .. .r dl TD 2018 Googie 9 �t .lei Aederal gineering eating, Inc. Soil Boring Location Map Federal Enaineerina & Testina Inc. 3370 NE 5th Avenue. Oakland Park. FL 33334 Client: Yuri Morales Project: Proposed 2 Story Residence Test: Subsoil Investigation Project Address: 1298 NE 95th Street (site map is not to scale) Miami Shores, FL 33138 f N 784-2941 An9 deral ineering esting, Inc. Soil Classifications Correlation of Penetration Resistance with Relative Density and Consistency Sands Dynamic Cone Penetrometer Penetrometer Resistance Standard Penetration Hammer Blows Relative Density 0 - 10 0-4 Very Loose 11 - 25 5 - 10 Loose 26 - 45 11 - 20 Firm 45 - 75 21 - 30 Very Firm 76 -120 31 - 50 Dense > 120 > 50 Very Dense Silts & Clay Dynamic Cone Penetrometer Penetrometer Resistance Standard Penetration Hammer Blows Relative Density 0-6 0-2 Very Soft 7-15 3-5 Soft 16-30 6- 10 Firm 31 - 45 11 - 15 Stiff 46 - 90 16 - 30 Very Stiff 91 - 150 31 - 50 Hard Rock Hardness Description Soft Rock core crumbles when handled Medium Can break core with your hands Moderately Hard Thin edges of rock core can be broken with fingers Hard Thin edges of rock core cannot be broken with fingers Very Hard Rock core rings when struck with a hammer Sand Quantity Modifiers Very Slight Trace 0 - 2 % Slight Trace 2 - 5 % Trace 5 - 10 % Little Trace 10 - 15 % Some 15 - 30 % With > 30 % Silt - Clay Quantity Modifiers Slightly Silty /Clayey 0 - 5 % Silty / Clayey 5 - 30 % Very Silty / Clayey 30 - 50 % Particle Size Boulder > 12 in Cobble 3 - 12 in Gravel 4.76 mm - 3 in Sand 0.074 mm - 4.76 mm Silt 0.005 mm - 0.074 mm Clay < 0.005 mm Angederal ineering eating, Inc. Drilling & Sampling Procedures The soil borings were installed in accordance with Standard Penetration Tests procedures as set forth in ASTM D-1586. Representative samples were collected utilizing spilt -barrel techniques in accordance with the procedures set forth in "Penetration Tests and Spilt -Barrel Sampling of Soil in ASTM D-1586. The following field tests, measurements and laboratory analysis were performed/collected during the installation of each soil boring. Penetration Tests During the sampling procedures, Standard Penetration Tests were performed at five (5) foot intervals to obtain the standard penetration value (N) of the subsurface soil. The standard penetration value (N) is identified as the number of blows of a 140-pound hammer falling thirty (30) inches, required to advance the spilt -barrel sampler one (1) foot into the subsurface soil. The sampler was lower into the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows was recorded for each of the three (3) successive increments of six (6) inches penetration. The "N" value is obtained by adding the second and third incremental numbers. Water Level Measurements Water Level depths were obtained during the test boring operations. In relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater levels. Seasonal variations, tidal conditions, temperature, land -use and recent rainfall conditions may influence the depths to groundwater levels. Soil Properties / Classification All samples collected were classified in accordance with the Unified Soil Classification System criteria to determined soil material properties and compared with published literature of the USDA Soil Conservation Survey. Ground Surface Elevations Ground surface elevations have not been provided for the proposed boring locations. Therefore, all references to depth of the various strata and materials encountered were from existing grade at the time of the drilling operations. Limitations of Liability Warranty We warrant that the services performed by Federal Engineering and Testing, Inc. (F.E.T.) are conducted in a manner consistent with the level of skill and care ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of F.E.T. are an integral and valuable part of the design and construction process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Reports are not intended for 3rd party use. Subsurface Exploration Subsurface exploration is normally accomplished by test borings. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test locations; therefore F.E.T. does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, F.E.T. shall be notified to review the findings and make any recommendations as needed. Laboratory and Field Tests Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determinations actually made. Ownership of Tests /Reports All test results and/or reports prepared by F.E.T. pursuant to this agreement and/or Addendum(s) thereto, shall remain the property of F.E.T. until all monies due and owing to F.E.T. under this Agreement and/or Addendum(s) thereto, are paid in full. Analysis and Recommendations The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. ederal ngineering esting, Inc. Analysis and Recommendations cont. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished is considered preliminary with further boring(s) to be performed after proposed building pad is staked out. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, F.E.T. must be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to F.E.T. so that the Geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. Construction Observations Construction observation and testing is an important element of Geotechnical services. The Geotechnical Engineer's Field Representative (Field Rep.) is the "owner's representative" observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. The Field Rep. is responsible for his/her safety only, but has no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep. does not feel that the site is offering a safe environment for him/her, the Field Rep. will stop his/her observation/ testing until he/she deems the site is safe. The Field Rep. is an important member of a team whose responsibility is to observe the test and work being done and report to the client whether that work is being carried out in general conformance with the plans and specifications. Limitations of Report Federal Engineering & Testing, Inc. shall have no liability, in contract, tort or otherwise, for any inaccuracy, defect, or omission in interpreting this report and shall not in any event have any liability for lost profits or any other indirect, special, incidental, consequential, exemplary or punitive damages. In the event of future conflict between owners and contractors the following applies: F.E.T.(s) legal and/or company representation and preparation for representation fees will be billed on an hourly rate, i.e. deposition, expert witness, etc. F.E.T. has no obligation to amend its conclusions or recommendations after the date of this report. Any alterations or changes in the location of the project should be brought to our attention at the earliest convenience for review and applicability of this report. Phone:954-794-2941 Dederal E-Fax: 954-784-7875 Q ngineering admin@fed-eng.com www.fed-ong.com & eating, Inc. 4 Oakland Park. e4 Soil / Aggregate Tests Soil Borings Density Compaction Tests Grain Size Analysis Moisture Contents Soil Classifications Limerock Bearing Ratios Florida Bearing Values Specific Gravity Carbonate Analysis Hydraulic Conductivity Organic Contents L.A. Abrasion FDOT Inspections QC Management Earthwork Inspections QC Concrete Inspections QC Asphalt Inspections Partial List of Services Geotechnical Engineering Services Field Inspection Services Fill & Quality Control Inspections Demucking Inspections Building Inspections Pile Driving Inspections Pile Load Tests Steel Inspection Threshold Inspection Bolt Inspection Weld Inspection Vibration Monitoring Geotechnical Engineering Foundation Engineering Foundation Design & Recommendation Subsoil Investigation Pile Load Calculations Piling Installation Monitoring Asphalt Services Backscatter Density Tests Extractions & Gradations Marshall Limits Bulk Specific Gravity Cores for Thickness Determination Asphalt Pavement Monitoring Asphalt Assessment Concrete Tests Concrete Strength Testing Slump Tests Windsor Probe Testing Schmidt Hammer Testing Core Testing Air Content Concrete Unit Weight Flexual Strength Testing Environmental Engineering Services Phase I Site Assessments Phase II Site Assessments Lead Base Paint Surveys Site Inspections Phase I Follow up on Contaminated Sites Report and Analysis Research of Property Records Installation of Monitoring Wells Air Monitoring Soil Borings Soil and Ground Water Analysis Roof Testing & Inspection Services TAS 105 Field Fastener Withdrawal Test TAS 106 Tile Uplift Test TAS 124 Bell Chamber / Bonded Pull Test TAS 126 Moisture Survey Windload Calculation Drainage Calculations Lightweight Concrete placement Inspection Roof Assessment / Evaluation Cap Sheet Inspection Fastener Spacing Inspection Tile/ Shingle/ Standing Seam Inspection Base Sheet Installation Inspection Insurance Mitigation Retrofit Mitigation/ Certification Roof Drainage Calculations �ECI • . .� ■ ■� •�':52�7"^'" GGBEng#wing Inc. 2699 Stirling Road, Suite C-202 Fort Lauderdale, Florida 33312 Ph: (954) 986-9899 • Fax: (954) 986-6655 e-mail: gary@ggbeng.com PROJECT NAME: MORALES RESIDENCE-1298 NE 95 ST., MIAMI SHORES, FL STORM DRAINAGE CALCULATIONS Date: 7/3/2019 SITE CHARACTERISTICS AND AREAS BUILDING AREA 3740.0 SF 31.88% IMPERVIOUS PAVED AREAS 2098.00 SF 17.89% POOL/WATER AREAS 370.00 SF 3.15% PERVIOUS SITE AREA 5522.00 SF 47.08% TOTAL AREA 11730.00 SF 100.00% RUNOFF COEFFICIENTS IMPERVIOUS AREAS 0.90 PERVIOUS AREAS 0.35 DESIGN STORM FREQUENCY FOR WATER QUALITY 25 YEAR STORM RUNOFF, 2.5 x % IMPERVIOUS OR FIRST INCH WHICHEVER IS GREATER First inch runoff ( Site area x (1/12)) Site area for water quality (Site Area - Bldg+Pool) Impervious area for water quality 2.5 Inches x % Impervious 2.5" x Pervious areas/Site area 25 year 24 hour storm rainfall (P) Soil storage (percent pervious x soil storage) 977.50 CF 7620.00 SF 2098.00 SF 672.83 CF 1.18 Inches 8.75 Inches 3.09 Inches (Average depth to WT = 3.50') Runoff = (P-0.2 xS)2 (P+0.8 x S) Where P = 8.75 inches for 25 year 24 hour storm Runoff = 5.89 Inches Volume = A x R/12 5758.25 CF Use 25 year runoff of 7643.58 CF >1332.75 CF > 1013.72 CF first inch of runoff and for 2.5 x % impervious Check Peak runoff rate = Q = CIA �oW 1 I I 1 / /////� 0.90 x 2098 + 0.35 x 5522/ 11730 x 8.75 x 11730/43560 = 0.77 CFS �� ONBRIEL B //jam,, Total time of concentration = 10 minutes + 7.70 minutes runoff �� Q-,•' -c E NS8 Total time for 25 year storm runoff = 17.70 minutes or 1062 seconds -- *�' No. 19832 ,`Q� Peak runoff for 25 year storm = 1062 x 0.77 = 817.74 CF �7- �OF 0', 'lV Site Storage Provided to store 5758.25 CF Required Runoff as follows:P,•'N� 1. Perimeter swale/Pervious areas storage = 5522 SF x 0.50' (average dept) = 2761 CF"010 111�ee\\. CIVIL AND FORENSIC ENGINEERS•LAND PLANNERS•CONSTRUCTION MANAGERS GGB Eng#wing Inc. 2699 Stirling Road, Suite C-202 Fort Lauderdale, Florida 33312 Ph: (954) 986-9899 • Fax: (954) 986-6655 e-mail: gary@ggbeng.com 2. Required Exfiltration trench storage = 5758.25 - 2761 = 2997.25 CF DESIGN STORM PEAK AND AVERAGE DAY TRENCH CALCULATIONS V= 2997.25 CF/ 11730 SF = 0.26 FT X 12 in/ft = 3.07 inches x 11730/ 43560 = 0.83 Ac-inches L= V K(HW+ 2HxDu — Du x Du +2HDs) + 1.39 x 10(4) x W x du Volume = 0.83 Ac-inches A = Drainage Area 0.27 Ac W = Trench Width 4.00 ft K = Hydraulic Conductivity 2.40E-04 cfs/ft^2per ft of head H = Depth to water table 3.50 ft Du = Non Saturated trench depth 2.00 ft Ds = Saturated trench depth 2.00 ft Trench Required 81.12 LF Trench Provided 95 LF / ,F1 �'' GABR� p , 32 S A ra� L E CIVIL AND FORENSIC ENGINEERS•LAND PLANNERS* CONSTRUCTION MANAGERS GGB Eng#wlng Inc. 2699 Stirling Road, Suite C-202 Fort Lauderdale, Florida 33312 Ph: (954) 986-9899 • Fax: (954) 986-6655 e-mail: gary@ggbeng.com PROJECT NAME: MORALES RESIDENCE-1298 NE 95 ST., MIAMI SHORES, FL STORM DRAINAGE CALCULATIONS Date: 7/3/2019 SITE CHARACTERISTICS AND AREAS BUILDING AREA 3740.0 SF 31.88% RN4PERVIOUS PAVED AREAS 2098.00 SF 17.89% POOL/WATER AREAS 370.00 SF 3.15% PERVIOUS SITE AREA 5522.00 SF 47.08% TOTAL AREA 11730.00 SF 100.00% RUNOFF COEFFICIENTS 11"PERVIOUS AREAS 0.90 PERVIOUS AREAS 0.35 DESIGN STORM FREQUENCY FOR WATER QUALITY 25 YEAR STORM RUNOFF, 2.5 x % IMPERVIOUS OR FIRST INCH WHICHEVER IS GREATER First inch runoff ( Site area x (1/12)) Site area for water quality (Site Area - Bldg+Pool) Impervious area for water quality 2.5 Inches x % Impervious 2.5" x Pervious areas/Site area 25 year 24 hour storm rainfall (P) Soil storage (percent pervious x soil storage) 977.50 CF 7620.00 SF 2098.00 SF 672.83 CF 1.18 Inches 8.75 Inches 3.09 Inches (Average depth to WT = 3.50') Runoff = (,P-0.2 xS)2 (P+0.8 x S) Where P = 8.75 inches for 25 year 24 hour storm Runoff = 5.89 Inches Volume = A x R/12 5758.25 CF Use 25 year runoff of 7643.58 CF >1332.75 CF > 1013.72 CF first inch of runoff and for 2.5 x % impervious Check Peak runoff rate = Q = CIA 0.90 x 2098 + 0.35 x 5522/ 11730 x 8.75 x 11730/43560 = 0.77 CFS \ \'\\O�ji,�. �GAB//�`✓df�� Total time of concentration = 10 minutes + 7.70 minutes runoff I CENS.e 0 Total time for 25 year storm runoff = 17.70 minutes or 1062 seconds p �% s Peak runoff for 25 year storm = 1062 x 0.77 = 817.74 CF Site Storase Provided to store 5758.25 CF Required Runoff as follows: ��cn�'�l Ri ,• �i� �. . /Q .. -..- ' ENG` 1. Perimeter swale/Pervious areas storage = 5522 SF x 0.50' (average dept) = 2761 CF/// {I! e�� CIVIL AND FORENSIC ENGINEERS•LAND PLANNERS•CONSTRUCTION MANAGERS GGB Eng#w ng Inc. 2699 Stirling Road, Suite C-202 Fort Lauderdale, Florida 33312 Ph: (954) 986-9899 • Fax: (954) 986-6655 e-mail: gary@ggbeng.com 2. Required Exfiltration trench storage = 5758.25 - 2761 = 2997.25 CF DESIGN STORM PEAK AND AVERAGE DAY TRENCH CALCULATIONS V= 2997.25 CF/ 11730 SF = 0.26 FT X 12 in/ft = 3.07 inches x 11730/ 43560 = 0.83 Ac-inches L= V K(HW+ 2HxDu — Du x Du +2HDs) + 1.39 x 10(4) x W x du Volume = 0.83 Ac-inches A = Drainage Area 0.27 Ac W = Trench Width 4.00 ft K = Hydraulic Conductivity 2.40E-04 cfs/ft^2per ft of head H = Depth to water table 3.50 ft Du = Non Saturated trench depth 2.00 ft Ds = Saturated trench depth 2.00 ft \\0Il��f//�� Trench Required 81.12 LF \ Q�,•'-�ci=NsCo y. Trench Provided 95 LF YSO�F O ®NAON CIVIL AND FORENSIC ENGINEERS•LAND PLANNERS* CONSTRUCTION MANAGERS PROJECT INFORMATION m Location Building owner Program user Company Comments By .... Dataset name 1:lserver2lCalculations\TRACE-700-2015111101orales Residence.trc Calculation time 04:56 PM on 06103/2019 TRACES 700 version 6.2.10 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 in. Hg Air density 0.0760 Ib/cu ft Air specific heat 0.2444 Btu/Ib-°F Density -specific heat product 1.1151 Btulh•cfm-°F Latent heat factor 4,908.6 Btu-min/h•cu ft Enthalpy factor 4.6619 lb-min/hr•cu ft Summer design dry bulb 91 OF Summer design wet bulb 78 OF Winter design dry bulb 47 OF Summer clearness number 0.96 Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Carbon Dioxide Level 400 ppm Design simulation period January - December Cooling load methodology TETD-TA1 Heating load methodology UATD e% AZE= CatyroMmt►W tlIM IINI,M� .aRwan6ae har PROJECT INFORMATION Location Building owner Program user Company Comments By .... Dataset name I:\server2lCalculations\TRACE-700-20151Morales Residence.trc Calculation time 04:56 PM on 06/0312019 TRACE® 700 version 6.2.10 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 in. Hg Air density 0.0760 Ib/cu ft Air specific heat 0.2444 Btu/lb-°F Density -specific heat product 1.1151 Btu/h-cfm•°F Latent heat factor 4,908.6 Btu-minlh-cu ft Enthalpy factor 4.5619 lb-min/hr-cu ft Summer design dry bulb 91 OF Summer design wet bulb 78 OF Winter design dry bulb 47 OF Summer clearness number 0.95 Winter clearness number 0.96 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Carbon Dioxide Level 400 ppm Design simulation period January - December Cooling load methodology TETD-TA1 Heating load methodology UATD MMno 1ST FLOOR COOLING COIL PEAK Peaked at Time: Mo/Hr: 9 115 Outside Air: OADBMB/HR: 89 / 76 / 114 Space Plenum Net PercentIf Sens. + Lat. Sens. + Lat Total Of Total j Btu/h Btu/h Mum Envelope Loads Skylite Solar 0 0 0 0' Skylite Cond 0 0 0 0 `. Roof Cond 0 0 0 0' Glass Solar 19,034 0 19,034 36 Glass/Door Cond 6,376 0 6,376 12 Wall Cond 4,010 1,742 5,752 11 Partition/Door 0 0 0 Floor 0 0 0 Adjacent Floor 0 0 0 0 Infiltration 4,866 4,866 9 Sub Total =_> 34,285 1,742 36,027 68 Internal Loads Lights 3,276 819 4,096 8 People 2,000 0 2,000 4 Misc 8,191 0 8,191 15 Sub Total =_> 13,468 819 14,287 27 Ceiling Load 505 -505 0 0 Ventilation Load 0 0 3,041 6 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0 Exhaust Heat -115 -115 0 Sup. Fan Heat 0 0 Ret. Fan Heat 0 0 0 Duct Heat Pkup 0 0 0 Underfir Sup Ht Pkup 0 0 Supply Air Leakage 0 0 0 Grand Total==> 48,257 1,941 53,239 100.00 System Checksums By .... CLG SPACE PEAK Mo/Hr. Sum of ; OADB: Peaks Space Percent' Sensible Of Total Btulh m I Envelope Loads 0 0 Skylite Solar 0 0 ; Skylite Cond 0 0 Roof Cond 24,813 56 ` Glass Solar 3,181 7 ; Glass/Door Cond 2,442 6'i Wall Cond 0 0 i Partition/Door 0 0 Floor 0 0 Adjacent Floor 803 2 ' Infiltration j 31,238 71 Sub Total =_> Internal Loads 3,276 1 7 ; Lights 1,000 2' People 8,191 19: Misc 12,468 28. Sub Total =_> 369 1 Ceiling Load 0 0 ! Ventilation Load 0 0 . Adj Air Trans Heat Ov/Undr Sizing i 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Underfir Sup Ht Pkul Supply Air Leakage 44,075 100.00 Grand Total ==> COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBNVB/HF ton MBh MBh cfm °F °F gr/lb °F °F gr/lb Main Clg 4.4 53.2 46.8 2,682 76.0 63.1 65.8 60.3 56.6 62.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 4A 53.2 Project Name: Dataset Name: Morales Residence.trc Variable Temperature Constant Volume HEATING COIL PEAK Mo/Hr: Heating Design OADS: 47 Space Peak Space Sens Btu/h 0 0 0 0 -11,212 -5,102 0 0 0 -2,462 -18,777 0 0 0 0 -442 0 0 0 -19,219 Coil Peak Percent Tot Sens Of Total Btu/h (%) 0 0.00 0 0.00 TEMPERATURES Cooling Heating SADB 60.3 76.4 Ra Plenum 75.7 69A Return 75.7 69.4 Ret/OA 76.0 68.9 Fn MtrTD 0.0 0.0 Fn SIdTD 0.0 0.0 Fn Frict 0.0 0.0 0 0.00 0 0.00 AIRFLOWS -11,212 49.93 Cooling Heating 7,345 0 32.71 0.00 Diffuser 2,682 2,682 0 0.00 Terminal 2,682 2,682 0 0 Main Fan 2,682 2,682 -2,462 10.96 Sec Fan 0 0 -21,019 93.60 Nom Vent 60 60 AHU Vent 60 60 Infii 96 96 0 0.00 MinStop/Rh 0 0 0 0.00 Return 2,778 2,778 0 0.00 Exhaust 156 156 0 0.00 Rm Exh 0 0 Auxiliary 0 0 0 0.00 Leakage Dwn 0 0 -1,539 6.85 Leakage Ups 0 0 0 0 0 0.00 101 -0.45 ENGINEERING CKS 0 0.00 0 0.00 Cooling Heating 0 0.00 % OA 2.2 2.2 cfm/ft2 1.12 1.12 0 0.00 cfm/ton 604.44 0 0.00 Whon 540.96 Btu/heft' 22.18 -9,36 -22,457 100.00 ' No. People 4 AREAS HEATING COIL SELECTION Gross Total Glass CapacityCoit Airflow Ent Lvg ft2 (%) MBh cfm °F °F Floor 2,400 Main Htg -22.5 2,682 68.9 76.4 Part 0 Aux Htg 0.0 0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFIr 0 Roof 0 0 0 umidif 0.0 0 0.0 0.0 Wall 2,070 738 36 Vent �pt 0.0 0 0.0 0.0 Ext Door 0 0 0 otal -22.5 rRACEnB 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Alternative - 1 System Checksums Report Page 1 of 2 System Checksums By .... 2ND FLOOR Variable Temperature Constant Volume COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8 / 11 Mo/Hr. Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBNUB/HR: 87 / 75 / 112 OADB: Peaks OADB: 47 SADB 58.5 76.4 Ra Plenum 75.8 69.3 Space Plenum Net Percent Space Percent V Space Peak Coil Peak Percent Return 75.8 69.3 Sens. + Lat. Sens. + Lat Total Of Total + Sensible Of Total Space Sens Tot Sens Of Total Ret/0A 76.1 68.7 Btu/h Btu/h Btu/h (%) Btu/h (%)' Bluth Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0, 0 0 ' Skylte Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 "' 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0� Roof Cond 0 0 0.00 Glass Solar 16,560 0 16,560 35 ; 16,560 43 , Glass Solar 0 0 0.00 AIRFLOWS Glass/DoorCond 1,761 0 1,761 4, 1,761 5 Glass/DoorCond -4,224 -4,224 23.47 Cooling Heating Wall Cond 5,925 1,701 7,626 16 . 5,925 15 Wall Cond -7.659 -9,890 554.97 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 2,095 2,095 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 2095, 2,095 Adjacent Floor 0 0 0 0 0 0� Adjacent Floor 0 0 0 Main Fan 2095, 2,095 Infiltration 4,430 4,430 9 1,251 3 ' Infiltration -2,462 -2,462 13.68 Sec Fan 0 0 Sub Total =_> 28,676 1,701 30,377 64 25,497 66' Sub Total =_> -14,345 -16,576 92.12 Nom Vent 60 60 AHU Vent 60 60 Internal Loads Internal Loads Infil 96 96 Lights 3,276 819 4,096 9'' 3,276 8 Lights 0 0 0.00 MinStop/Rh 0 0 People 2,000 0 2,000 4 1,000 3 % People 0 0 0.00 Return 2,191 2,191 Misc 8,191 0 8,191 17, 8,191 211 Misc 0 0 0.00 Exhaust 156 156 Sub Total =_> 13,468 819 14,287 301 12,468 32 ` Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 598 -598 0 0 i 598 2 ; Ceiling Load -530 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,769 6 0 0 !Ventilation Load 0 -1,539 8.55 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0! Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 ; Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 0' 0 0 Exhaust Heat 121 -0.67 ENGINEERING CKS Exhaust Heat -137 -137 0i OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0! RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0'; Additional Reheat 0 0.00 % OA g Duct Heat Pkup 0 0 0' cfm/ft' 0.87 0.87 Underfir Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfmlton 531.50 Supply Air Leakage 0 0 0 `, Supply Air Leakage 0 0.00 ftYlton 608.93 Btulhr•f? 19.71 -7.50 Grand Total =_> 42,742 1,785 47,296 100.00 38,563 100.00 'Grand Total => -14,874 -17,994 100.00 11 No. People 4 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm °F °F gr/lb Main Cig 3.9 47.3 41.1 2,095 76.1 63.2 66.1 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 3.9 47.3 Leave DB/WB/HR "F 'F gr/lb 58.5 55.7 62.0 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftZ (%) Floor 2,400 Part 0 Int Door 0 ExFlr 0 Roof 0 0 0 Wall 2,070 278 13 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoii Airflow Ent Lvg MBh cfm °F °F ain Htg -18.0 2,095 68.7 76.4 ux Htg 0.0 0 0.0 0.0 reheat 0.0 0 0.0 0.0 umidif 0.0 0 0.0 0.0 pt Vent 0.0 0 0.0 0.0 Total -18.0 Project Name: TRACE® 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Dataset Name: Morales Residence.trc Alternative - 1 System Checksums Report Page 2 of 2 1ST FLOOR COOLING COIL PEAK Peaked at Time: Mo/Hr: 9 / 15 Outside Air: OADBNVB/HR: 89176 / 114 Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 19,034 0 Glass/Door Cond 6,376 0 Wall Cond 4,010 1,742 Partition/Door 0 Floor 0 Adjacent Floor 0 0 Infiltration 4,866 Sub Total =_> 34,285 1,742 Internal Loads Lights 3,276 819 People 2,000 0 Misc 8,191 0 Sub Total =_> 13,468 819 Ceiling Load 505 -505 Ventilation Load 0 0 Adj Air Trans Heat 0 Dehumid. Ov Sizing Ov/Undr Sizing 0 Exhaust Heat -115 Sup. Fan Heat Ret. Fan Heat 0 Duct Heat Pkup 0 Underfir Sup Ht Pkup Supply Air Leakage 0 Grand Total ==> 48,257 1,941 Net Percent Total Of Total; Btu/h (%) System Checksums By .... CLG SPACE PEAK Mo/Hr. Sum of OADB: Peaks 0 0 0 0` 0 0{ 19,034 36 6,376 12'•' 5,752 11 0 0'• 0 0!, 0 0' 4,866 9 36,027 68 4,096 8 2,000 4 j 8,191 15' 14,287 27 0 0 3,041 6 0 0 0 0+ 0 0 -115 0> 0 0 0 0` 0 0 0 0` 0 0'; 53,239 100.00 Variable Temperature Constant Volume HEATING COIL PEAK TEMPERATURES Mo/Hr: Heating Design Cooling Heating OADB: 47 SADB 60.3 76.4 Ra Plenum 75.7 69.4 Space Peak Coil Peak Percent Return 75.7 69.4 Space Sens Tot Sens Of Total RetlOA 76.0 68.9 Btu/h Btu/h (°!o) Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 0 0 0.00 Fn Frict 0.0 0.0 Space Percent ; Sensible Of Total i Btu/h (%) Envelope Loads 0 0 ; Skylite Solar 0 0 Skylite Cond 0 0 I Roof Cond 24,813 561 Glass Solar 3,181 7 Glass/Door Cond 2,442 6 Wall Cond 0 0 ` Partition/Door 0 0 Floor 0 0 Adjacent Floor 803 2 Infiltration 31,238 71 ' Sub Total =_> Internal Loads 3,276 7 Lights 1,000 2 People 8,191 191 Misc 12,468 28 Sub Total =_> 369 1 Ceiling Load 0 0 Ventilation Load 0 0 Adj Air Trans Heat Ov/Undr Sizing 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Underfir Sup Ht Pkup Supply Air Leakage 44,075 100.00 Grand Total -> COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBBIHR /W IW Leave DBBIHR ton MBh MBh cfm °F °F gr/ib °F °F gr/lb Main Clg 4.4 53.2 46.8 2,682 76.0 63.1 65.8 60.3 56.6 62.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 4.4 53.2 0 0 0 0.00 _ 0 0.00 AIRFLOWS -11,212 -11,212 49.93 Cooling Heating -5,102 0 -7,345 0 32.71 0.00 Diffuser 2,682 2,682 0 0 0.00 Terminal 2,682 2,682 0 0 0 Main Fan 2,682 2,682 -2,462 -2,462 10.96 Sec Fan 0 0 -18,777 -21,019 93.60 Nom Vent 60 60 AHU Vent 60 60 infil 96 96 0 0 0.00 MinStop/Rh 0 0 D 0 0.00 Return 2,778 2,778 0 0 0.00 Exhaust 156 156 0 0 0,00 Rm Exh 0 0 Auxiliary 0 0 -442 0 0.00 Leakage Dwn 0 0 0 -1,539 6.85 Leakage Ups 0 0 0 0 0 0 0 0.00 101 -0.45 ENGINEERING CKS 0 0.00 0 0.00 Cooling Heating 0 0.00 % OA 2.2 2.2 cfm/W 1.12 1.12 0 0.00 cfm/ton 604.44 0 0.00 ft2lton 540.96 Stulhrdt2 22.18 -9.36 -19,219 -22,457 100.00 No. People 4 AREAS Gross Total Glass ft2 (%) Floor 2,400 Part 0 int Door 0 ExFlr 0 Roof 0 0 0 Wall 2,070 738 36 Ext Door 0 0 0 HEATING COIL SELECTION CapacltyCoii Airflow Ent Lvg MBh cfm "F °F Main Htg -22.5 2,682 68.9 76.4 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 umidif 0.0 0 0.0 0.0 pt Vent 0.0 0 0.0 0.0 Total -22.5 Project Name: (RACE® 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Dataset Name: Morales Residence.trc Alternative - 1 System Checksums Report Page 1 of 2 2ND FLOOR COOLING COIL PEAK Peaked at Time: Mo/Hr: 8 / 11 Outside Air: OADBAVB/HR: 871751112 Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass/Door Cond Wall Cond Partition/Door Floor Adjacent Floor Infiltration Sub Total =_> Internal Loads Lig his People Misc Sub Total =_> Ceiling Load Ventilation Load Adj Air Trans Heat Dehumid. Ov Sizing Ov/Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Underflr Sup Ht Pkup Supply Air Leakage Grand Total ==> 0 0 0 0 0 0 16,560 0 1,761 0 5,925 1,701 0 0 0 0 4,430 28,676 1,701 3,276 2,000 8,191 13,468 598 0 0 0 42,742 819 0 0 819 -598 0 -137 0 0 0 1,785 Net Percent Total Of Total Btu/h (%), 0 0 0 0 0 0 16,560 35 1,761 4 7,626 16 0 0 0 0 0 0 4,430 9 30,377 64 4,096 9' 2000,4 8,191 17 14,287 30 0 0 2,769 6 0 0 0 0 0 0 -137 0 0 0 0 0 0 0 0 0 0 0 47,296 100.00 System Checksums By .... CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks i Space Percent Sensible Of Total Btu/h (%) Envelope Loads I 0 0 Skylite Solar 0 0 ! Skylite Cond i 0 0 + Roof Cond 16,560 43, Glass Solar 1,761 5 Glass/Door Cond 5,925 15 Wall Cond 0 0 Partition/Door 0 0 Floor 0 0 Adjacent Floor 1,251 3 , Infiltration 25,497 66 : Sub Total =_> Internal Loads 3,276 8 j Lights 1,000 3 People 8,191 21 Misc 12,468 32 ' Sub Total =_> 598 2 1 Ceiling Load 0 0 Ventilation Load 0 0 I Adj Alr Trans Heat Ov/Undr Sizing 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Underfir Sup Ht Pkul Supply Air Leakage 38,563 100.00 Grand Total =_> COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR ton MBh MBh cfm °F °F gr/lb °F °F gr/lb Main Clg 3.9 47.3 41.1 2,095 76.1 63.2 66.1 58.5 55.7 62.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 3.9 47.3 Project Name: Dataset Name: Morales Residence.trc Variable Temperature Constant Volume HEATING COIL PEAK TEMPERATURES Mo/Hr. Heating Design Cooling Heating OADB: 47 SADB 58.5 76.4 Space Peak Space Sens Btu/h 0 0 0 0 -4,224 -7,659 0 0 0 -2,462 -14,345 0 0 0 0 -530 0 0 0 -14,874 Ra Plenum 75.8 69.3 Coil Peak Percent Return 75.8 69.3 Tot Sens Of Total Rot/OA 76.1 68.7 Btu/h (%) Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 0 0.00 Fn Frict 0.0 0.0 0 0.00 0 0.00 0 0.00 -4,224 23.47 -9,890 54.97 0 0.00 0 0.00 0 0 -2,462 13.68 -16,576 92.12 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -1,539 8.55 0 0 0 0.00 121 -0.67 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -17,994 100.00 AREAS Gross Total Glass Floor 2,400 Part 0 Int Door 0 ExFir 0 Roof 0 0 0 Wall 2,070 278 13 Ext Door 0 0 0 AIRFLOWS Cooling Heating Diffuser 2,095 2,095 Terminal 2,095 2,095 Main Fan 2,095 2,095 Sec Fan 0 0 Nom Vent 60 60 AHU Vent 60 60 Infil 96 96 MinStop/Rh 0 0 Return 2,191 2,191 Exhaust 156 166 Rm Exh 0 0 Auxiliary 0 0 Leakage Dwn 0 0 Leakage Ups 0 0 ENGINEERING CKS Cooling Heating % OA 2.9 2.9 000 0.87 0.87 cfm/ton 531.50 ft'/ton 608.93 Btu/hr•f 2 19.71 -7.50 No. People 4 HEATING COIL SELECTION CapacltyCoil Airflow Ent Lvg MBh cfm °F °F I Htg -18.0 2,095 68.7 76.4 Htg 0.0 0 0.0 0.0 treat 0.0 0 0.0 0.0 rldif 0.0 0 0.0 0.0 Vent 0.0 0 0.0 0.0 it -18.0 TRACE® 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Alternative - 1 System Checksums Report Page 2 of 2 Internal Description Partition Door Alternative 1 1 st FLOOR - Zone 0.000 0.000 1ST FLOOR - System 0.000 0.000 2ND FLOOR - Zone 0.000 0.000 2ND FLOOR - System 0.000 0.000 BUILDING U-FACTORS By .... ROOM U-FACTORS Btulh-ft2•'F Exposed Summer Winter Summer Winter Floor Skyliqht Skyliqht Roof Window Window 0.000 0.000 0.000 0.000 0.650 0.661 0.000 0.000 0.000 0.000 0.650 0.661 0.000 0.000 0.000 0.000 0.650 0.661 0.000 0.000 0.000 0.000 0.650 0.661 Overall U-Factors Overall Thermal Transfer Values Roof 0.000 Btu/h-ft2-°F Roof (OTTVr) 0.00 Btu/hr,ft2 Wall 0.342 Btu/h-ft2-OF Wall (OTTVw) 20.86 Btu/hr-ft2 Building 0.342 Btu/h-ft2-'F External Door Wall Ceilinq 0.000 0.242 0.317 0.000 0.242 0.317 0.000 0.242 0.317 0.000 0.242 0.317 Room Room Mass Capacitance Ib/ft2 Btu/Ib "F 60.1 12.1 60.1 12.1 76.2 15.4 76.2 15.4 Project Name: TRACE® 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Dataset Name: Morales Residence.trc Building LI-Factors Report Page 1 of 1 Description Alternative 1 1st FLOOR - Zone 1ST FLOOR - System 2ND FLOOR - Zone 2ND FLOOR - System Partition 0.000 0.000 0.000 0.000 BUILDING U-FACTORS By .... ROOM U-FACTORS Internal Exposed Summer Winter Door Floor Skyliqht Skyliqht Roof 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Btu/h•ftl-oF Summer Winter Window Window 0.650 0.650 0.650 0.650 0.661 0.661 0.661 0.661 Overall U-Factors Overall Thermal Transfer Values Roof 0.000 Btu/h-W-017 Roof (OTTVr) 0.00 Btu/hr.ft2 Wall 0.342 Btu/h.ftz.°F Wall (OTTVw) 20.86 Btu/hr-ft2 Building 0.342 Btu/h.ft2.°F External Door Wall Ceilinq 0.000 0.242 0.317 0.000 0.242 0.317 0.000 0.242 0.317 0.000 0.242 0.317 Room Room Mass Capacitance Ib/ft2 Btu/Ib °F 60.1 12.1 60.1 12.1 76.2 15.4 76.2 15A Project Name: TRACEe 700 v6.2.10 calculated at 04:56 PM on 06/03/2019 Dataset Name: Morales Residence.trc Building Ll-Factors Report Page 1 of 1 PROJECT INFORMATION Location Building owner Program user Company Comments By Dataset name I:lserver2lCalculationslTRACE-700-20151Morales Residence.trc Calculation time 04:56 PM on 06/03/2019 TRACE® 700 version 6.2.10 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 in. Hg Air density 0.0760 Ib/cu ft Air specific heat 0.2444 Btu/lb F Density -specific heat product 1.1151 Btu/h•cfm•°F Latent heat factor 4,908.6 Btu-min/h•cu ft a Enthalpy factor 4.5619 lb-min/hr•cu ft Summer design dry bulb 91 OF ;rAr'..' e"' �; .•'��:"9�� • Summer design wet bulb 78 OF `" `; `sra Winter design dry bulb 47 OF Summer clearness number 0.95 O Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Carbon Dioxide Level 400 ppm Design simulation period January - December Cooling load methodology TETD-TA1 Heating load methodology UATD MAWompnnenr.a eweq.n.y.,s RECEIVED r + 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 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: ANDREA D SUAREZ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1298 NE 95 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 &2 LESS W 75 FT, BLOCK 85, OF MIAMI SHORES SEC. 2, PLAT BOOK 10, PAGE 37, FOLIO NUMBER 1132060144030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'46.63"N Long.80°10'17.43"W - Horizontal Datum: 0 NAD 1927 pX 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 8 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 13 c) Total net area of flood openings in A8.b 1030.00 sq in d) Engineered flood openings? ❑ Yes 9 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 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 N/A sq in d) Engineered flood openings? 0 Yes Q 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 B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306L L 09-11-2009 09-11-2009 AE 9 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile N FIRM Q Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes 0 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 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: 1298 NE 95 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: 0 Construction Drawings" [] Building Under Construction" 0 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: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. (X 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) 8.42 0 feet 0 meters b) Top of the next higher floor N/A [R feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet meters d) Attached garage (top of slab) 6.50 [0 feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 6.72 feet meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.19 0 feet 0 meters g) Highest adjacent (finished) grade next to building (HAG) 6.34 0 feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.19 0 feet 0 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 9 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 �C3E 4i•' T1F1 `- Title PROFESSIONAL LAND SURVEYOR *�%:'G�� ; NO.2 d Company Name NOVA SURVEYORS, INC * w .0i a. ATE OF ?� Address 1355 NW 97 AVE, SUITE 200 A,�ORtiOP . o� l�Mo S>iaJ�{ City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 06-15-2019 (305) 264-2660 Copy all pa§4s 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) SECTION C 2(E) LOWEST ELEV MACHIWRY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 5.81E FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE 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. Policy Number: 1298 NE 95 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 Q feet ❑ meters ❑ above or Q 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 ❑ feet ❑ meters ❑ above or Q 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? 0 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 ANDREA D SUAREZ Address City State ZIP Code 1298 NE 95 ST MIAMI SHORES Florida 33138 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 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. Policy Number: 1298 NE 95 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) ❑ feet []meters of the building: 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 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 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: ANDREA D SUAREZ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1298 NE 95 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1&2 LESS W 75 FT, BLOCK 85, OF MIAMI SHORES SEC. 2, PLAT BOOK 10, PAGE 37, FOLIO NUMBER 1132060144030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'46.63"N Long.80°10'17.43"W Horizontal Datum: NAD 1927 []X 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 8 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 13 c) Total net area of flood openings in A8.b 1030.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 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 N/A sq in d) Engineered flood openings? [] Yes 0 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 B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306L L 09-11-2009 09-11-2009 AE 9 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: FIS Profile 0 FIRM Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 F1 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes 2 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 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: 1298 NE 95 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* 0 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: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑X 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) 8.42 0 feet ❑ meters b) Top of the next higher floor N/A X❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet ❑ meters d) Attached garage (top of slab) 6.50 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6.72 0 feet meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.19 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6.34 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.19 0 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? 59 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 AGE feq ''41 FIC Title PROFESSIONAL LAND SURVEYOR ytd:'G� qT�; 9 NO.2534 oe: Company Name NOVA SURVEYORS, INC � a.� * M: w STATE OF Address 1355 NW 97 AVE, SUITE 200 A, LORM .• � q< <�h0 -go uft��{ City State ZIP Code M IAM I Florida 33172 Signature Date Telephone Ext. 06-15-2019 (305) 264-2660 Copy all pages Wthis 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) SECTION C 2(E) LOWEST ELEV MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 5.81 FT FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE 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. Policy Number: 1298 NE 95 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 0 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 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No 0 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 ANDREA D SUAREZ Address City State ZIP Code 1298 NE 95 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. A Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE 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. Policy Number: 1298 NE 95 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: 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: 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) 0 Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of " 1355 NW 97 AVE, SUITE 200 Nova Surveyors,Inc. MIAMI, FL 3313172 SURVEY NO 19-0000536-1 TELEPHONE: (305) 264-2660 FAX: (306) 264-0229 DRAWN BY: LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 1&2 LESS W 75 FT, BLOCK 85, OF MIAMI SHORES SEC. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1298 NE 95 ST, MIAMI SHORES, FL 33138 FOR: ANDREA D SUAREZ LOCATION SKETCH Scale 1" = NT.S. 9 F_ T li 11 `� $ " `• + iO3 I ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED � = ANGLE A = CENTRAL ANGLE T = CENTER LINE t = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY 1"SURVEY"1: - THERE MAY RF FASFMFNTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT 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. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEL/SUFFIX: 120652 0306 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: 9 FT. CERTIFIED TO: ANDREA D SUAREZ D SUBJECT _ PROPERTY LEGEND TYPICAL —OH— OVERHEAD UTILITY LINES 7� C.B.S. = WALL (CBW) C.L.F. = CHAIN LINK FENCE �0 I.F. = IRON FENCE �r it W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-62 LOCATOR NO. 3250 S ELEVATION 8.66 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY. A&q E RGE IBARRA (DAT 0 FIELDWORK) Crr 5-t q PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: N FI * 11 Cq��.'i�'Y,t ? NO.2534 a W 0 SE STATE OF °yq4''Q<ORIDP.1p� . SJ (q ND SUP�� I SURVEYOR'S SEAL 1S Fn 5.81 N.E. 95th= _ST. -Q_ Q 2T ASPHALT toI O c LL. 00 H PVMT. \_5.76 5.66 5.55 a O O - J u. 22' PWY o B-.C. 2 d COLUMNS= v 2 0 1.44'x1.4' i� W 5.49 5.46 F.LP 3/ °" 5.09 LLB ti F I P 3/4" _ __ NO CAP \ j= NO CAP �5"CONC: SWK' . '• 123.85' NO CAP ' v> cn _ C.B. - /— L=43.63' u� 1.5'C.B.W 6.34 x . Tan=29.79 --Lu M x/_ A=99'59'00" a N 6.09 CH=38.30' �— 6.28 x 6.29 ' . LESS OUT LOT-1 �.rt 8.02 6.29 5�34 ' 2776 605_- BLOCK - 85Pi x� W (N.A.P.) 2.07'PL. CL 15.50' �� o 0 14.79' ' 50.00, PL. 3.30' � y..� 1.00' 15.90' °' 5.69 ' -r..--6.31.�— `>_ (/) ° LOT- 1 rt LL 1 5.59 a9 W o T00 BLOCK - 85 6.41 T — W p� tq Q ONE STORY U ♦9 Q Z — 1 6.33 3.40' RES. # 1298 W75 2. 7' 21 o M F.F.E.=8.42' S o CO17.10' 3.40' LOT-2 BLOCK - 85 LESS OUT 35.7T q J x (/) °a LOT-2 b 16.10' CD 7 UO 5.41 d BLOCK - 85 TAIRS 00 °' (N.A.P.) N 44.50' y m x A 6.72 x25.gg;. �s t TWO STORY 636 X4 6.19 GARAGE 0 l6.30F.F.E.=6.50' \617.45' — Qa 17.10.N N S N N x COLUMN 0 4.56'CL 8 TO x x 6.58 2'x2' 4.99 h o o N 99°5' x N to F.I.P 3/4'` e 0 a M 1 NO CAP U.P. 0 123.85' I N CAP r 50.00' v F sM�nN U � /cq to o / CD 5.00 �W h N 4' z o z LIMIT OF PLAT J w (N.A.P.) 1.: ' T 00' 2 R/ MAwQ , �W �F I- iL o U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE 19-005262-5Ec 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: MORALES RESIDENCE A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1298 NE 95TH STREET City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ALL OF LOTS 1 AND 2, BLOCK 85. MIAMI SHORES SECTION NO.3. ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10. PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; LESS THAT PART LYING WEST OF THE FOLLOWING DESCRIBED LINE; FROM A POINT IN THE NORTH LINE OF LOT 1, A DISTANCE OF 75.00 FEET EAST OF THE NORTHWEST CORNER OF SAID LOT 1, RUN SOUTHERLY 1002 FEET TO A POINT IN THE SOUTH LINE OF LOT Z. LYING 82.12 FEET EAST OF THE SOUTHWEST CORNER OF SAID LOT 2. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 51' 46.60 N Long. 80° 10- 17.40 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 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 3,800 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 8,205 sq in d) Engineered flood openings? x❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 528 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 1 c) Total net area of flood openings in A9.b 263 sq in d) Engineered flood openings? ❑ Yes x❑ 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 B4. 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/AE 9 FT/ 10 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 19-005262-5EC Expiration Date: November 30, 2022 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: 1298 NE 95TH STREET 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 BM : B-62 ; 8.67 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. n NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4. 39 Fx] feet ❑ meters b) Top of the next higher floor 12. 10 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑X feet ❑ meters d) Attached garage (top of slab) 6. 38 FX] feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. ❑X feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5. 0 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 5.5 ❑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. I 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�B!414� '.�F� qT�'9 Title PROFESSIONAL LAND SURVEYOR NO. 5204 O p STATE OF Company Name JOHN MARRA & ASSOCIATES, INC Vo CORtO.• Ci �'4 Address 777 NW 72 AVE #3025 LAvp City State ZIP Code MIAMI FLORIDA 33126 LB#7806 Signature Date Telephone 3/20/2020 3/20/2020 P: (305)262-0400 CENTERLINE ROAD ELEVATION: 5.81 FEET Copy all pages 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) CROWN OF ROAD ELEVATION = 5.81 FEET. LATITUDE AND LONGITUDE DONE BY USING A GPS UNIT; MIAMI DADE BM B-62 ELEVATION =8.67 FEET OF NGVD 1929; LOCATOR NO.3250-S, LOCATED @ NE 96 ST & NE 10 AVE.' THIS ELEVATION CERTIFICATE IS FOR THE TIE BEAM; FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 19-005262-5Ec Expiration Date: November 30, 2022 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: 1298 NE 95TH STREET 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 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 ❑x 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 Fx] feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is R feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 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 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 19-005262-5Ec Expiration Date: November 30, 2022 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: 1298 NE 95TH STREET 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 (34-1310) 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) ❑ feet ❑ meters of the building: 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 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. 19-005262-5EC Expiration Date: November 30, 202� 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: 1298 NE 95TH STREET City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. IFront View I Rear View I Front view Date: 3/23/2020 Rearview Date: 3/23/2020 Right Side View Left Side View Right Side View: 3/23/2020 Left Side View: 3/23/2020 FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page 19-005262-5EC OMB No. 1660-0008 Expiration Date: November 30, 2022 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. 1298 NE 95TH STREET 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 (12/19) Replaces all previous editions. Form Page 6 of 6 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 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: ANDREA D SUAREZ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1298 NE 95 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1&2 LESS W 75 FT, BLOCK 85, OF MIAMI SHORES SEC. 2, PLAT BOOK 10, PAGE 37, FOLIO NUMBER 1132060144030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°51'46.63"N Long. 80°10'l7.43'W Horizontal Datum: 0 NAD 1927 Dx 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 8 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 13 c) Total net area of flood openings in A8.b 1030.00 sq in d) Engineered flood openings? ❑ Yes 9 No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 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 N/A sq in d) Engineered flood openings? 0 Yes Q 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 B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306L L 09-11-2009 09-11-2009 AE 10 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: 0 FIS Profile IM FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 139: [@ NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes 0 No Designation Date: © CBRS 0 OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE 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. Policy Number: 1298 NE 95 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: Q 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 specked in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 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) 8.42 1@ feet ❑ meters b) Top of the next higher floor N/A(,X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A I@ feet ❑ meters d) Attached garage (top of slab) 6.50 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6.72 0 feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.19 10 feet Q meters g) Highest adjacent (finished) grade next to building (HAG) 6.34 J@ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including meters 6.19 feet ❑ 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. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes 0 No ❑ Check here if attachments. Certifier's Name License Number GEORGE MARRA 2534 ��tlFt Title PROFESSIONAL LAND SURVEYOR * :• V i NO. Company Name NOVA SURVEYORS, INC 'n 4 e'e, ' TE OF Address 1355 NW 97 AVE, SUITE 200 LOfiti34`. 04 gpfl gbR't�; City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 06-15-2019 (305) 264-2660 Copy all pages 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) SECTION C 2(E) LOWEST ELEV MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 5.81 FT FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE 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. Policy Number: 1298 NE 95 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 E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet Q meters ❑ above or Q below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet Q meters 0 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 0 feet 0 meters ❑ above or Q below the HAG. E3. Attached garage (top of slab) is Q feet 0 meters 0 above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [feet 0 meters 0 above or Q 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? Q Yes ❑ No 0 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 ANDREA D SUAREZ Address City State ZIP Code 1298 NE 95 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments Q 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 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: 1298 NE 95 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, crawispace, or enclosure) is C] feet Q meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet Q meters 0 above or n 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 0 feet 0 meters 0 above or Q below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or Q below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is Qfeet Q meters 0 above or 0below 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? 0 Yes 0 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 owners 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 Owners Authorized Representative's Name ANDREA D SUAREZ Address City State ZIP Code 1298 NE 95 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments Q Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. 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: 1298 NE 95 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. Wes' u i 1 - k$`,.�, (, Ve Photo One Photo One Caption FRONT VIEW Clear Photo one f �u Photo Two Photo Two Caption REAR VIEW Clear Photo Two 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 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: 1298 NE 95 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 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. r t � 5 bN k .� }, t F 4 Y:. n 81�'� q1v PhWa Three Photo Three Caption LEFT SIDE VIEW Clear Photo Three t V! i T Photo Four Photo Four Caption RIGHT SIDE VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 JULIEN BERGIER A 7636 NE 4th Court Suite 114 Miami, Florida 33138 T 3051350-2993 E jbergier@dna-arc.com IN www.dna-arc.com L CGC 1524035 1)i-4 -4fiw 1 w l of 1 c-1 o "t `1 6g13°� 10\`0� BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No Sub Permit No. Ju 1 U 2019 BY: - FBC 20( ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I2 `l �� ly fit✓ q�� City: Miami Shores County: Miami Dade Zip:I� Folio/Parcel#: h — ?7Lo 6 — o l i " 40-25"ems Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: t41F BFE: ' ®`� FFE: 12!-6`' OWNER: Name (Fee Simple Titleholder): Phone#: '-'✓ J 73!20 Address: City: �i•��7yt�� {c.i'+%..� State: Zip: Tenant/Lessee Name: Phone#: 1310 Email: CONTRACTOR: Company Name: C�A3SZ�.3C�rrt��U S��i C,�r< Phone#: Address: l �� ✓ ��.�.p� (1 City: ! ,c State: �CZ Zip: Qualifier Name: L� E>,j +�Z� -� I C L Phone#: -3ti5-j 57-V eVW State Certification or Registration #: Certificate of Competency #: DESIGNER: Archite//ct/Engineer:: I& c D -7 - �`rez7 Phone#: Address: ��, Lity: / i t State: ; L- Zip: 77 l Value of Work for this Permit: $ O 'ZO��'49 A I Square/Linear Footage of Work: B3o S Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: /1/el'%j IiN A j�- JJ�S�� L- `7 zS, lU R i2�5 Specify color of color thru tile: �/�1 r 7 �t-� Submittal Fee $ Permit Fee $ 6 0 )GS W , V / Scanning Fee $ if Radon Fee $ -?o ?, 'S'6 Technology Fee $_.� % f 0 Training/Education Fee $ Structural Reviews $ `�1ZY �.uN • O j�t� i C' (Revised02/24/2014) CCF $ 4 I `7 • �% CO/CC $ f SCE DBPR $ `Z .. g'VI Notary $ Double Fee $ (A - Bond $ 500 TOTAL FEE NOW DUE $ 2,-Z 9 10 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 UL NER or AGENT The foregoing instrument was acknowledge) before m1e this 2-k 11 day of t `U1Y1 20 l \ by who is personally known to me or who has produced IJ f `, v r` i i C 61 5-0— as identification and who did take an oath. NOTARY PUBLIC: Sign: r Print: I Ce <<i d C.. Seal: =o»�arn��a�= RAPHAELA ST. AUDE • . c Notary Public - State of Florida Commission ######### 4 i# # # ###### # # o„gf Ft,,.�` Aly'�o M. Ex" v 30, 2020 APPROVED BY ,t Signature CONTRACTOR The foregoing instrumen was acknowledged before tme this <:t+da20 I by 11�h r 'iA v who is per onally known to e or w o as produced Pt�kXr 'I owl& as identific tion an�hp did take an oath. ��pY.�R/Fri / NON OTAR PUBLIC! ot 23•• J% " -c S • Z * : Sign: T20 Print: G n c{ +'`l o �•.'b B�neee�``�'c�•'; Seal• r ///�i.�.��LIC SSI+(ti�� ############################################################### _ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 4 -FICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-4030 Property Address: 1298 NE 95 ST Miami Shores, FL 33138-2550 Owner ANDREA D SUAREZ YURIHUMBERTO MORALES Mailing Address 1298 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1700 SGL FAMILY - 4001 SQFT & Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 2 Living Units 1 Actual Area 3,900 Sq.Ft Living Area 3,052 Sq.Ft Adjusted Area 3,382 Sq.Ft Lot Size 12,687.5 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $507,500 $507,500 $456,750 Building Value $316,531 $316,685 $316,839 XF Value $2,224 $2,246 $2,268 alue L $826,255 $826,431 $775,857 d Value $826,255 $503,047 $492,701 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $323,384 $283,156 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description I MIAMI SHORES SEC 3 PB 10-37 LOTS 1 & 2 LESS V 75FT BLK 85 LOT SIZE 101.500 X 125 OR 17563-3788 0397 1 Generated On : 7/9/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $50,000 $50,000 Taxable Value $826,255 $453,047 $442,701 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $826,255 $478,047 $467,701 City....._._.._, �.. �..-- Exemption Value $0 $50,000 $50,000 Taxable Value 1 $826,255 $453,047 $442,701 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $826,255 $453,047 $442,701 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/03/2019 $1,345,000 31289-4217 Qual by exam of deed 03/01 /1997 $380,000 17563-3788 Sales which are qualified 05/01/1981 $220,000 11101-1907 Sales which are qualified 11/01/1978 $140,000 10223 1319 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/9/20 19 ,jNc. Gr! i ..,. j ,,,,,r" Miami shores Village � Building Department OR11D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. Y COPY OF QUALIFIER'S STATE LICENCES B. _/ COPY OF LOCAL BUSINESS TAX RECEIPT C. �,/ COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. .......................................................................................... BUSINESS NAME: BUSINESS ADDRESS: CITY STATE ZIP �( BUSINESS PHONE: ( �` ) cn. (`i FAX NUMBER ( ) CELL PHONE (i ) T7..t1 QUALIFIER'S NAME:��e�(� QUALIFIER'S LIC NUMBER: RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Floridpr ab i A rye; WE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ,y THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES BERGIER, 4JULIEN F CONSTRUCTION DNA CORP 7636 NE 4TH COURT SUITE 114 MIAMI,. L 33138 r LICENSE NUMBER: CGC1524035 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT ABILL - DO NOT PAY 11 LBT 7199330 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES CONSTRUCTION DNA CORP RENEWAL SEPTEMBER 30, 2019 7636 NE 4TH CT 114 7481845 MIAMI, FL 33138 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED CONSTRUCTION DNA CORP 196 GENERAL BUILDING BY TAX COLLECTOR C/O BERGIER, JULIEN F CONTRACTOR 45.00 08l23/2018 Worker(s) 1 CGC1524035 CHECK21-18-080855 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAMIDADE w For more information, visit v✓w miamidade oov/taxcollector AcoRIDO CERTIFICATE OF LIABILITY INSURANCE `� DATE(MM/DDNYYY) 1 7/10/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions LLC. ID: (Kymberly) c/o Kymberly Group Payroll Solutions, Inc. 3218 E. Colonial Drive, Ste F Orlando, FL 32803 CONTACT NAME: Phil Martina PHONE FAX ao7-22s saes (A/C. No): �o ADDRESS: INSURE S AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Zmberly Group Payroll Solutions, Inc. 8 E Colonial Drive INSURER B : INSURERC: INSURERD: Suite F Orlando FL 32803 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER-- AQRQA07R REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE D L UBR POLICY NUMBER POLICY EFF MM/D POLICY EXP MMI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE L1 OCCUR _DKMAGE TO RENTED PREMISES Eaoccurrence) $ MED EXP (Any one person) _ $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ❑ PRO JECT ❑ LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SIN LE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTYDAMAGE Pera..let) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBEREXCLUDED? a N/A WC010-00001-019 3/1/2019 3/1/2020 / STATUTE ERH E.L. EACH ACCIDENT ----- $ 1 000 000 (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Coverage provided for all leased employees but not subcontractors of: Construction DNA Corp Client Effective: 06/24/2019 Miami Shores Village Bldg. Dept. 100500 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rick Leonard 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 49894976 1 Kymberly Group Payroll PEO 010 MASTER CERT I Phil Martina 1 7/10/2019 7:01:52 AM (CDT) I Page 1 of 1 r r; j a R+ R r • s Planning & Zoning DEYLIQEWMQR R File Number: STPL-0000 182019 Property Address: 1298 NE 951" Street Miami Shores FL 33150 OwnerlApphcant: Yuri Morales & Andrea Suarez Address: 1298 NE 9501 Street Miami Shores FL 33150 Whereas, the applicant Yuri Morales & Andrea Suarez (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 V1 of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required for a new single family home. Whereas, a public hearing was held on March 28, 2019 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. 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. The Board requires that all farther development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to create and 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 2 1 - TM-t i8- 019_Morales New Construction VISIT U5 iwwwmiamishoresvillagexom r ) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) 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 (DOH/HRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) 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. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 281b day of March, 2019 by the Planning and Zoning Board as follows: Motion to approve subject to Staff s recommendations with an amendment by Ms. Hegedus that the storage be labeled and maid's quarters made by Mr. Daniel Brady, Seconded by Mr. Harrison Bergman and the vote was approved 4-1 with Mr. Snow voting against the Motion. Mr. Snow No Mr. Bergman Yes Mr. Hegedus Yes Mr. Brady Yes Chairman Busta Yes Date John Busta Chair, Planning Board Page 2 of 2 DO-STPL-000018-2019 Morales New Construction A 7636 NE 4th Court Suite 114 Miami, Florida 33138 T 305 1 350-2993 E info@dna-arc.com W www.dna-arc.com PROJECT MORALES RESIDENCE November 26, 2019 APPENDIX A TO AIA DOCUMENT A134 - 2009 ADRESS 1298 NE 95th Street, Miami Shores PROJECT No. 1801200 Contact Person: Julien Bergier DIVISION 1- GENERAL CONDITIONS $34,160.00 DIVISION 2 SEPTIC TANK $7,500.00 SIDEWALK RESTORATION $1,750.00 PILES INCL. INSTALLATION $49,920.00 - DIVISION 3- CONCRETE $285,625.00 DIVISION 4- MASONRY INCL. IN DIVISION 3 $0.00 DIVISION 5- METALS $42,500.00 --- DIVISION 6- WOOD AND PLASTICS $0.00 DIVISION 7-THERMAL& MOISTURE PROTECTION ELASTOMERIC SHEET WATERPROOFING ROOF, $38,880.00 ELASTOMERIC SHEET WATERPROOFING TERRACES, EYEBROW AND PLANTERS $24,830.0D DIVISION 8- DOORS & WINDOWS $120,092.41 DIVISION 9- FINISHES PORTLAND CEMENT PLASTER $28,975.00 GYPSUM BOARD ASSEMBLIES $78,495.00 . PAINTING $14,858.00 -- WALL AND FLOOR COVERINGS (TO BE PROVIDED BY PROPERTY OWNER) $21,805.00 DIVISION 10- SPECIALTIES $5,389.50 " DIVISION 11- EQUIPMENT (BUILT IN APPLIANCES) $15,000.00 —' DIVISION 12- FURNISHINGS $0.00 DIVISION 13- SPECIAL CONSTRUCTION $38,200.00 -' DIVISION 14- CONVEYING SYSTEMS $0.00 DIVISION 15 PLUMBING $25,320.00 MECHANICAL $25,086.00 DIVISION 16- ELECTRICAL $33,555.50 LUMP SUM $891,941.41 GENERAL CONTRACTOR'S FEE $80,274.73 — GENERAL LIABILITY & WORKERS' COMP $12,487.18 TOTAL FEE $984,703.17 * AUGER CAST PILES * H$LICAL PILES * PIN PILES * J.L.0 ENTERPRISES, INC. 2800 NW 32 Avenue, Miami, FL 33142 WWW.JLUPILES.COM Contract Ph: 305-696-3611 Fax: 305-696-3908 info@jlupiles.com Page 1 of 2 November 26, 2019 Construction DNA Project: Morales Residence Attn: Julien Bergier 1298 NE 95 ST 7636 NE 4 Court. Suite 114 Miami Shores, FL 33138 Miami, FL 33138 Ph: (305) 350-2993 Email: jbergier yAna-arc.com Article l : Specifications (please initial) * 1.1 We hereby submit specifications and estimates for the installation of: 64- Auger cast piles as specified at the above mentioned location * 1.2 (64) Piles are to be 14" in diameter, 35' feet in length and reinforced with 646 w/#3 (a� 12" O.C. Grout to be 5000 PSI $ 780.00 each Article 2: Excluded (items provided by other) (please initial) * 2.1 Engineering layout; including pile locations and elevation calculations. 2.2 Location, protection, removal or replacement of underground obstructions including utilities, building, lighting, sprinklers, A/C unit, water heater, pool pumps, etc. * 2.3 A firm dry and level site for our equipment and concrete trucks. * 2.4 Outlet water supply with a 3/4" hose bib with -in 100 ft. of our drill rig. * 2.5 Any testing, concrete or load test. * 2.5 Not responsible for any damage to side walks/driveways/etc from equipment placement. * 2.6 Clean up of excess grout and earth spoils Article 3: Included (please initial) * 3.1 One mobilization, installation of piles, all labor and materials. * 3.2 Provide liability and worker comp insurance (additional insured add $ 300). * 3.3 Engineer -monitoring of installation, certified, signed & sealed pile log. * 3.4 Pile dipping to desired elevation at or below grade. (up to 12" below grade). Article 4: Changes in base bid(please initial) * 4.1 Add piles at $ unit prices listed above * 4.2 Deduct piles at $ 387.50 each 4.3 For piles longer than bid length add $ 22.14 per In ft. 4.4 Stand by time will be billed at $ 450.00 per. 4.5 Piles with grout in excess of 150% of theoretical volume add $190.00 Per yard. Page 2 of 2 Article 5: Payments and conditions * 5.1 Final payment is due upon completion. Payments not received within the terms described above shall accrue interest at 1.5% per month. (ANNUAL RATE IS l 8%) Engineering logs will be released upon final payment. * 5.2 All expenses incurred as a result of non-payment, including reasonable attorney's fees and cost, shall be paid by customer. Venue for all legal actions shall lie exclusively in Dade County, Florida. * 5.3 This proposal is subject to acceptance within 30 days and can be modified or voided thereafter at the option of J.L.U. Enterprise, Inc. * 5.4 Facsimile of this contract shall be deemed a valid counterpart of the original. (Proposal based on equipment accessibility) Base Bid amount: 64 piles @ $ 780.00 each.................................................................. $ 49,920.00 Geo-tech monitoring, signed & sealed pile log ......................................... NO CHARGE TotalBase: ....................................................................................... $ 499920.00 * * *Pool piles to be added at unit price + $ 2,900 Remobilization fee. * * * Payment terms: Authorized: Signed this 30% Deposit Balance within 30 days * No retainer to be held Day of 2019. Chris Lopez/ V. President Acceptance of contract: the above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. Date: Title: Sign We appreciate the opportunity to quote on this project. If you should have any questions or if we may be of further service, please contact the undersigned at your convenience. Best Regards, J.L.U. Enterprise, Inc �("-o- I./) - IS-V6 A T E W 7636 NE 4th Court Suite 114 Miami, Florida 33138 3051350-2993 info@dna-arc.com www.dna-arc.com PROJECT MORALES RESIDENCE APPENDIX A TO AIA DOCUMENT A134 - 2009 ADRESS 1298 NE 95th Street, Miami Shores PROJECT No. 1801200 Contact Person: Julien Bergier • •e• • • + • Ncwemiher 25, 20i4 • • . • • DIVISION 1- GENERAL CONDITIONS $34,160.00 DIVISION 2 SEPTIC TANK $7,500.00 SIDEWALK RESTORATION $1,750.00 PILES INCL. INSTALLATION $29,411.25 DIVISION 3- CONCRETE $285,625.00 DIVISION 4- MASONRY INCL. IN DIVISION 3 $0.00 DIVISION 5- METALS $42,500.00 DIVISION 6- WOOD AND PLASTICS $0.00 DIVISION 7-THERMAL& MOISTURE PROTECTION ELASTOMERIC SHEET WATERPROOFING ROOF $38,880.00 ELASTOMERIC SHEET WATERPROOFING TERRACES, EYEBROW AND PLANTERS $24,830.00 DIVISION 8- DOORS & WINDOWS $120,092.41 DIVISION 9- FINISHES PORTLAND CEMENT PLASTER $28,975.00 GYPSUM BOARD ASSEMBLIES $78,495.00 PAINTING $14,858.00 WALL AND FLOOR COVERINGS (TO BE PROVIDED BY PROPERTY OWNER) $21,805.00 DIVISION 10- SPECIALTIES $5,389.50 DIVISION 11- EQUIPMENT (BUILT IN APPLIANCES) $15,000.00 DIVISION 12- FURNISHINGS $0.00 DIVISION 13- SPECIAL CONSTRUCTION $38,200.00 DIVISION 14- CONVEYING SYSTEMS $0.00 DIVISION 15 PLUMBING $25,320.00 MECHANICAL $25,086.00 DIVISION 16- ELECTRICAL $33,555.50 LUMP SUM $871,432.66 GENERAL CONTRACTOR'S FEE $78,428.94 GENERAL LIABILITY & WORKERS' COMP $12,200.06 TOTAL FEE $962,061.66 SUMMARY DIVISION 1- GENERAL CONDITIONS $34,160.00 DIVISION 2- SITEWORK $38,661.25 DIVISION 3- CONCRETE $285,625.00 DIVISION 4- MASONRY INCL. IN DIVISION 3 $0.00 DIVISION 5- METALS $42,500.00 DIVISION 6- WOOD AND PLASTICS $0.00 DIVISION 7- THERMAL & MOISTURE PROTECTION $63,710.00 DIVISION 8- DOORS & WINDOWS $120,092.41 DIVISION 9- FINISHES $122,328.00 DIVISION 10- SPECIALTIES $5,389.50 DIVISION 11- EQUIPMENT $15,000.00 DIVISION 12- FURNISHINGS $0.00 DIVISION 13- SPECIAL CONSTRUCTION $38,200.00 DIVISION 14- CONVEYING SYSTEMS $0.00 DIVISION 15- MECHANICAL & PLUMBING $50,406.00 DIVISION 16- ELECTRICAL $33,555.50 LUMP SUM $849,627.66 GENERAL CONTRACTOR'S FEE $76,466.49 GENERAL LIABILITY & WORKERS' COMP $11,894.79 TOTAL FEE $937,988.94 RECEIVE N V 2 BY: s AIA TM Document A134 - 2009 Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee without a Guaranteed Maximum Price AGREEMENT made as of the 20th day of November in the year 2019 ADDITIONS AND DELETIONS: (In words, indicate day, month and year.) The author of this document has added information needed for its BETWEEN the Owner: completion. The author may also have revised the tent of the original (Name, legal status and address) AIA standard form. An Additions and Deletions Report that notes added Yuri Morales information as well as revisions to the 1298 NE 9511' Street standard form text is available from Miami Shores, FL. 33138 the author and should be reviewed. A vertical line in the left margin of this and the Construction Manager: document indicates where the author (Name, legal status and address) has added necessary information and where the author has added to or Construction DNA Corp deleted from the original AIA text. 7636 NE 4t' Court #114 This document has important legal Miami, FL. 33138 consequences. Consultation with an attorney is encouraged with respect for the following Project: g J to its completion or modification. (Name and address or location) AIA Document A201 rm-2007, Morales Residence General Conditions of the Contract 1298 NE 95t' Street for Construction, is adopted in this Miami Shores, FL. 33138 document by reference. Do not use with other general conditions unless The Architect: this document is modified. (Name, legal status and address) DN'A Design & Architecture 7636 NE 4t' Court #114 RECEIVED Miami, FL. 33138 The Owner's Designated Representative: N O V 2 9 2 19 (Name, address and other information) ( k . BY: Yuri Morales 1298 NE 950, Street Miami Shores, FL. 33138 The Construction Manager's Designated Representative: (Name, address and other information) Julien Bergier Construction DNA Corp 7636 NE 4`1' Court #114 Miami, FL. 33138 The Architect's Designated Representative: AIA Document A134TM — 2009 (formerly AM TMCMC — 2003). Copyright O 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) (Name, address and other information) Rodrigo Carron 7636 NE 41h Court # 114 Miami, FL. 33138 The Owner and Construction Manager agree as follows. AIA Document A134'"— 2009 (formerly A131 TMCMc — 2003). Copyright ®1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 2 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. t This document was produoed by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11 /18/2020, and is not for resale. User Notes: (1734624857) TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 CONSTRUCTION MANAGER'S RESPONSIBILITIES 3 OWNER'S RESPONSIBILITIES 4 COMPENSATION AND PAYMENTS FOR PRECONSTRUCTION PHASE SERVICES 5 COMPENSATION FOR CONSTRUCTION PHASE SERVICES 6 COST OF THE WORK FOR CONSTRUCTION PHASE 7 PAYMENTS FOR CONSTRUCTION PHASE SERVICES 8 INSURANCE AND BONDS 9 DISPUTE RESOLUTION 10 TERMINATION OR SUSPENSION 11 MISCELLANEOUS PROVISIONS 12 SCOPE OF THE AGREEMENT ARTICLE 1 GENERAL PROVISIONS § 1.1 The Contract Documents The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to the execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract and are as fully a part of the Contract as if attached to this Agreement or repeated herein. Upon the Owner's approval of the Control Estimate, the Contract Documents will also include the documents described in Section 2.2.4 and revisions prepared by the Architect and furnished by the Owner as described in Section 2.2.5. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. If anything in the other Contract Documents, other than a Modification, is inconsistent with this Agreement, this Agreement shall govern. § 1.2 Relationship of the Parties The Construction Manager accepts the relationship of trust and confidence established by this Agreement and covenants with the Owner to cooperate with the Architect and exercise the Construction Manager's skill and judgment in furthering the interests of the Owner; to furnish efficient construction administration, management services and supervision; to furnish at all times an adequate supply of workers and materials; and to perform the Work in an expeditious and economical manner consistent with the Owner's interests. The Owner agrees to furnish or approve, in a timely manner, information required by the Construction Manager and to make payments to the Construction Manager in accordance with the requirements of the Contract Documents. § 1.3 General Conditions For the Preconstruction Phase, AIA Document A201TM 2007, General Conditions of the Contract for Construction, shall apply only as specifically provided in this Agreement. For the Construction Phase, the general conditions of the contract shall be as set forth in A201-2007, which document is incorporated herein by reference. The term "Contractor" as used in A201-2007 shall mean the Construction Manager. § 1.4 Contract Sum, Contract Time and Changes in the Work The Contract Sum is the actual Cost of the Work as defined in Section 6.1.1 plus the Construction Manager's Fee as defined in Section 5.1. The Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work as certified by the Architect in accordance with Section AIA Document A134TM — 2009 (formerly A131 TMCMc — 2003). Copyright 01994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 3 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) 9.8 of AIA Document A201-2007. The Contract Time shall be measured from the date of commencement of the Construction Phase as established pursuant to Section 2.3.1.2 of this Agreement. Changes in the Work shall be governed by Section 5.2 of this Agreement and not by Article 7 of A201-2007. If, however, the Contract Time has been established in accordance with Section 2.2.4.5, Article 7 of A201-2007 shall control adjustments to the Contract Time. ARTICLE 2 CONSTRUCTION MANAGER'S RESPONSIBILITIES The Construction Manager's Preconstruction Phase responsibilities are set forth in Sections 2.1 and 2.2. The Construction Manager's Construction Phase responsibilities are set forth in Section 2.3. The Owner and Construction Manager may agree, in consultation with the Architect, for the Construction Phase to commence prior to completion of the Preconstruction Phase, in which case, both phases will proceed concurrently. The Construction Manager shall identify a representative authorized to act on behalf of the Construction Manager with respect to the Project. § 2.1 Preconstruction Phase (Paragraph deleted) § 2.1.2 Consultation The Construction Manager shall schedule and conduct meetings with the Architect and Owner to discuss such matters as procedures, progress, coordination, and scheduling of the Work. The Construction Manager shall advise the Owner and the Architect on proposed site use and improvements, selection of materials, and building systems and equipment. The Construction Manager shall also provide recommendations consistent with the Project requirements to the Owner and Architect on constructability; availability of materials and labor; time requirements for procurement, installation and construction; and factors related to construction cost including, but not limited to, costs of alternative designs or materials, preliminary budgets, life -cycle data, and possible cost reductions. § 2.1.3 When Project requirements in Section 3.1.1 have been sufficiently identified, the Construction Manager shall prepare and periodically update a Project schedule for the Architect's review and the Owner's acceptance. The Construction Manager shall obtain the Architect's approval for the portion of the Project schedule relating to the performance of the Architect's services. The Project schedule shall coordinate and integrate the Construction Manager's services, the Architect's services, other Owner consultants' services, and the Owner's responsibilities and identify items that could affect the Project's timely completion. The updated Project schedule shall include the following: submission of the Control Estimate; the components of the Work; times of commencement and completion required of each Subcontractor; ordering and delivery of products, including those that must be ordered well in advance of construction; and the occupancy requirements of the Owner. § 2.1.4 Phased Construction The Construction Manager shall provide recommendations with regard to accelerated or fast -track scheduling, procurement, or phased construction. The Construction Manager shall take into consideration cost reductions, cost information, constructabi)ity, provisions for temporary facilities and procurement and construction scheduling issues. § 2.1.5 Preliminary Cost Estimates § 2.1.5.1 Based on the preliminary design and other design criteria prepared by the Architect, the Construction Manager shall prepare preliminary estimates of the Cost of the Work or the cost of program requirements using area, volume or similar conceptual estimating techniques for the Architect's review and Owner's approval. If the Architect or Construction Manager suggests alternative materials and systems, the Construction Manager shall provide cost evaluations of those alternative materials and systems. § 2.1.5.2 As the Architect progresses with the preparation of the Schematic Design, Design Development and Construction Documents, the Construction Manager shall prepare and update, at appropriate intervals agreed to by the Owner, Construction Manager and Architect, estimates of the Cost of the Work of increasing detail and refinement and allowing for the further development of the design until such time as the Construction Manager submits a Control Estimate for the Work, pursuant to Section 2.2. Such estimates shall be provided for the Architect's review and the Owner's approval. The Construction Manager shall inform the Owner and Architect when estimates of the Cost of the Work exceed the latest approved Project budget and make recommendations for corrective action. AIA Document A134T" — 2009 (formerly A131 TMCMc — 2003). Copyright @ 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 4 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. t This document was produced by AIA software at 09:12:15 ET on 11120/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) § 2.1.6 Subcontractors and Suppliers The Construction Manager shall develop bidders' interest in the Project. § 2.1.7 The Construction Manager shall prepare, for the Architect's review and the Owner's acceptance, a procurement schedule for items that must be ordered well in advance of construction. The Construction Manager shall expedite and coordinate the ordering and delivery of materials that must be ordered well in advance of construction. If the Owner agrees to procure any items prior to the Owner's approval of the Control Estimate, the Owner shall procure the items on terms and conditions acceptable to the Construction Manager. Upon the Owner's approval of the Control Estimate, the Owner shall assign all contracts for these items to the Construction Manager and the Construction Manager shall thereafter accept responsibility for them. § 2.1.8 Extent of Responsibility The Construction Manager shall exercise reasonable care in preparing schedules and estimates. The Construction Manager, however, does not warrant or guarantee estimates and schedules, including the Control Estimate and the estimated date of Substantial Completion, except as provided in Section 2.2.4.5. The Construction Manager is not required to ascertain that the Drawings and Specifications are in accordance with applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, but the Construction Manager shall promptly report to the Architect and Owner any nonconformity discovered by or made known to the Construction Manager as a request for information in such form as the Architect may require. § 2.1.9 Notices and Compliance with Laws The Construction Manager shall comply with applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities applicable to its performance under this Contract, and with equal employment opportunity programs, and other programs as may be required by governmental and quasi governmental authorities for inclusion in the Contract Documents. § 2.2 Control Estimate § 2.2.1 At a time to be mutually agreed upon by the Owner and the Construction Manager and in consultation with the Architect, the Construction Manager shall prepare a Control Estimate for the Owner's review and acceptance. The Control Estimate shall be the sum of the Construction Manager's estimate of the Cost of the Work and the Construction Manager's Fee and shall include those items set forth in Section 2.2.4 below. When the Control Estimate is acceptable to the Owner, the Owner shall acknowledge it in writing. § 2.2.2 The Construction Manager shall develop and implement a detailed system of cost control that will provide the Owner and Architect with timely information as to the anticipated total Cost of the Work. The cost control system shall compare the Control Estimate with the actual cost for activities in progress and estimates for uncompleted tasks and proposed changes. This information shall be reported to the Owner, in writing, no later than the Construction Manager's first Application for Payment and shall be revised and submitted with each Application for Payment. § 2.2.3 To the extent that the Drawings and Specifications are anticipated to require further development by the Architect, the Construction Manager shall provide in the Control Estimate for such further development consistent with the Contract Documents and reasonably inferable therefrom. Such further development does not include changes in scope, systems, kinds and quality of materials, finishes or equipment, all of which, if required, shall be incorporated in a revised Control Estimate by mutual agreement of the parties. § 2.2.4 The Control Estimate shall include .1 a list of the Drawings and Specifications, including all Addenda thereto, and the Conditions of the Contract; .2 a list of the clarifications and assumptions made by the Construction Manager in the preparation of the Control Estimate, including assumptions under Section 2.2.3, to supplement the information provided by the Owner and contained in the Drawings and Specifications; .3 a statement of the estimated Cost of the Work organized by trade categories or systems, allowances, and the Construction Manager's Fee; .4 the anticipated date of Substantial Completion upon which the Control Estimate is based, and a schedule for the issuance dates of the Construction Documents upon which the anticipated Substantial Completion date relies; and AIA Document A734" — 2009 (forrnerly A131 TMCMc — 2003). Copyright® 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 5 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. 1 This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) .5 a statement as to whether or not the duration from the stated date of commencement of the Construction Phase to the estimated date of Substantial Completion shall become the Contract Time and be subject to the provisions of Article 8 of A201-2007. § 2.2.5 The Owner shall authorize the Architect to incorporate the agreed -upon assumptions and clarifications contained in the Control Estimate. The Owner shall promptly furnish those revised Drawings and Specifications to the Construction Manager as they are revised. The Construction Manager shall notify the Owner and Architect of any inconsistencies between the Control Estimate and the revised Drawings and Specifications. § 2.3 Construction Phase § 2.3.1 General § 2.3.1.1 For purposes of Section 8.1.2 of A201-2007, the date of commencement of the Work shall mean the date of commencement of the Construction Phase. § 2.3.1.2 The Construction Phase shall commence upon the Owner's approval of the Control Estimate or the Owner's issuance of a Notice to Proceed, whichever occurs earlier. § 2.3.1.3 Prior to commencement of the Construction Phase, the Construction Manager shall not incur any cost to be reimbursed as part of the Cost of the Work. § 2.3.2 Administration § 2.3.2.1 Those portions of the Work that the Construction Manager does not customarily perform with the Construction Manager's own personnel shall be performed under subcontracts or by other appropriate agreements with the Construction Manager. The Owner may designate specific persons from whom, or entities from which, the Construction Manager shall obtain bids. The Construction Manager shall obtain bids from Subcontractors and from suppliers of materials or equipment fabricated especially for the Work and shall deliver such bids to the Architect. The Owner shall then determine, with the advice of the Construction Manager and the Architect, which bids will be accepted. The Construction Manager shall not be required to contract with anyone to whom the Construction Manager has reasonable objection. § 2.3.2.2 Subcontracts or other agreements shall conform to the applicable payment provisions of this Agreement, and shall not be awarded on the basis of cost plus a fee without the prior consent of the Owner. If the Subcontract is awarded on a cost-plus a fee basis, the Construction Manager shall provide in the Subcontract for the Owner to receive the same audit rights with regard to the Subcontractor as the Owner receives with regard to the Construction Manager in Section 6.11 below. § 2.3.2.3 If the Construction Manager recommends a specific bidder that may be considered a "related party" according to Section 6.10, then the Construction Manager shall promptly notify the Owner in writing of such relationship and notify the Owner of the specific nature of the contemplated transaction, according to Section 6.10.2. § 2.3.2.4 The Construction Manager shall schedule and conduct meetings to discuss such matters as procedures, progress, coordination, scheduling, and status of the Work. The Construction Manager shall prepare and promptly distribute minutes to the Owner and Architect. § 2.3.2.5 Upon the Owner's approval of the Control Estimate, the Construction Manager shall prepare and submit to the Owner and Architect a construction schedule for the Work and submittal schedule in accordance with Section 3.10 of A201-2007. § 2.3.2.6 The Construction Manager shall record the progress ofthe Project. On a monthly basis, or otherwise as agreed to by the Owner, the Construction Manager shall submit written progress reports to the Owner and Architect, showing percentages of completion and other information required by the Owner. The Construction Manager shall also keep, and make available to the Owner and Architect, a daily log containing a record for each day of weather, portions of the Work in progress, number of workers on site, identification of equipment on site, problems that might affect progress of the Work, accidents, injuries, and other information required by the Owner. § 2.4 Professional Services Section 3.12.10 of A201-2007 shall apply to both the Preconstruction and Construction Phases. AIA Document A1341m— 2009 (formerly A131 *"CMe — 2003). Copyright 01994, 2003 and 2009 by The American Institute of Architects. All rights reserved. )nit WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 6 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/2012019 under Order No.0838981703 which expires on 11/1812020, and is not for resale. User Notes: (1734624857) § 2.5 Hazardous Materials Section 10.3 of A201-2007 shall apply to both the Preconstruction and Construction Phases. ARTICLE 3 OWNER'S RESPONSIBILITIES § 3.1 Information and Services Required of the Owner § 3.1.1 The Owner shall provide information with reasonable promptness, regarding requirements for and limitations on the Project, including a written program which shall set forth the Owner's objectives, constraints, and criteria, including schedule, space requirements and relationships, flexibility and expandability, special equipment, systems, sustainability and site requirements. § 3.1.2 Prior to the Owner's approval of the Control Estimate, or within seven days of receiving the Owner's written acknowledgment required by Section 2.2.1, the Construction Manager may request in writing that the Owner provide reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. Thereafter, the Construction Manager may only request such evidence if (1) the Owner fails to make payments to the Construction Manager as the Contract Documents require, (2) a change in the Work materially changes the Contract Sum, or (3) the Construction Manager identifies in writing a reasonable concern regarding the Owner's ability to make payment when due. The Owner shall furnish such evidence as a condition precedent to commencement or continuation of the Work or the portion of the Work affected by a material change. After the Owner furnishes the evidence, the Owner shall not materially vary such financial arrangements without prior notice to the Construction Manager and Architect. § 3.1.3 The Owner shall establish and periodically update the Owner's budget for the Project, including (1) the budget for the Cost of the Work as defined in Section 6.1.1, (2) the Owner's other costs, and (3) reasonable contingencies related to all of these casts. If the Owner significantly increases or decreases the Owner's budget for the Cost of the Work, the Owner shall notify the Construction Manager and Architect. The Owner and the Architect, in consultation with the Construction Manager, shall thereafter agree to a corresponding change in the budget for the Cost of the Work or in the Project's scope and quality. § 3.1.4 Structural and Environmental Tests, Surveys and Reports. During the Preconstruction Phase, the Owner shall furnish the following information or services with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Construction Manager's performance of the Work with reasonable promptness after receiving the Construction Manager's written request for such information or services. The Construction Manager shall be entitled to rely on the accuracy of information and services furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. § 3.1.4.1 The Owner shall furnish tests, inspections and reports required by law and as otherwise agreed to by the parties, such as structural, mechanical, and chemical tests, tests for air and water pollution, and tests for hazardous materials. § 3.1.4.2 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The surveys and legal information shall include, as applicable, grades and lines of streets, alleys, pavements and adjoining property and structures; designated wetlands; adjacent drainage; rights -of -way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the site; locations, dimensions and necessary data with respect to existing buildings, other improvements and trees; and information concerning available utility services and lines, both public and private, above and below grade, including inverts and depths. All the information on the survey shall be referenced to a Project benchmark. § 3.1.4.3 The Owner, when such services are requested, shall furnish services of geotechnical engineers, which may include but are not limited to test borings, test pits, determinations of soil bearing values, percolation tests, evaluations of hazardous materials, seismic evaluation, ground corrosion tests and resistivity tests, including necessary operations for anticipating subsoil conditions, with written reports and appropriate recommendations. § 3.1.4.4 During the Construction Phase, the Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Construction Manager's performance of the Work with reasonable promptness after receiving the Construction Manager's written request for such information or services. AIA Document All34TM — 2009 (formerly A131 TMCMc — 2003). Copyright 01994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 7 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11 /18t202O, and is not for resale. User Notes: (1734624857) § 3.2 Owner's Designated Representative The Owner shall identify a representative authorized to act on behalf of the Owner with respect to the Project. The Owner's representative shall render decisions promptly and furnish information expeditiously, so as to avoid unreasonable delay in the services or Work of the Construction Manager. Except as otherwise provided in Section 4.2.1 of A201-2007, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative. § 3.2.1 Legal Requirements. The Owner shall furnish all legal, insurance and accounting services, including auditing services, that may be reasonably necessary at any time for the Project to meet the Owner's needs and interests. § 3.3 Architect The Owner shall retain an Architect to provide services, duties and responsibilities as described in AIA Document B 133Tm-2014, Standard Form of Agreement Between Owner and Architect, Construction Manager as Constructor Edition. The Owner shall provide the Construction Manager a copy of the executed agreement between the Owner and the Architect, and any further modifications to the agreement. (Paragraphs deleted) ARTICLE 4 MUTUAL RIGHTS AND RESPONSIBILITIES The contractor shall assume toward the subcontractor all obligations and responsibilities that the owner, under the prime contract, assumes toward the contractor, and the subcontractor shall assume toward the contractor all obligations and responsibilities that the contractor, under the prime contract , assumes toward the owner and the architect. The contractor shall have the benefit of all rights, remedies, and redress against the subcontractor that the owner, under the prime contract, has against the contractor, and the subcontractor shall have the benefit of all rights, remedies and redress against the contractor that the contractor, under the prime contract, has against the owner, insofar as applicable to this master agreement. ARTICLE 5 COMPENSATION FOR CONSTRUCTION PHASE SERVICES § 5.1 For the Construction Manager's performance of the Work as described in Section 2.3, the Owner shall pay the Construction Manager the Contract Sum in current funds for the Construction Manager's performance of the Contract. The Contract Sum is the Cost of the Work as defined in Section 6.1.1 plus the Construction Manager's Fee. § 5.1.1 The Construction Manager's Fee: $76,466.49 ALA Document A134T" — 2009 (formerly AM TOCMc — 2003). Copyright* 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 8 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. t This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) § 5.1.2 The method of adjustment of the Construction Manager's Fee for changes in the Work: § 5.1.3 Limitations, if any, on a Subcontractor's overhead and profit for increases in the cost of its portion of the Work: NONE § 5.1.4 Rental rates for Construction Manager -owned equipment shall not exceed N/A percent ( %) of the standard rate paid at the place of the Project. § 5.1.5 Unit prices, if any: (Identify and state the unit price; state the quantity limitations, if any, to which the unit price will be applicable) Item N/A Units and Limitations Price per Unit ($0.00) § 5.2 Changes in the Work § 5.2.1 The Owner may, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions. The Owner shall issue such changes in writing. The Architect may make minor changes in the Work as provided in Section 7.4 of AIA Document A201-2007, General Conditions of the Contract for Construction. The Construction Manager shall be entitled to an equitable adjustment in the Contract Time as a result of changes in the Work. The Construction Manager shall incorporate all changes in the Work and Contract Time as separate entries in the Control Estimate. § 5.2.2 Increased costs for the items set forth in Sections 6.1 through 6.7 that result from changes in the Work shall become part of the Cost of the Work, and the Construction Manager's Fee shall be adjusted as provided in Section 5.1.2. § 5.2.3 If the Construction Manager receives any Drawings, Specifications, interpretations or instructions from the Owner or Architect which are inconsistent with the Contract Documents, or encounters unanticipated conditions, any of which will result in a significant change in the Cost of the Work or estimated date of Substantial Completion in comparison with the Control Estimate, the Construction Manager shall promptly notify the Owner and Architect in writing and shall not proceed with the affected Work until the Construction Manager receives further written instructions from the Owner and Architect. § 5.2.4 If no specific provision is made in Section 5.1.2 for adjustment of the Construction Manager's Fee in the case of changes in the Work, or if the extent of such changes is such, in the aggregate, that application of the adjustment provisions of Section 5.1.2 will cause substantial inequity to the Owner or Construction Manager, the Construction Manager's Fee shall be equitably adjusted on the same basis that was used to establish the Fee for the original Work. ARTICLE 6 COST OF THE WORK FOR CONSTRUCTION PHASE § 6.1 Costs to Be Reimbursed § 6.1.1 The term Cost of the Work shall mean costs necessarily incurred by the Construction Manager in the proper performance of the Work. Such costs shall be at rates not higher than the standard paid at the place of the Project except with prior consent of the Owner. The Cost of the Work shall include only the items set forth in Sections 6.1 through 6.7. § 6.1.2 Where any cost is subject to the Owner's prior approval, the Construction Manager shall obtain this approval prior to incurring the cost. § 6.2 Labor Costs § 6.2.1 Wages of construction workers directly employed by the Construction Manager to perform the construction of the Work at the site or, with the Owner's prior approval, at off -site workshops. AIA Document A134Tm — 2009 (formerly A131 TMCMc — 2003). Copyright ®1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 9 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) (Paragraphs deleted) § 6.2.3 Wages and salaries of the Construction Manager's supervisory or administrative personnel engaged at factories, workshops or on the road, in expediting the production or transportation of materials or equipment required for the Work, but only for that portion of their time required for the Work. § 6.2.4 Costs paid or incurred by the Construction Manager for taxes, insurance, contributions, assessments and benefits required by law or collective bargaining agreements and, for personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided such costs are based on wages and salaries included in the Cost of the Work under Sections 6.2.1 through 6.2.3. § 6.2.5 Bonuses, profit sharing, incentive compensation and any other discretionary payments paid to anyone hired by the Construction Manager or paid to any Subcontractor or vendor, with the Owner's prior approval. § 6.3 Subcontract Costs Payments made by the Construction Manager to Subcontractors in accordance with the requirements of the subcontracts. § 6.4 Costs of Materials and Equipment Incorporated in the Completed Construction § 6.4.1 Costs, including transportation and storage, of materials and equipment incorporated or to be incorporated in the completed construction. § 6.4.2 Costs of materials described in the preceding Section 6.4.1 in excess of those actually installed to allow for reasonable waste and spoilage. Unused excess materials, if any, shall become the Owner's property at the completion of the Work or, at the Owner's option, shall be sold by the Construction Manager. Any amounts realized from such sales shall be credited to the Owner as a deduction from the Cost of the Work. § 6.5 Costs of Other Materials and Equipment, Temporary Facilities and Related Items § 6.5.1 Costs of transportation, storage, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities, machinery, equipment and hand tools not customarily owned by construction workers that are provided by the Construction Manager at the site and fully consumed in the performance of the Work. Costs of materials, supplies, temporary facilities, machinery, equipment and tools that are not fully consumed shall be based on the cost or value of the item at the time it is first used on the Project site less the value of the item when it is no longer used at the Project site. Costs for items not fully consumed by the Construction Manager shall mean fair market value. § 6.5.2 Rental charges for temporary facilities, machinery, equipment and hand tools not customarily owned by construction workers that are provided by the Construction Manager at the site and costs of transportation, installation, minor repairs, dismantling and removal. The total rental cost of any Construction Manager -owned item may not exceed the purchase price of any comparable item. Rates of Construction Manager -owned equipment and quantities of equipment shall be subject to the Owner's prior approval. § 6.5.3 Costs of removal of debris from the site of the Work and its proper and legal disposal. § 6.5.4 Costs of document reproductions, facsimile transmissions and long-distance telephone calls, postage and parcel delivery charges, telephone service at the site and reasonable petty cash expenses of the site office. § 6.5.5 That portion of the reasonable expenses of the Construction Manager's supervisory or administrative personnel incurred while traveling in discharge of duties connected with the Work. § 6.5.6 Costs of materials and equipment suitably stored off the site at a mutually acceptable location, subject to the Owner's prior approval. § 6.6 Miscellaneous Costs § 6.6.1 Premiums for that portion of insurance and bonds required by the Contract Documents that can be directly attributed to this Contract. Self-insurance for either full or partial amounts of the coverages required by the Contract Documents, with the Owner's prior approval. AIA Document A134TM — 2009 (formerly A131 TMCMc — 2003). Copyright* 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 10 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. t This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) § 6.6.2 Sales, use or similar taxes imposed by a governmental authority that are related to the Work and for which the Construction Manager is liable. § 6.6.3 Fees and assessments for the building permit and for other permits, licenses and inspections for which the Construction Manager is required by the Contract Documents to pay. § 6.6.4 Fees of laboratories for tests required by the Contract Documents, except those related to defective or nonconforming Work for which reimbursement is excluded by Section 13.5.3 of AIA Document A201-2007 or by other provisions of the Contract Documents, and which do not fall within the scope of Section 6.7.3. § 6.6.5 Royalties and license fees paid for the use of a particular design, process or product required by the Contract Documents; the cost of defending suits or claims for infringement of patent rights arising from such requirement of the Contract Documents; and payments made in accordance with legal judgments against the Construction Manager resulting from such suits or claims and payments of settlements made with the Owner's consent. However, such costs of legal defenses, judgments and settlements shall not be included in the calculation of the Construction Manager's Fee. If such royalties, fees and costs are excluded by the last sentence of Section 3.17 of AIA Document A201-2007 or other provisions of the Contract Documents, then they shall not be included in the Cost of the Work. § 6.6.6 Costs for electronic equipment and software, directly related to the Work with the Owner's prior approval. § 6.6.7 Deposits lost for causes other than the Construction Manager's negligence or failure to fulfill a specific responsibility in the Contract Documents. § 6.6.8 Legal, mediation and arbitration costs, including attorneys' fees, other than those arising from disputes between the Owner and Construction Manager, reasonably incurred by the Construction Manager after the execution of this Agreement in the performance of the Work and with the Owner's prior approval, which shall not be unreasonably withheld. § 6.6.9 Subject to the Owner's prior approval, expenses incurred in accordance with the Construction Manager's standard written personnel policy for relocation and temporary living allowances of the Construction Manager's personnel required for the Work. § 6.7 Other Costs and Emergencies § 6.7.1 Other costs incurred in the performance of the Work if, and to the extent, approved in advance in writing by the Owner. § 6.7.2 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons and property, as provided in Section 10.4 of AIA Document A201-2007. § 6.7.3 Costs of repairing or correcting damaged or nonconforming Work executed by the Construction Manager, Subcontractors or suppliers, provided that such damaged or nonconforming Work was not caused by negligence or failure to fulfill a specific responsibility of the Construction Manager and only to the extent that the cost of repair or correction is not recovered by the Construction Manager from insurance, sureties, Subcontractors, suppliers, or others. § 6.7.4 The costs described in Sections 6.1 through 6.7 shall be included in the Cost of the Work notwithstanding any provision of AIA Document A201-2007 or other Conditions of the Contract which may require the Construction Manager to pay such costs, unless such costs are excluded by the provisions of Section 6.8. § 6.8 Costs Not to Be Reimbursed § 6.8.1 The Cost of the Work shall not include the items listed below: .1 Salaries and other compensation of the Construction Manager's personnel stationed at the Construction Manager's principal office or offices other than the site office, except as specifically provided in Section 6.2, or as may be provided in Article 11; .2 Expenses of the Construction Manager's principal office and offices other than the site office; .3 Overhead and general expenses, except as may be expressly included in Sections 6.1 through 6.7; AIA Document A134T" — 2009 (formerly A131 T'"CMc — 2003). Copyright 01994, 2003 and 2009 by The American Institute of Architects. All rights reserved. [nit WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 11 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11 /18/2020, and is not for resale. User Notes: (1734624857) .4 The Construction Manager's capital expenses, including interest on the Construction Manager's capital employed for the Work; .5 Except as provided in Section 6.7.3 of this Agreement, costs due to the negligence or failure of the Construction Manager, Subcontractors and suppliers or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable to fulfill a specific responsibility of the Contract; .6 Any cost not specifically and expressly described in Sections 6.1 through 6.7; and .7 Costs for services incurred during the Preconstruction Phase. § 6.9 Discounts, Rebates and Refunds § 6.9.1 Cash discounts obtained on payments made by the Construction Manager shall accrue to the Owner if (1) before making the payment, the Construction Manager included them in an Application for Payment and received payment from the Owner, or (2) the Owner has deposited funds with the Construction Manager with which to make payments; otherwise, cash discounts shall accrue to the Construction Manager. Trade discounts, rebates, refunds and amounts received from sales of surplus materials and equipment shall accrue to the Owner, and the Construction Manager shall make provisions so that they can be obtained. § 6.9.2 Amounts that accrue to the Owner in accordance with the provisions of Section 6.9.1 shall be credited to the Owner as a deduction from the Cost of the Work. § 6.10 Related Party Transactions § 6.10.1 For purposes of Section 6.10, the term "related party" shall mean a parent, subsidiary, affiliate or other entity having common ownership or management with the Construction Manager; any entity in which any stockholder in, or management employee of, the Construction Manager owns any interest in excess of ten percent in the aggregate; or any person or entity which has the right to control the business or affairs of the Construction Manager. The term "related party" includes any member of the immediate family of any person identified above. § 6.10.2 If any of the costs to be reimbursed arise from a transaction between the Construction Manager and a related party, the Construction Manager shall notify the Owner of the specific nature of the contemplated transaction, including the identity of the related party and the anticipated cost to be incurred, before any such transaction is consummated or cost incurred. If the Owner, after such notification, authorizes the proposed transaction, then the cost incurred shall be included as a cost to be reimbursed, and the Construction Manager shall procure the Work, equipment, goods or service from the related party, as a Subcontractor, according to the terms of Sections 2.3.2.1, 2.3.2.2 and 2.3.2.3. If the Owner fails to authorize the transaction, the Construction Manager shall procure the Work, equipment, goods or service from some person or entity other than a related party according to the terms of Sections 2.3.2.1, 2.3.2.2 and 2.3.2.3. (Paragraphs deleted) ARTICLE 7 PAYMENTS FOR CONSTRUCTION PHASE SERVICES § 7.1 Progress Payments § 7.1.1 Based upon Applications for Payment submitted to the Architect by the Construction Manager and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Construction Manager as provided below and elsewhere in the Contract Documents. § 7.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: § 7.1.3 Provided that an Application for Payment is received by the Architect not later than the 1 st day of a month, the Owner shall make payment of the certified amount to the Construction Manager not later than the 15th day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than 15 ( fifteen ) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time) AIA Document A134TM — 2009 (formerly A131 TMCMc — 2003). Copyright® 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 12 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. t This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/1812020, and is not for resale. User Notes: (1734624857) § 7.1.4 With each Application for Payment, the Construction Manager shall submit payrolls, petty cash accounts, receipted invoices or invoices with check vouchers attached, and any other evidence required by the Owner or Architect to demonstrate that cash disbursements already made by the Construction Manager on account of the Cost of the Work equal or exceed progress payments already received by the Construction Manager, less that portion of those payments attributable to the Construction Manager's Fee, plus payrolls for the period covered by the present Application for Payment. § 7.1.5 Applications for Payment shall show the Cost of the Work actually incurred by the Construction Manager through the end of the period covered by the Application for Payment and for which the Construction Manager has made or intends to make actual payment prior to the next Application for Payment. § 7.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take the Cost of the Work as described in Section 6.1.1; .2 Add the Construction Manager's Fee, less retainage of 5 percent ( five %). The Construction Manager's Fee shall be computed upon the Cost of the Work described in the preceding Section 7.1.6.1 at the rate stated in Section 5.1.1; or if the Construction Manager's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum Fee as the Cost of the Work bears to a reasonable estimate of the probable Cost of the Work upon its completion; .3 Subtract retainage of percent ( %) from that portion of the Work that the Construction Manager self -performs; .4 Subtract the aggregate of previous payments made by the Owner; .5 Subtract the shortfall, if any, indicated by the Construction Manager in the documentation required by Section 7.1.4 or resulting from errors subsequently discovered by the Owner's auditors in such documentation; and .6 Subtract amounts, if any, for which the Architect has withheld or withdrawn a Certificate for Payment as provided in the Contract Documents. § 7.1.7 The Owner and Construction Manager shall agree upon (1) a mutually acceptable procedure for review and approval of payments to Subcontractors and (2) the percentage of retainage held on Subcontracts, and the Construction Manager shall execute subcontracts in accordance with those agreements. § 7.1.8 Except with the Owner's prior approval, the Construction Manager shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 7.1.9 In taking action on the Construction Manager's Applications for Payment, the Architect shall be entitled to rely on the accuracy and completeness of the information furnished by the Construction Manager and shall not be deemed to represent that the Architect has made a detailed examination, audit or arithmetic verification of the documentation submitted in accordance with Section 7.1.4 or other supporting data; that the Architect has made exhaustive or continuous on -site inspections; or that the Architect has made examinations to ascertain how or for what purposes the Construction Manager has used amounts previously paid on account of the Contract. Such examinations, audits and verifications, if required by the Owner, will be performed by the Owner's auditors acting in the sole interest of the Owner. § 7.2 Final Payment § 7.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Construction Manager when .1 the Construction Manager has fully performed the Contract except for the Construction Manager's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Construction Manager has submitted a final accounting for the Cost of the Work and a final Application for Payment; and .3 a final Certificate for Payment has been issued by the Architect. The Owner's final payment to the Construction Manager shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: AIA Document A134T" — 2009 (formerly A131 TMCMc — 2003). Copyright @ 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 13 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) § 7.2.2 The Owner's auditors will review and report in writing on the Construction Manager's final accounting within 30 days after delivery of the final accounting to the Architect by the Construction Manager. Based upon such Cost of the Work as the Owner's auditors report to be substantiated by the Construction Manager's final accounting, and provided the other conditions of Section 7.2.1 have been met, the Architect will, within seven days after receipt of the written report of the Owner's auditors, either issue to the Owner a final Certificate for Payment with a copy to the Construction Manager, or notify the Construction Manager and Owner in writing of the Architect's reasons for withholding a certificate as provided in Section 9.5.1 of the AIA Document A201-2007. The time periods stated in this Section supersede those stated in Section 9.4.1 of the AIA Document A201-2007. The Architect is not responsible for verifying the accuracy of the Construction Manager's final accounting. § 7.2.3 If the Owner's auditors report the Cost of the Work as substantiated by the Construction Manager's final accounting to be less than claimed by the Construction Manager, the Construction Manager shall be entitled to request mediation of the disputed amount without seeking an initial decision pursuant to Section 15.2 of A201-2007. A request for mediation shall be made by the Construction Manager within 30 days after the Construction Manager's receipt of a copy of the Architect's final Certificate for Payment. Failure to request mediation within this 30-day period shall result in the substantiated amount reported by the Owner's auditors becoming binding on the Construction Manager. Pending a final resolution of the disputed amount, the Owner shall pay the Construction Manager the amount certified in the Architect's final Certificate for Payment. § 7.2.4 If, subsequent to final payment and at the Owner's request, the Construction Manager incurs costs described in Section 6.1.1 and not excluded by Section 6.8 to correct defective or nonconforming Work, the Owner shall reimburse the Construction Manager such costs and the Construction Manager's Fee applicable thereto on the same basis as if such costs had been incurred prior to final payment. ARTICLE 8 INSURANCE AND BONDS For all phases of the Project, the Construction Manager and the Owner shall purchase and maintain insurance Type of Insurance or Bond Limit of Liability or Bond Amount ($0.00) ARTICLE 9 DISPUTE RESOLUTION § 9.1 Any Claim between the Owner and Construction Manager shall be resolved in accordance with the provisions set forth in this Article 9 and Article 15 of A201-2007. However, § 9.2 For any Claim subject to, but not resolved by mediation pursuant to Section 15.3 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Construction Manager do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction) [ X ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 [ ] Litigation in a court of competent jurisdiction [ ] Other: (Spec) § 9.3 initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007 for Claims arising from or relating to the Construction Manager's Construction Phase services, unless the parties appoint below another individual, not a party to the Agreement, to serve as the Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) AIA Document A134'" — 2009 (formerly A131 1"Clt9c — 2003). Copyright @ 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 14 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) ARTICLE 10 TERMINATION OR SUSPENSION § 10.1 Termination Prior to Owner's Approval of the Control Estimate § 10.1.1 Prior to the Owner's approval of the Control Estimate, the Owner may terminate this Agreement upon not less than seven days' written notice to the Construction Manager for the Owner's convenience and without cause and the Construction Manager may terminate this Agreement, upon not less than seven days' written notice to the Owner, for the reasons set forth in Section 14.1.1 of A201 2007. (Paragraph deleted) § 10.1.3 In the event of termination of this Agreement pursuant to Section 10.1.1, after the commencement of the Construction Phase but prior to the Owner's approval of the Control Estimate, the Owner shall pay to the Construction Manager under Section 10.1.2 an amount calculated as follows, which amount shall be in addition to any compensation paid to the Construction Manager under Section 10.1.2: .1 Take the Cost of the Work incurred by the Construction Manager to the date of termination; .2 Add the Construction Manager's Fee computed upon the Cost of the Work to the date of termination at the rate stated in Section 5.1 or, if the Construction Manager's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum Fee as the Cost of the Work at the time of termination bears to a reasonable estimate of the probable Cost of the Work upon its completion; and .3 Subtract the aggregate of previous payments made by the Owner for Construction Phase services. The Owner shall also pay the Construction Manager fair compensation, either by purchase or rental at the election of the Owner, for any equipment owned by the Construction Manager which the Owner elects to retain and which is not otherwise included in the Cost of the Work under Section 10.1.3.1. To the extent that the Owner elects to take legal assignment of subcontracts and purchase orders (including rental agreements), the Construction Manager shall, as a condition of receiving the payments referred to in this Article 10, execute and deliver all such papers and take all such steps, including the legal assignment of such subcontracts and other contractual rights of the Construction Manager, as the Owner may require for the purpose of fully vesting in the Owner the rights and benefits of the Construction Manager under such subcontracts or purchase orders. All Subcontracts, purchase orders and rental agreements entered into by the Construction Manager will contain provisions allowing for assignment to the Owner as described above. If the Owner accepts assignment of subcontracts, purchase orders or rental agreements as described above, the Owner will reimburse or indemnify the Construction Manager for all costs arising under the subcontract, purchase order or rental agreement if those costs would have been reimbursable as Cost of the Work if the contract had not been terminated. If the Owner chooses not to accept assignment of any subcontract, purchase order or rental agreement that would have constituted a Cost of the Work had this agreement not been terminated, the Construction Manager will terminate the subcontract, purchase order or rental agreement and the Owner will pay the Construction Manager the costs necessarily incurred by the Construction Manager because of such termination. § 10.2 Termination Subsequent to the Owner's Approval of the Control Estimate § 10.2.1 Subsequent to the Owner's approval of the Control Estimate, the Contract may be terminated as provided in Sections 14.1.1, 14.1.2 and 14.2.1 of A201-2007. The provisions of Article 14 of A201-2007 do not otherwise apply to this Section 10.2. § 10.2.2 In the event of such termination by the Owner, the amount payable to the Construction Manager shall not exceed the amount the Construction Manager would have been entitled to receive pursuant to Sections 10.1.2 and 10.1.3 of this Agreement, less any compensation that may be awarded to the Owner pursuant to Article 9. § 10.2.3 In the event of such termination by the Construction Manager, the amount payable to the Construction Manager shall be in accordance with Sections 10.1.2 and 10.1.3 of this Agreement, except that the Construction AIA Document A134TM — 2009 (formerly A131 TMCMc — 2003). Copyright d 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 15 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/2012019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) Manager's Fee shall be calculated as if the Work had been fully completed by the Construction Manager, including a reasonable estimate of the Cost of the Work for Work not actually completed. § 10.2.4 In addition to the Owner's right to terminate this Agreement for cause as provided in Section 14.2.1 of A201-2007, the Owner may terminate this Agreement for convenience as provided in Section 14.4; however, the Owner shall then only pay the Construction Manager an amount calculated as follows: .1 Take the Cost of the Work incurred by the Construction Manager to the date of termination; Add the Construction Manager's Fee computed upon the Cost of the Work to the date of termination at the rate stated in Section 5.1.1 or, if the Construction Manager's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum Fee as the Cost of the Work at the time of termination bears to a reasonable estimate of the probable Cost of the Work upon its completion; and Subtract the aggregate of previous payments made by the Owner. § 10.3 Suspension The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. In such case, the Control Estimate and Contract Time shall be increased as provided in Section 14.3.2 of AIA Document A201-2007, except that the term "profit" shall be understood to mean the Construction Manager's Fee as described in Sections 5.1 and 5.2.4 of this Agreement. ARTICLE 11 MISCELLANEOUS PROVISIONS § 11.1 Terms in this Agreement shall have the same meaning as those in A201-2007. § 11.2 Ownership and Use of Documents Section 1.5 of A201-2007 shall apply to both the Preconstruction and Construction Phases. § 11.3 Governing Law Section 13.1 of A201-2007 shall apply to both the Preconstruction and Construction Phases. § 11.4 Assignment The Owner and Construction Manager, respectively, bind themselves, their agents, successors, assigns and legal representatives to this Agreement. Neither the Owner nor the Construction Manager shall assign this Agreement without the written consent of the other, except that the Owner may assign this Agreement to a lender providing financing for the Project if the lender agrees to assume the Owner's rights and obligations under this Agreement. Except as provided in Section 13.2.2 of A201-2007, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 11.5 Other provisions: ARTICLE 12 SCOPE OF THE AGREEMENT § 12.1 This Agreement represents the entire and integrated agreement between the Owner and the Construction Manager and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Owner and Construction Manager. § 12.2 The following documents comprise the Agreement: .1 AIA Document A134-2009, Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee without a Guaranteed Maximum Price .2 AIA Document A201-2007, General Conditions of the Contract for Construction .3 AIA Document E201Tm-2007, Digital Data Protocol Exhibit, if completed, or the following: .4 AIA Document E202Tm-2008, Building Information Modeling Protocol Exhibit, if completed, or the following: AIA Document A134Tm — 2009 (formerly A131 T" CMc — 2003). Copyright ® 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 16 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) .5 Other documents: (List other documents, if any, forming part of the Agreement.) This Agreement is entered into as of the day and year first written above. (Signature) Julien Ber iet P esident (Printed name d title) AIA Document A134TM — 2009 (formerly A131 "'CMc — 2003). Copyright ®1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. )nit WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 17 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) Additions and Deletions Report for AIA® Document A 134T' - 2009 This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 09:12:15 ET on 11/20/2019. AGREEMENT made as of the 20th day of November in the year 2019 Yuri Morales 1298 NE 95' Street Miami Shores, FL. 33138 Construction DNA Corp 7636 NE 0' Court #114 Miami, FL. 33138 Morales Residence 1298 NE 95th Street Miami Shores, FL. 33138 DN'A Design & Architecture 7636 NE 41h Court #114 Miami, FL. 33138 Yuri Morales 1298 NE 951' Street Miami Shores, FL. 33138 Julien BeEgier Construction DNA Corp 7636 NE 4th Court #114 Miami, FL. 33138 PAGE Rodrigo Carrion 7636 NE 41' Court #114 Additions and Deletions Report for AIA Document A134TM — 2009 (forrnerly A131 TMCM — 2003). Copyright ®1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) Miami, FL. 33138 PAGE 4 PAGE 8 § 4-1.3 ifthe Pfeeenstfuefien Phase sef-viees eewr-ed by this Agr-eement have ne4 been eempleted within ( )fnenths-- .. &YS thA- i"IfOic-16-1 &AW beaF inter-ess at the below, ifl the themof the legal ) afteF shall Fate effliffed OF absenee at Fate ARTICLE 4 MUTUAL RIGHTS AND RESPONSIBILITIES The contractor shall assume toward the subcontractor all obligations and responsibilities that the owner, under the prime contract, assumes toward the contractor, and the subcontractor shall assume toward the contractor all obligations and responsibilities that the contractor, under the prime contract, assumes toward the owner and the architect. The contractor shall have the benefit of all rights, remedies, and redress against the subcontractor that the owner, under the prime contract, has against the contractor, and the subcontractor shall have the benefit of all rights, remedies and redress against the contractor that the contractor, under the nrime contract, has against the owner, insofar as applicable to this master agreement. (StMe a lump sum, pereentage of Gest ef the Wer-k er- other- provision fer- deteFmining the Genstmetien Manager-'s Fee:} 76 466.49 PAGE 9 NONE Additions and Deletions Report for AIA Document A134TM — 2009 (formerly A131 TmCMc — 2003). Copyright @ 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) § 5.1.4 Rental rates for Construction Manager -owned equipment shall not exceed N/A percent ( %) of the standard rate paid at the place of the Project. N/A PAGE 10 PAGE 12 Y. •. • • IMM ex:a�a § 7.1.3 Provided that an Application for Payment is received by the Architect not later than the 1st day of a month, the Owner shall make payment of the certified amount to the Construction Manager not later than the 15th day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than 15 ( fifteen days after the Architect receives the Application for Payment. PAGE 13 Add the Construction Manager's Fee, less retainage of S percent ( five %). The Construction Manager's Fee shall be computed upon the Cost of the Work described in the preceding Section 7.1.6.1 at the rate stated in Section 5.1.1; or if the Construction Manager's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum Fee as the Cost of the Work bears to a reasonable estimate of the probable Cost of the Work upon its completion; PAGE 14 For all phases of the Project, the Construction Manager and the Owner shall purchase and maintain insufmae, and Genstfuefien Manager- shall provide bonds as set fe#h in Affiele 11 of AIA Deeument A201 insurance § 9.1 Any Claim between the Owner and Construction Manager shall be resolved in accordance with the provisions set forth in this Article 9 and Article 15 of A201-2007. However, Additions and Deletions Report for AIA Document A134TM — 2009 (formerly A131 TMCMc — 2003). Copyright @ 1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 3 reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) ManageF's Weeenstmefien Phase sepviees, no deeisien by the Initial Deeisien Maker- shall be r-equir-ed as a eendifien pr-eeedent te medimien er- binding disptAe mseltAiea, and Seefien 9.3 of this Agreement sha4l net apply. [ X ] Arbitration pursuant to Section 15.4 of AIA Document A201 2007 PAGE 15 44: PAGE 17' Yuri Morales Julien Bereier President Additions and Deletions Reportfor AIA Document A134TM — 2009 (formerly A131 "mCMc — 2003). Copyright ©1994, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 4 reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) Certification of Document's Authenticity AIA® Document D401 TM - 2003 I, , hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 09:12:15 ET on 11/20/2019 under Order No. 0836981703 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document Al 34Tm — 2009, Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee without a Guaranteed Maximum Price, as published by the AIA in its software, other than those additions and deletions shown in the alssociated Additions and Deletions Report. (Signed) (Title) (Dated) AIA Document D401 T" — 2003. Copyright 01992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:12:15 ET on 11/20/2019 under Order No.0836981703 which expires on 11/18/2020, and is not for resale. User Notes: (1734624857) M 1AM I•Department of Regu�Wiory-and Economic Resources [�Ak Impact Fee Assessment Process Number: M2019017580-0 Batch: Collection Number: Folio: 1132060144030 Site Address: 1298 NE 95 ST Fee Payer: Assessment Date: 07/26/2019 Disclaimer Note: ROAD/FIRE(POUPKS impact fees will increase on 101112019 Online Payment available at: https://www8.miamidade.gov/apps(rerlimpactFeesPaymentsldefau/t aspx Payment can be made by Credit Card, Cash, Check or Cashiers's Check Payable to Miami Dade County Fee Type Dist Id Category Cat Description Units Fee Extended Amount Deferred UNIT SIZE (SQ FT) UNIT SIZE (SQ FT) 1.0 2007 00 RESIDENTIAL 1.0 2007 00 RESIDENTIAL ROAD 2.0 210 00 SINGLE-FAMILY DETACHED 2.0 210 00 SINGLE-FAMILY DETACHED SCHL 1.0 5001 00 RESIDENTIAL UNIT 1.0 5001 00 RESIDENTIAL UNIT Amount $0.00 3,800$0.9180 $3,488.40 (3,520) $0,9180 ($3,231.36) $0.00 1. $432.6150 $432.62 (1) $432.6150 ($432.62) $0.00 1 $8,947.8980 $8,947.90 (1), $8,947.8980 ($8,947.90) $0.00 1 $612.0000 $612.00 (1) ,. $612.0000 ($612.00) Assessment Total Amount: $257.04 Deferral Amount: $0.00 Current Balance Due: $257.04 Report run on: July 26, 2019 04:02 PM Page 1 of 1