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RC-15-2306 (3) MORE' ` , INC.1932 ilogo of 0llov" Miami shores Village �LORiDp' Building Department 10050 N.E.2nd Avenue I yyyl Miami Shores, Florida 33138 Tel: (305) 795.2204 Name: (7Z'o Nl rZ,(, Fax: (305) 756.8972 Permit # a-C t 5 -2,3 � Email: 0Z02Av;i, (E�, Phone # G) (,(,-I - SZy 2 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST k-Building permit card. �urveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended JN""�I tr setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation —(Sealed by surveyor). Expiration date required on the form. ertificate of Insulation. Cc�ertificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. EY Compaction Letter(Density report is required) IN PIU' - ❑m—FWa'lcertification letter from the Engineer/Architect(on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing)Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-277403 Permit Number: RC-9-15-2306 Inspection Date: February 24, 2017 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: RAMET, JEAN-BAPTISTE Work Classification: Alteration Job Address:35 NE 91 Street Miami Shores, FL 33138- Phone Number (954)667-5242 Parcel Number 1132060130100 Project: <NONE> Contractor: A-B REMODELING INC Phone: (954)667-5242 Building Department Comments EXISTING FLORIDA ROOM TO BE REMOVED AS Infractio Passed Comments PROPOSED NEW. INTERIOR RENOVATION AT INSPECTOR COMMENTS False ENTIRELY HOUSE. 03-31-2016 Qualifier to schedule meeting with building official. Inspector Comments Passed Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 February 24, 2017 Page 1 of 1 ! SURVEYMAPSCALE: 1"_ !20' •.. :.. Lot 9 Lot a _ __ Lot 7 ,�'� Lot 6 50.00 50.00' - - 50.00 —50.00- 15' 0.0015' Alley / ±11' asphalt / Found iron rod by Plat Book 10, Page 70 (MDCR) RE No ID Found iron rod CFS No ID (, ED 2.00'0.18' 1 'I -A 0.23' N t7+ 35 N.E. 91 Street © Miami Shores, Florida 33138 • Qa N m A I Property Location I ( 13.40 27.8T e I I de 3 Legal Description w 1715 s at 17, Block 1 of MIAMI SHORES SECTION No.1 - AMENDED, according to the plat thereof o o z as recorded in Plat Book 10, Page 70 of the Public Records of Miami-Dade County, Florida. 14.75 'l t Q° OD 24.15 tp t •yo' Survey Date: 04/02/2015 Job Number: 15-5012 Revision: A- Topographic data added 8/6/15 0 N Single St ry -" 'i)M31 B- Pool added 11/22/2016 R@SiCIL @ CE' Ac II \� L� National Flood Insurance Certified to: � 35 N.E. 91 Street o Community Panel: 12086 C 0302 L Jean Baptite Romet & Daisy De La Torre Miami Shores, Florida Flood Zone: X Serber & Associates, PA Base Flood Elevation: N/A First American Title Insurance Company rawest finished Haar 12.99' �cvD 2s Firm Date: 09/11/2009 SURVEYORS NOTES 2150ti �J —This is a Boundary survey. i P 1460 , —Legal description used for this survey was provided by others. -This Survey has been prepared for the exclusive use of the entities named hereon and do not extend to anyunnamed parties. 1620 -No title policy, title commitment, abstract, or certificate of title was available; therefore easements and other matters of ll.ea' record may not be reflected in this survey. Obtain current title work and verify easements before constrWcting improvements -Bearings, if any, shown hereon are based on Plat Book 10, Page 70 of Miami-Dade County, Florida. -All dimensions and directions shown hereon are in substantial agreement with record values unless otherwise noted. -Due to varying construction standards, house dimensions are approximate. -All ties to property line are perpendicular to it, unless otherwise noted. -In all cases dimensions shall control location over scaled positions. "' 0.2 Cr s. -Elevations, if shown, are based of N.G.V.D. 1929. L' .-b 9679. q.ft. West /2 •o east 1/2 -Benchmark No.N-568 z5.o ' " 0.99' 2s.00' Lot 15Lot 18 o f.o 17 Lot 18 Elevation:(NGVD29): 9.65 feet 50.00' 50.00' N 5 0' 50.00'Located at NE 95 ST --- 35' NORTH OF C/L & N MIAMI AVE --- 25' WEST OF PROJECTED WEST EDGE OF PAVEMENT -This survey does not determine or imply ownership. - -Underground improvements and utilities were not located. 75.00' S' concrete sidewalk -Not valid without the signature & raised seal of a Florida licensed surveyor and mapper. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON, AS RECENTLY SURVEYED AND Found iron rod Found drill hole Found drill hole DRAWN UNDER MY SUPERVISION, MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH No to No iD No edge on sidewalk edge IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL "° 1D SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUES. Le ora 1 1 0 o —•--r—•—chain link fence —ai-ar--n—wood fence RD �.MSN �i� /r -p--o--o--metal fence ,rQ` G61 � o ��overhead Utility Lines V SE IV[J (P l 7 y Inc . p Air Conditioner R. Minguell no asphalt a �v ��•: 1 ' ^ Property Line - A No.6402 w _ Land Surveyors & Planners y .-a � - S t Center Line =0 t a L.B.7272 — - - - --¢I ° - - male u, '•, STATE OF �Q` 954-298-8935 Encroachments BCH Brotwara County Records d'i FLORIDA Fax 954-392-6060 PBCR Palm Beach County Records 1,Ov None apparenticar . inguei Minguell®bellsouth.net ma .,a' Existing Elevation SURVE`4'_��� Registered Lan State eyoFloridaPper 2841 Montvideo Avenue o Cooper City, Florida 33026 a cQ Wood Utility Pole ••• • • • ••i • • Types of Surveys & Applicability ' . • ' ' • ' • ' • • ALTA/ACSM Survey: a surveying standard jointly proposed by the American Land Title Association and the American Congress • on Surveying and Mapping that incorporates elements of the boundary survey, mortgage survey,and topographic survey. ingu- -ei: i+ - • nc . • Boundary Survey:the actual physical extent of property ownership,typically witnessed by monuments or markers,such as (typically iron rods, pipes or concrete monuments in the ground. Land Surve-yoxis.� •:• • Deformation Survey: a survey to determine if a structure or object is changing shape or moving.The three-dimensional • positions of specific points on an object are determined,a period of time is allowed to pass,these positions are then re-measured •• ••• '• and calculated,and a comparison between the two sets of positions is made. • Geological Survey:generic term for a survey conducted for the purpose of recording the geologically significant features of the area under investigation. • Hydrographic Survey: a survey conducted with the purpose of mapping the coastline and seabed for navigation,engineering, or resource management purposes. Products of such surveys are nautical charts. • Record Survey:a survey conducted several times during a construction project to verify,for local and state boards(USA),that the work authorized was completed to the specifications set on the Plot Plan or Site Plan.This usually entails a complete survey of the site to confirm that the structures, utilities,and roadways proposed were built in the proper locations authorized in the Plot Plan or Site Plan. ' • Topographic Survey: a survey that measures the elevation of points on a particular piece of land,and presents them as contours on a plot. • Wetlands Delineation&Location Survey:a survey that is completed when construction work is to be done on or near a site containing defined wetlands. Definitions • "Alley" means a right-of-way providing a secondary means of access and service to abutting property. • "Block"includes"tier"or"group" and means a group of lots existing within well-defined and fixed boundaries, usually being an area surrounded by streets or other physical barriers and having an assigned number, letter,or other name through which it may be identified. • "Easement" means any strip of land created by a subdivider for public or private utilities, drainage,sanitation, or other specified uses having limitations,the title to which shall remain in the name of the property owner,subject to the right of use designated in the reservation of the servitude. • "Public utility"includes any public or private utility,such as, but not limited to,storm drainage, sanitary sewers, electric power, water service,gas service,or telephone line,whether underground or overhead. • "Professional surveyor and mapper" means a surveyor and mapper registered under chapter 472 who is in good standing with the Board of Professional Surveyors and Mappers. 2841 Montevideo Avenue • "Lot" includes tract or parcel and means the least fractional part of subdivided lands having limited fixed boundaries,and an assigned number, letter, or other name through which it may be identified. Cooper City, Florida 33026 • "P.R.M." means a permanent reference monument. 954-298-8935 • "Right-of-way" means land dedicated,deeded, used, or to be used for a street,alley,walkway, boulevard,drainage facility, Fax: 954-392-6060 access for ingress and egress,or other purpose by the public,certain designated individuals, or governing bodies. Penalty for disturbing monuments.--Any person who willfully modifies,defaces,disturbs,removes,or destroys any monument or Minguell@bellsouth.net reference monument placed, or corner record filed, under the authority of this act without first obtaining written permission from the department is guilty of a misdemeanor of the first degree, punishable as provided in s.775.082 or s. 775.083. A BEST INSULATION, INC 13849 S.W 142nd.Avenue, Miami, FL. 33186 Phone (561) 514-8885 * (954) 456-3688 * (305) 233-1818 Insulation Certificate: Permit# IC } or Project Name: JEAN BAPTISTE Job Address: 35 NE 91St Street, Miami Shores, FL. 33138 Statement of Compliance: We, the undersigned, hereby certify that the Thermal Insulation has been installed in the above referenced project, in compliance with the latest edition of the State of Floridad Energy Code and in accordance with good construction practice at the above address. The insulation furnished and installed has the characteristics shown below: R-20 Spray-applied Polyurethane Foam insulation on the underside of roof deck. Non-vented method. Material used: Open Cell, BaySeal Covestro.5" nominal thickness. By: A BEST INSULATION, INC Lic# 97BS00270—009680-I-X— U-20455 - SP-3542 Certify on 5/21/2016 Contractor signature: ^DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM Miami, March 16, 2016 Mr. Nelson Saroza CERTIFIED DEMOLITION 2342 Northwest 78th Street Miami, FL 33147 Re: Proposed Addition/Terrace Staircase @ 35 Northeast 91St Street North Miami, FL Dear Mr. Saroza: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on March 16, 2016 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yo S Wiss Naamani, P. E. :3C*j %0.39584 DYNATECH ENGINEERING CORP. s Florida Reg.No. 39584 * STpTF OF ;' lu Special Inspector No. 757 -'---- Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM PEC DYNATECH EN ER DEC PCOR . W W W.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: March 16, 2016 CLIENT: CERTIFIED DEMOLITION PROJECT: Addition/Terrace Staircase @ ADDRESS: 35 Northeast 91" Street, North Miami, FL CONTRACTOR: Certified Demolition MATERIAL DESCRIPTION: White sandy limerock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 3.2 115.6 4.6 118.5 8.3 121.3 124 11.7 120.4 D 13.4 117.2 R 122 Y D 120 E Optimum Moisture 9.5 Percent N 100%Maximum Dry Density 122.7 lbs./cu.ft. 118 S I %Passing V Sieve 75.9 Percent 116 T Y Sampled By:JA 114 Tested By:JA Checked By:WN ,, I I 1//tIll 6 8 10 12 14 NAA 70 /��01' bmitte As amutual protection to clients,the public and ourselves,all reports G� I s V-%- are submitted as the confidential property of clients,and authorization for use,publication of statements,conclusions or extracts from or regarding O WI&W l4aamani,P.E. our reports is reserved pending our written approval. 4 DYI d CH ENGINEERING CORP. SSP-�E.O F1ofiReg.No.39584 Cate of Authorization No.: CA 5491 FLO�� 0, FSSI0��'�" 2 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM _ EC ____-____ _ -.__ _ - ____I_____-_�-��_��_____I___--____ _____ __�___.�1___�-_�_���,�✓.��.,..✓v fir..-.rr,-.r rr-...rrr _DEC DY N HEN ATE NEERI CORP. W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 16, 2016 CLIENT: CERTIFIED DEMOLITION PROJECT: Addition/Terrace Staircase g ADDRESS: 35 Northeast 91St Street, North Miami, FL CONTRACTOR: Certified Demolition Test No. 1 Location: West side of terrace staircase landing underslab Test No. 2 Location: Center of terrace staircase landiny,underslab Test No. 3 Location: East side of terrace staircase landing underslab Test No. Location: Test No. Location: Description of Material: White sandy limerock TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 121.3 120.9 121.5 MOISTURE CONTENT % 7.3 8.0 7.8 MAX. DENSITY IN THE FIELD % 98.9 98.5 99.0 COMPACTION REQUIREMENTS 95% 95% 95% %OF MAXIMUM 100%MAXIMUM DENSITY(LAB) 122.7 122.7 122.7 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By: JA .(• k/� Checked By: WN _ Wissam Naamani,P.E. t I t t lJP ATECH ENGINEERING CORP. P,pD N 6r1 Reg.No.39584 GAN S E', It a of Authorization No.:CA 5491 �. �Q� �•,� i *A density test determines the degree of compaction of the tested layer of material only.46r10 wa shal araliSity testa la a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction to verify subsoil'c4pltion .%a mutual protec W,the clients,the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for Qu ic4tion of statement conclustodLextracts from or regarding our reports is reserved pending on our written approval. TPS OF • P; 2; ' 'p% FLOR��' 3 ��FSSIONP�' 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC