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DS-13-1408 (4)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-194049 Permit Number: DS -6-13-1408 Inspection Date: July 22, 2014 Permit Type: Driveways/Sidewalks/Slabs Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MORGAN, MARY Work Classification: New Job Address: 307 NE 95 Street Miami Shores, FL 33138 - Phone Number (305)606-2098 Parcel Number 1132060136000 Project: <NONE> Contractor: MIAMICRETE INC Phone: (305)790-4850 Buildina Department Comments INSTALLATION OF NEW WALKWAYS AROUND Infractio Passed comments INSPECTOR COMMENTS False PROPERTY Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 July 21, 2014 Page 1 of 1 AL ITTIAL M .AFAWMNA� DYNATECH ENGINEERING CORP. Miami, May 28, 2014 Mr. Enrique Nuflez MIAMICRETE, INC. 7910 SW 16"' Street Miami, FL 33155 Re: Proposed Walkway @ 307 NE 95th Street Miami, FL Dear Mr. Nuftez: MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on May 28, 2014 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. 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 yours, Wissar Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Cst°�4��;cFL�(�618 8410 ®J9584 ®® Sr4TF ZO 110 Phone: (305) 828-749A Na4xa) 828-9598 E -Mail: Dynatech@bellsouth.net DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: May 28, 2014 CLIENT: MIAMICRETE, INC. PROJECT: Proposed Walkway Q ADDRESS: 307 N. E. 95" Street, Miami, FL CONTRACTOR: Miamicrete, Inc. MATERIAL DESCRIPTION: Gray sand SAMPLED BY: RN TEST RESULTS Sample Number 1 TESTED BY: RN 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 6.6 6.9 7.8 12.1 DRY DENSITY 104.1 105.0 106.0 103.8 Optimum Moisture 8.2 Percent 100% Maximum Dry Density 106.4 lbs./cu.ft. % Passing 3/4" Sieve 88 Percent 108 106 104 102 100 Sampled By: RN ®®®®\\ 1 I I 1 I d /////,98 Tested By: RN ®®®tj PAso Checked By: WN ®®®® ',;;A, 5 'Z. As a mutual protection to clients, the public and ourselve 11 repbai C are submitted as the confidential property of clients, and a—'rbrization for use, publication of statements, conclusions or extracts ontpr regarhii'ig our reports is reserved pending our written approval. R®FESSe® 1/ 10 12 14 Respectively submitted, Z tssam N i, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. TEST NO. 1 750 WEST 84' STREET 3 4 HIALEAH, FLORIDA 33014 DEPTH 12" (305) 828-7499 12" FIELD DENSITY TEST OF COMPACTED SOILS DATE: May 28, 2014 104.4 CLIENT: MIAMICRETE, INC. 105.3 PROJECT: Proposed Walkway�a, 6,7 ADDRESS: 307 N. E. 95th Street, Miami, FL CONTRACTOR: Miamicrete, Inc. MAX. DENSITY IN THE FIELD % Test No. 1 Location: South side of walkway, center of pad underslab Test No. 2 Location: West side of walkway, center of pad underslab Test No. 3 Location: North west side of walkway, center of pad underslab Test No. 4 Location: North side of walkway, center of pad underslab Test No. 5 Location: North side of walkway, west side of pad underslab Description of Material: Gray sand 1 106.4 TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.4 104.9 104.5 105.3 105.1 MOISTURE CONTENT % 6,7 7,0 6,8 6,5 7,1 MAX. DENSITY IN THE FIELD % 98,1 98,5 98.5 98.9 98.7 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.4 1 106.4 1 106.4 1 106.4 1 106.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REOUIREMENTS Respectfully submitted, Sampled By: RN Tested By: RN Checked By: WN is aamani, P.E. 'aybiA'J CH ENGINEERING CORP. Flor}� No. 39584 Certr�f Authorization No.: CA 5491 o �® 0k e = *A density test determines the degree of compaction of the wo dr of material : In ne- jo! �l a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to consti0di n to verify s4oil co 6 4 a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, au* oration fore o cation S�c�atement conclusions or extracts from or regarding our reports is reserved pending on our written approval. "//;,"�0FESM( 1110, EMILIANO OROZCO, P.E. FL. P.E. No. 66341 817 SW 122 Ave Miami, Fl. 33175 Tel. (786) 355-2788 Miami Shores Village Building Department 10050 NE 2nd Avenue. Miami Shores, Fl. 33138 Address: 307 NE 95 St. Miami Shores, Fl. 33138 Folio Number: 11-3206-013-6000 SOIL COMPACTION LETTER Gentlemen: April 8, 2014 '0'' This is to inform you that I, personally made a field inspection of the fill under the slab and could observe that it had a more than adequate degree of compaction, at least 95 % of the Proctor Test If you have any additional questions; or need additional information; please do not hesitate to contact me at the above mentioned phone number. Very truly yours; <-- 511 CT" � - Emilian OrOzCw P.E. #66341 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS MY— DYNATECH ENGINEERING CORP. Miami, May 28, 2014 Mr. Enrique Nunez MIAMICRETE, INC. 7910 SW 16" Street Miami, FL 33155 Re: Proposed Walkway @ 307 NE 95u' Street Miami, FL Dear Mr. Nunez: MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on May 28, 2014 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. 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 yours, WissanfNaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Ct44*%441kftN,TLOA(1618 QpO. SA40 No. 3� O ; Sr4r :.n F Op If Phone: (305) 828-749�Oj� RI® , ��9598 E -Mail: Dynatech@bellsouth.net Q0 AMNe -ft.,"P%- DYNATECH ENGINEERING CORP. 750 WEST 84H STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: May 28, 2014 CLIENT: MIAMICRETE, INC. PROJECT: Proposed Walkway (a, ADDRESS: 307 N. E. 95t" Street, Miami, FL CONTRACTOR: Miamicrete, Inc. MATERIAL DESCRIPTION: Gray sand SAMPLED BY: RN TEST RESULTS Sample Number 1 TESTED BY: RN 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 6.6 6.9 7.8 12.1 DRY DENSITY 104.1 105.0 106.0 103.8 Optimum Moisture 8.2 Percent 100% Maximum Dry Density106.4 lbs./cu.ft. % Passing 3/e" Sieve 88 Percent Sampled By: RN 108 106 104 102 100 98 Tested By. RN r Checked By: WN As a mutual protection to clients, the public and ourselviiila940 10b,; are submitted as the confidential property of clients, an ration for use, publication of statements, conclusions or extracts�rq�► or reWding'p O� our reports is reserved pending our written approval. Z�� ` 0. �/ a SRO F E S S�®�� � 10 12 14 Respectively submitted, 1' issam N , P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: May 28, 2014 CLIENT: MIAMICRETE, INC. PROJECT: Proposed Walkway @ ADDRESS: 307 N. E. 95th Street, Miami, FL CONTRACTOR: Miamicrete, Inc. Test No. 1 Location: South side of walkway, center of pad underslab Test No. 2 Location: West side of walkway, center of pad underslab Test No. 3 Location: North west side of walkway, center of pad underslab Test No. 4 Location: North side of walkway, center of pad underslab Test No. 5 Location: North side of walkway, west side of pad underslab Description of Material: QM sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.4 104.9 104.5 105.3 105.1 MOISTURE CONTENT % 6,7 7,0 6,8 6,5 7,1 MAX. DENSITY IN THE FIELD % 98,1 98,5 98,5 98,9 98,7 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.4 106.4 106.4 106.4 106.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Respectfully submitted, Sampled By: RN Tested By: RN', �/` Checked By: WN �e® �� tss aamani, P.E. �`_� ,•�fc �'':�d,�� DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 ��,' r! s _ 'A density test determines the degree of compA� ofthe teste er o ! ly. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, }ifo o to cons on t* -illy ` it conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of glients, and;an,`for publication of statement conclusions or extracts from or regarding our reports is ®t reserved pending on our written approval. 'mss -%,)1-/(° ?- Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) J&A Tenting Corp 7109 SW 44 St. Miami, Fl. 33155 305-6678911 Permit # 307 NE 956 ST. MIAMI SHORE, FL. 33138 06-04-14 Date CYPER TC Product Used 25% Percent Concentration Address or Treatment or Lot/Block of Treatment Time CYPERIVIETHRIN Chemical Used (active ingredient) 60 Area Treated (Square feet) JUAN NUNEZ Applicator 6 Number of gallons applied Linear feet treated HORIZONTAL Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — if soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line A o ' d Signature11-1