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RF-12-1091a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179737 Permit Number: RF -6 -12 -1091 Scheduled Inspection Date: October 11, 2012 Inspector: Bruhn, Norman Owner: TEIGLAND, MELBOURNE Job Address: 9780 NE 5 Avenue Road Miami Shores, FL Project <NONE> Contractor: LATITE ROOFING & SHEET METAL COMPANY Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)751 -3981 Parcel Number 1132060171490 Phone: 954 - 772 -3446 Building Department Comments RE -ROOF TILE AND FLAT 6/29/2012 - NEED MITIGATION LETTER BEFORE INSP.AS Infractio Passed Comments INSPECTOR COMMENTS False Passed 7ev/L.te Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 179202. CREATED AS REINSPECTION FOR INSP- 179181. CREATED AS REINSPECTION FOR INSP - 174821. TWENTY EIGHT 28 BROKEN TILES ON ROOF. JR Roof mitigation is required first. Mitigation letter is incorrect. NB October 10, 2012 For Inspections please call: (305)762 -4949 Page 21 of 22 & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954 - 784 -2941 800 - 848 -1919 Fax 954 - 784 -7875 fed- eng.com September 10, 2012 Order # 12 -1939 Latite Roofing & Sheet Metal Company 2280 W. Copans Road Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/Teigland 81- 616 -12 Permit # RF -6 -12 -1091 9780 NE 5eh Avenue Road Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on September 10, 2012 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 102 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 -16 Corner See Attached Diagram > 35 pounds Passed 17 — 64 Field See Attached Diagram > 35 pounds Passed 65 — 88 Perimeter See Attached Diagram > 35 pounds Passed 89 —102 Hip/Rid See Attached. Diagram > 35 pounds Passed /774,,,, Keith LeBlanc, P.E. , f 44 Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Engineering Council Army Corp of Engineers American Concrete Institute COUNTY Miami Dade County Florida Department of Transportation ENGINEERING Page 2 9/10/12 9780 NE 5th Avenue Road Miami Shores, Florida All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing is an independent third party providing un- biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. 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. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 A=0.1W = 0.1x96'=9.6' A=0.4H = 0.4x30'= 12.0' Perimeter Dimensions = 10.0' Corner area = 1600 S.F.-16 tests Perimeter area=1080 S.F.-48 tests Field area=2120 S.F.- 24 tests 280 Total Ridge Caps=14 tests 32 ; tit Field Sketch Not to Scale 9780 NE 5th Ave Road Miami Shores, FL MORGAN „CONSTRUCTION MANAGEMENT, Custom Build, Design Build and Renovations 8/17/12 Miami Shores Village Building Department 100500 NE 2nd Miami Shores, FI. 33138 RE: Tiegland Residence 9780 NE 5th Ave. Rd. Permit # RF -8 -12 -1466 Gentlemen, RESIDENTIAL / COMMERCIAL LIC #CGC1518367 Morgan Construction Management Inc. CGC 1518367 has supervised and inspected the truss /rafter strap renailing at the above residence. Each member now has 4 nails per strap. Attached to this letter are pictures of the field conditions. 42 NE 2: h Av -n 9 4 788.8518 office /Tax 1 morcanLlHP© rnail. corn 10/12/2012 FRI 7t57 FAX LATITE ROOFING !I001 /001 RE: Permit #F--/ a -/09/ e nniEa ° !rJ Sdesta 6419 Ve 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305.756 -8972 www.miamishoresvillage.cont DATE: /O / /c) - //c . INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer /Architect, (Print name and circle License Type) FS 468 Building Inspectoic ua License #: 00.0 /3@...&.570 t or ic I Sy e+1 On or about , 1 did personally iet the roof deck nailing and /or (Date &time) secondary water barrier work at 67780 /up, 7c)v &' 'j4aed (Complete Job Site Address) Based upon that examination 1 have determined the installation was done according to the Hurricane Miti ion Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this �"' day of OCA -. ? 0 1 Notary Puplic, Sate of Florida at Large S'0 CONSTANCE A. THOMPSON # DD 932790 RES: November 15, 2013 �oa� Bonded Tldti Budget Notary Mims *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174819 Permit Number: RF -6 -12 -1091 Scheduled Inspection Date: August 29, 2012 Inspector: Bruhn, Norman Owner: TEIGLAND, MELBOURNE Job Address: 9780 NE 5 Avenue Road Miami Shores, FL Project: <NONE> Contractor: LATITE ROOFING & SHEET METAL COMPANY Permit Type: Roof Inspection Type: Work Classification: TiilVFl9t Phone Number (305)751 -3981 Parcel Number 1132060171490 Phone: 954- 772 -3446 Building Department Comments RE -ROOF TILE AND FLAT 6/29/2012 - NEED MITIGATION LETTER BEFORE INSP.AS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 28, 2012 For Inspections please call: (305)762 -4949 Page 13 of 32 • RE: Permit #'6 °/4 -// Conn 1 (Print name and circle License Type) Mame Vasa Defratatetee 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com DATE: SAO / a INSPECTION AFFIDAVIT License #: a-CC / 0 , licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about , I did personally pet the roof deck nailing and /or (Date & time) (l secondary water barrier work at / 780 E 6 fL/e/QLJF iee / (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigjtion Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this bt Notary Public, Sate of Florida at Large 5• P, I3 +�^ day of AVV + ) a O I CONSTAINCE A. THOMPSON MY COMMISSION 9 DD 932790 EXPIRES: November 15, 2013 Bonded Thru Budget Notary Services *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ENGINEERIN e a & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954 - 784 -2941 800 - 848 -1919 Fax 954 - 784 -7875 fed - eng.com September 10, 2012 Order # 12 -1939 Latite Roofing & Sheet Metal Company 2280 W. Copans Road Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/Teigland 81- 616 -12 Permit # RF -6 -12 -1091 9780 NE 5th Avenue Road Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on September 10, 2012 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 102 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 -16 Corner See Attached Diagram > 35 pounds Passed 17 — 64 Field See Attached Diagram > 35 pounds Passed 65 — 88 Perimeter See Attached Diagram > 35 pounds Passed 89 —102 Ili./Rid . See Attached Diagram > 35 .ounds Passed Keith LeBlanc, P.E. q /////e. Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Engineering Council Army Corp of Engineers American Concrete Institute Miami Dade County Florida Department of Transportation ENGINEERING Page 2 9/10/12 9780 NE 5th Avenue Road Miami Shores, Florida All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing is an independent third party providing un- biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. 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. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in anyway we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. '4,44 Federal Engineering & Testing Florida Reg. No. 59394 Certificate of- Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 A =0.1W = 0.1x96' =9.6' A =0.4H = 0.4x30' =12.0' Perimeter Dimensions = 10.0' Corner area = 1600 S.F.-16 tests Perimeter area =1080 S.F. -48 tests Field area =2120 S.F.- 24 tests 280 Total Ridge Caps =14 tests 3i 3 1 30. Z Field Sketch Not to Scale 9780 NE 5th Ave Road Miami Shores, FL • III?TriPr