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HomeMy WebLinkAboutMISC LETTERSr- l ENGINEERING 123 Wildcat Alley Crawfordville, FL 32327 Phone: (561) 625-6455 Fax: (888) 788-2515 e-mail: terry@telunnpe.com July 10, 2018 I-'pS-D379 SCANNED BY St. Lucie County St. Lucie County Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 JUL 19 ;g ST. Lua�nty permitting Re: McGraw Townhouses at 10171-10173 S. Ocean Drive, Garage, Jenson Beach, FL. To Whom It May Concern: This letter is to state that the proposed tile roofing system is adequate for design wind loads on the roof. The Santafe clay S tile will be installed in accordance with Miami -Dade product approval NOA 15-0915.09. The polyset adhesive being used is ICP Adhesives & Sealants product approval FL6332-R8. The large 10" paddy is rated at 134 ft-lbs. Based on the FBC 6th edition and ASCE 7-10 for wind speed of 170 mph with an exposure category D, I calculated the design wind pressures on the components and cladding of the roofing system, to be +29.8 psf for the entire roof and -45.1 psf for the field, -75.7 psf for the perimeter and -112.9 psf for comers. The perimeter and corner pressures apply to a 5-foot wide strip in from the buildings exterior walls. The aerodynamic uplift moment on the file based on the design pressures is 9.3 ft-lbs in the field,12.9 ft-lbs around the perimeter and 17.2 ft-lbs in the comers. The design moments are well under the capacity of the system I certify to the best of my knowledge, belief and professional judgment that the described roofing system is in accordance with the Florida Building Code 6h edition, 2017. If I can be of further service, please advise. Sincerely, T.E. Lurai rE14 FL Reg. Y%V0JAL t" Cc: Starpro Roofing VALED FASTENERS ORA17ACHIIIENTS ,?RE THE RESPONSIBILITY OF THE CONTP^V.MTI.9FR;rORp leas -03?9 ST. RUP REVIT'WED FOR COMVi DATE MPT ON JOB xup15e THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 4 COMPLY WITH ALL APPLICABLE 000191 November 29, 2018 Starpro Roofing 49 S.E. Seville Street Stuart, Florida 34994 RE: TAS-106 TILE UPLIFT TESTS ENGINEERING & INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 wntiv.floridaengmeeringandtesting.com 250 S.W.13m Avenue Pompano Beach, FL 33069 Job Order No.: 18-5314 Permit No.: SLC 1805-0379 Permit No.: SLC 1805-0385 Permit No.: SLC 1805-0382 Proposed Roof Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida Dear Sir or Madam: REman 0 U 1 d 7719 er St. L y �"rtment up1e County In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on November 27, 2018, 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 clay s shaped tile foam set. The pitches of the subject roof are 4/12 and 5/12. Our field engineer's representative visited the site and conducted one hundred forty-four (144) 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 f 5 pounds Passed 17 - 91 Perimeter See Attached Diagram 35 f 5 pounds Passed 92 - 126 Field See Attached Diagram 35 ± 5 pounds Passed 127 - 144 Ridge & Hip See Attached Diagram 35 f 5 pounds Passed QriaFity 0 ✓lswzrance Page 2 November 29, 2018 Job Order No.18-5314 Starpro Roofing Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida: M off-TIp - All test results were found to be in compliance with TAS-106 and the Florida Building Code (see attached field sketch). 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 final roof 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. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE&T 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. Florida Engineering & Testing, Inc., 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, ���II i I INI II///Z Mark A. Mesiktg4 ..E. No. 48202 ; Florida Enginr-"g & Testing, Inc.IX Z 't = Florida Reg. l t202 STME°F 1 Certificate of A6d II zAml� creep 1 L r now rp r :•I' rIBM+ " �►: P' Nj ro I. • it � �� � . - v ' a=O.1W=0.1 x 74=7.4' Field Sketch -Not to Scale a=0.4H=0.4 x 45=18' Approximate Dimensions Perimeter Dimensions=7'611 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida November 29, 2018 Starpro Roofing 49 S.E. Seville Street Stuart, Florida 34994 RE: TAS-106 TILE UPLIFT TESTS ENGINEERING & INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 tvwwAorldaengmeeringandtesting.com 250 S.W.1P Avenue Pompano -Beach, FL 33069 Job Order No.: 18-5314 Permit No.: SLC 1805-0378-.101 Permit No.: SLC 1805-0385/ Permit No.: SLC 1805-0382cf Proposed Roof Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida Dear Sir or Madam: R��ED 87019 PerMi4in9 D St. tecye Cent In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on November 27, 2018, 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 clay s shaped tile foam set. The pitches of the subject roof are 4/12 and 5/12. Our field engineer's representative visited the site and conducted one hundred forty-four (144) 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 PullTestTest Result 1 - 16 Corner See Attached Diagram 35 f 5 pounds Passed 17 - 91 Perimeter See Attached Diagram 35 f 5 pounds Passed 92 - 126 Field See Attached Diagram 35 f 5 pounds Passed 127 - 144 Ridge & Hip See Attached Diagram 35 f 5 pounds Passed Imo' Uf Q V Quality �I� A�►� ✓lasccs asace w� Page 2 November 29, 2018 Job Order No.18-5314 Starpro Roofing Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida: = off -Wig 1 All test results were found to be in compliance with TAS-106 and the Florida Building Code (see attached field sketch). 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 final roof 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. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE&T 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. Florida Engineering & Testing, Inc., 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, Mark A. Mesiagi� Florida Engineey Florida Reg. No. Certificate of Au ro ;. w r Ip ,rf r a=O.1W=0.1 x 74=7.4' Field Sketch -Not to Scale a=0.4H=0.4 x 45=18' Approximate Dimensions Perimeter Dimensions=7'6" 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida December 10, 2018 Starpro Roofing 49 S.E. Seville Street Stuart, Florida 34994 RE: TAS-106 TILE UPLIFT TESTS Proposed Garage Roof Hill Residence 10171 South Ocean Drive Jensen Beach, Florida Dear Sir or Madam: ENGINEERING & TESTING, IN Phone: (866) 781-6889 *Fax: (866) 784-8550 wiviy.floridaengineeringandtesting.com 250 S.W.13'h Avenue Pompano Beach, FL 33069 Job Order No.: 18-5493 Permit No.: SLC 1805-0379� JAN 18 2M9 Permitting Department St. Lude County In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on December 7, 2018, 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. This inspection does not include the roof tiles for the existing structure. The subject roof consisted of clay s shaped file foam set. The pitch of the subject roof is 5/12. Our field engineer's representative visited the site and conducted twenty-five (25) 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 - 6 Corner See Attached Diagram 35 f 5 pounds Passed 7 - 14 Perimeter See Attached Diagram 35 f 5 pounds Passed 15 - 19 Field See Attached Diagram 35 f 5 pounds Passed 20 - 25 Ridge & M2 See Attached Diagram 35 f 5 pounds Passed rig a Q 'v Quality ZKA A 0.4swelw"ce Page 2 December 10, 2018 Job Order No.18-5493 Starpro Roofing Hill Residence 10171 South Ocean Drive Jensen Beach, Florida: All test results were found to be in compliance with TAS-106 and the Florida Building Code (see attached field sketch). 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 final roof 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. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE&T 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. Florida Engineering & Testing, Inc., 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, i Mark A. Mesian(Z / N� Florida Engineeriag*&q Testing*lnc. ; i Florida Reg. No. 48 '� STATg OF ; ki Certificate of AutfroQ gieneJ4©(42rr.��� 91 Lk a=O.1W=0.1 x 25=2.5' a=0.4H=0.4 x 15=6' Perimeter Dimensions=3'0" Amktj November 29, 2018 Starpro Roofing 49 S.E. Seville Street Stuart, Florida 34994 RE: TAS-106 TILE UPLIFT TESTS ENGINEERING & TESTING, INC. Phone: (866) 781=6889 *Fax: (866) 784-8550 ww-iv.floridaengmeeringandtesting.com 250 S.W.13'h Avenue Pompano Beach, FL 33069 Job Order No.: 18-5314 Permit No.: SLC 1805-0379 Permit No.: SLC 1805-0385 Permit No.: SLC 1805-0382 Proposed Roof Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida Dear Sir or Madam: RcceIyED JAN 18 - P Permlthn9 De St. lucle Countyent In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on November 27, 2018, 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 clays shaped tile foam set. The pitches of the subject roof are 4/12 and 5/12. Our field engineer's representative visited the site and conducted one hundred forty-four (144) 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 f 5 pounds Passed 17 - 91 Perimeter See Attached Diagram 35 f 5 pounds Passed 92 - 126 Field See Attached Diagram 35 f 5 pounds Passed 127 - 144 Ridge & Hip See Attached Diagram 35 f 5 pounds Passed ��4 Q.arry a� A�N.Issecsnnee Page 2 November 29, 2018 Job Order No.18-5314 Starpro Roofing Hill Residence, McGraw Residence & Aguila Residence 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida: FLO A All test results were found to be in compliance with TAS-106 and the Florida Building Code (see attached field sketch). 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 final roof 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. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE&T 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. Florida Engineering & Testing, Inc., 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. 011111111////��� Sincerely, \ ` 'LP� Nb�s�;r/g moo! Al. 1 . 02 O Mark A. Mesiano 9 S WATEOF FloridaEngineerii �s In . %kiwzZ Florida Reg. No. 4�3'sR!�cc'��C������� Certificate of AuthonzF&OZA7& i, rp �. rp p r P 0- P . a=O.1W=0.1 x 74=7.4' Field Sketch -Not to Scale a=0.4H=0.4 x 45=18' Approximate Dimensions Perimeter Dimensions=7'6" 10171,10173 & 10175 South Ocean Drive D-3, D-2 & D-1 Jensen Beach, Florida