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HomeMy WebLinkAboutMISC LETTER101111�v ' SCANNED T. E. S C H LITT BY St. Lucie County ENGINEERING June 20, 2018 Mr. Carl Peterson, Building Official RECEIVED St. Lucie County JUN 2 2 2018 Planning & Development Services Building & Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue Fort Pierce, FL 34982 J'E1'Zn Subject: Siding Letter— Robertson Residence ST. LUCIE COUNTY BUILDING DI ION 4949 N Highway AlA, Unit #154 REVIEWED FOR COMPLIANCE REVIE Y Fort Pierce, FL 34949 DATE Engineer's Project Number: 18FOBS PLANS. ANDPERMIT MUST BE KEFArN JOB SITE OR NO INSPECTIONS) WIW BE MADE Dear Mr. Peterson: This letter is written to provide certification that I, as a Professional Engineer, have been retained to establish compliance with the St. Lucie codes and regulations pertaining to the 5/16" x 7 1/4" "Hardiplank" siding installation at the address listed above. The following is the manufacturer's tested fastening method: • Use galvanized 11 GA. x 13/4"-long roofing nail blind nailed through the top with a 1" lap and a 6" reveal with 2" x 4" studs (Min.) spaced at 16" O.C. (max.) Project Design Parameters • Florida Building Code - Sixth Edition • Building Occupancy Category: II • Wind Speed: Ultimate: 165 MPH • Nominal / Allowable: 128 MPH • Wind Exposure Category: D • GCPI: ± 0.18 • Mean Height of Building: 18'-0" Siding Specifications THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELD INSPECTORS THAT Listed Approval: [CC -ES ESR-2290 (attached) MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. • Use galvanized 11 GA. x 13/4"-long roofing nail blind nailed through the top with a 1" lap and a 6" reveal with 2" x 4" studs (Min.) spaced at 16" O.C. (max.) The contractor shall follow manufacturer's product application requirements for additional installation requirements. FILE � ��®�" CONCEALED FASTENERS OR ATTACHMENTS YA ARE THE RESPONSIBILrIY OF THE CONTRACTOR OR RECORD 1575 Indian River Blvd. Suite C-210 T: 772.360.4998 Vero Beach, FL 32960 StructuralFL@gmail.com Mr. Peterson June 20, 2018 EPN: 18F035 Page 2 I have reviewed the above information and certify that to my best knowledge and belief; the referenced method of attachment provides adequate resistance to the wind loads and forces specified by current code provisions. Should you have any questions regardingthe above subject, please call. Very truly yours, Terence Schlitt, P.E. FL P.E. # 81238 June 20, 2018 cc: Mr. Brian Hayes, Hayes Construction Group, Inc. Encl: ICC-ES ESR-2290 1575 Indian River Blvd. Suite C-210 Vero Beach, FL 32960 /Z A %.IC Nscy! t�' •,/ i *; NO 81238A OF ibis• 4ORID110 A.•' T: 772.360.4998 Structura[FL@gmaii.com T.E. S C H LITT ENGINEERING June 20, 2018 Mr. Carl Peterson, Building Official St. Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Siding Letter — Robertson Residence 4949 N Highway A1A, Unit #154 Fort Pierce, FL 34949 Engineer's Project Number: 18FO35 Dear Mr. Peterson: SCANNED BY St. Lucie County RECEIVED JUN 2 2 2018 ST. Lu6ie bounty, F'ernllttin This letter is written to provide certification that I, as a Professional Engineer, have been retained to establish compliance with the St. Lucie codes and regulations pertaining to the 5/16" x 7 1/4" "Hardiplank" siding installation at the address listed above. The following is the manufacturer's tested fastening method: • Use galvanized 11 GA. x 13/4"-long roofing nail blind nailed through the top with a 1" lap and a 6" reveal with 2" x 4" studs (Min.) spaced at 16" O.C. (max.) Project Design Parameters • Florida Building Code - Sixth Edition • Building Occupancy Category: II • Wind Speed: Ultimate: 165 MPH • Nominal / Allowable: 128 MPH Siding Specifications Listed Approval: ]CC -ES ESR-2290 (attached) • Wind Exposure Category: D • GCPI: ± 0.18 • Mean Height of Building: 18'-0" • Use galvanized it GA. x 13/4"-long roofing nail blind nailed through the top with a 1" lap and a 6" reveal with 2" x 4" studs (Min.) spaced at 16" O.C. (max.) The contractor shall follow manufacturer's product application requirements for additional installation requirements. 1575 Indian River Blvd. Suite C-210 T: 772.360.4998 Vero Beach, FL 32960 StructuralFL@gmail.com r Mr. Peterson June 20, 2018 EPN: 18FO35 Page 2 I have reviewed the above information and certify that to my best knowledge and belief; the referenced method of attachment provides adequate resistance to the wind loads and forces specified by current code provisions. Should you have any questions regarding the above subject, please call. Very truly yours, Terence Schlitt, P.E. FL P.E. # 81238 June 20, 2018 cc: Mr. Brian Hayes, Hayes Construction Group, Inc. Encl: ICC-ES ESR-2290 x ; tic E n''•. o TATE OF ZZ \ i► Z�RIDP ,•' Qi��� tiloO 1575 Indian River Blvd. Suite C-210 T: 772.360.4998 Vero Beach, FL 32960 StructuralFL@gmail.com