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Home My WebLink AboutTruss 1-4-18A-1 ROOF TRUSSES A FLORIDA CORPORATION i RE: Job 70194 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Site Information:. Customer Info: L&C CONSTRUCTION INC. Project Name: SHERRY ANDERSON Lot/Block: Model: Address: TBD, HOLIDAY OUT, JENSEN BEACH, FLSubdivision: City: County: St Lucie A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf - Floor Load: 55.0 psf This package includes -18 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. I Seal # Truss Name Date No. Seal # Truss Name Date 1 A0186008 A01G 12/12/17 13 A0186020 A13 12/12/17 25 A0186032 B09 12/12/17 2 A0186009 A02 12/12/17 14 A0186021 A14 12112/17 26 A0186033 B10 12/12/17 3 A0186010 A03 12/12/17 15 A0186022 Al5G 12/12/17 27 A0186034 CA 12/12/17 4 A0186011 A04G 12/12/17 16 A0186023 B01 12/12/17 28 A0186035 CJ10T 12/12/17 5 A0186012 A05 12/12/17 17 A0186024 B02 12/12/17 29 A0186036 CAA 12/12/17 6 A0186013 A06 12/12/17 18 A0186025 B03 12/12/17 30 A0186037 CAB 12/12/17 7 A0186014 A07 12/12/17 19 A0186026 B03G 12/12/17 31 A0186038 CJ1C 12/12/17 8 A0186015 A08 12/12/171 20 IA0186027 B04 12/12/17 32 A0186039 CAE 12/12/17 9 A0186016 A09 12/12/17 21 A0186028 B05 12/12/17 33 A0186040 CJ2B 12/12/17 10 A0186017 A10 12/12/17 22 A0186029 B06 12112/17 34 A0186041 CJ2B2 12/12/17 11 A0186018 All 12/12/17 23 A0186030 807 12/12/17 35 A0186042 CJ2E 12/12/17 12 1 A0186019 I Al2 1 12/12/17 24 A0186031 I B08 112/121171136 IA0186043 I CJ2R 12/12/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility ofthe building designer, perANSI/TPl4 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character ofthe work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part ofthe project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design ofthe single Truss depicted on the TDD orApt)Fl%T. Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering regr1irements. Please review all TDDs and all related notes. 4d V Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. J; TRUSSES A FLORIDA CORPORATION RE: Job 70194 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: L&C CONSTRUCTION INC. Project Name: SHERRY ANDERSON Lot/Block: Model: Address: TBD, HOLIDAY OUT, JENSEN BEACH, FLSubdivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes -18 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date I No. I Seal # Truss Name Date 1 A0186008 A01 G 12/12/17 13 A0186020 A13 12112/17 25 A0186032 B09 12/12/17 2 A0186009 A02 12/12/17 14 A0186021 A14 12/12/17 26 A0186033 B10 12/12/17 3 A0186010 A03 12/12/17 15 A0186022 A15G 12/12117 27 A0186034 CJ1 12/12/17 4 A0186011 A04G 12/12/17 16 A0186023 B01 12/12/17 28 A0186035 CJ10T 12/12/17 5 A0186012 A05 12/12/17 17 A0186024 B02 12/12/17 29 A0186036 CJ1A 12/12/17 6 A0186013 A06 12/12/17 18 A0186025 B03 12/12117 30 A0186037 CAB 12/12/17 7 A0186014 A07 12/12/17 19 A0186026 B03G 12/12/17 31 IA0186038 CJ1C 12112/17 8 A0186015 A08 12/12/17 20 IA0186027 B04 12/12/17 32 A0186039 CM E 12/12/17 9 A0186016 A09 12/12/17 21 A0186028 B05 12/12/17 33 A0186040 CJ213 12/12/17 10 A0186017 A10 12/12/17 22 A0186029 B06 121121171 34 A0186041 CJ2B2 12/12/17 11 A0186018 All 12/12117 23 A0186030 B07 12/12/17 35 A0186042 CJ2E 12/12/17 12 A0186019 Al2 12/12/17 124 A0186031 I B08 12/12/17 136 IA0186043 I CJ2R 12/12/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-! Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building Is the responsibility of the building designer, perANSI/TP14 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part ofthe project's deferred or phased submittals. As a ftss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD onipthfig T. Building Designer is responsible for and shall coordirate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 6 .� °rya Q O i�{i83 III, P.E. SERIAL #: 36 BC A 2 2100 00 00 00, 4C 12 87 OF