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MNT LWnber design values are in accordance with ANSI/TPI 1 section 6.3 <br />Ie hese truss designs rely on lumber values established by others. <br />RE: TTH133-140 - MiTek, Inc. <br />Site Information: <br />16023 Swingley Ridge Rd. <br />ht Homes <br />Customer Info: Starlight <br />Project Name: TTH133-140 Model: Type 8A Chesterfield, MO 63017 <br />1 YP 314.434.1200 <br />Lot/Block: 133-140 <br />Subdivision: Tyson Townhomes <br />Address: ., <br />City: Zephyrhills <br />State: Florida <br />Name Address and License # of Structural Engineer of Record, If there is one, for the building. <br />Name: <br />License #: <br />Address: <br />City: <br />State: <br />General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special <br />Loading Conditions): <br />Design Code: FBC2020/TP12014 <br />Design Program: MiTek 20/20 8.7 <br />Wind Code: ASCE 7-16 <br />Wind Speed: 150 mph <br />Roof Load: 37.0 psf <br />Floor Load: N/A psf <br />This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. <br />With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet <br />conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. <br />No. <br />Seal# <br />Truss Name <br />Date <br />No. <br />Seal# <br />Truss Name <br />Date <br />1 <br />T32315693 <br />C1A <br />12/11/23 <br />15 <br />T32315707 <br />T06A <br />12/11/23 <br />2 <br />T32315694 <br />C3A <br />12/11/23 <br />16 <br />T32315708 <br />T07 <br />12/11/23 <br />3 <br />T32315695 <br />CJ1 <br />12/11/23 <br />17 <br />T32315709 <br />T07A <br />12/11/23 <br />4 <br />T32315696 <br />CJ3 <br />12/11/23 <br />18 <br />T32315710 <br />T09 <br />12/11/23 <br />5 <br />T32315697 <br />EJ5 <br />12/11/23 <br />19 <br />T32315711 <br />T10 <br />12/11/23 <br />6 <br />T32315698 <br />HJ5 <br />12/11/23 <br />20 <br />T32315712 <br />T10A <br />12/11/23 <br />7 <br />T32315699 <br />T01 <br />12/11/23 <br />21 <br />T32315713 <br />T11 <br />12/11/23 <br />8 <br />T32315700 <br />T02 <br />12/11/23 <br />22 <br />T32315714 <br />V01 <br />12/11/23 <br />9 <br />T32315701 <br />T03 <br />12/11/23 <br />23 <br />T32315715 <br />V02 <br />12/11/23 <br />10 <br />T32315702 <br />T04 <br />12/11/23 <br />24 <br />T32315716 <br />V03 <br />12/11/23 <br />11 <br />T32315703 <br />T04A <br />12/11/23 <br />25 <br />T32315717 <br />VO4 <br />12/11/23 <br />12 <br />T32315704 <br />T05 <br />12/11/23 <br />26 <br />T32315718 <br />V05 <br />12/11/23 <br />13 <br />T32315705 <br />T05A <br />12/11/23 <br />27 <br />T32315719 <br />V06 <br />12/11/23 <br />14 <br />T32315706 <br />T06 <br />12/11/23 <br />28 <br />T32315720 <br />V07 <br />12/11/23 <br />This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. <br />Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies <br />The truss drawing(s) referenced above have been prepared by <br />MiTek USA, Inc. under my direct supervision based on the parameters <br />provided by Builders FirstSource - Plant City. <br />Truss Design Engineer's Name: Velez, Joaquin <br />My license renewal date for the state of Florida is February 28, 2025. <br />IMPORTANT NOTE: The seal on these truss component designs is a certification <br />that the engineer named is licensed in the jurisdiction(s) identified and that the <br />designs comply with ANSI/TPI 1. These designs are based upon parameters <br />shown (e.g., loads, supports, dimensions, shapes and design codes), which were <br />given to MiTek or TRENCO. Any project specific information included is for MiTek's or <br />TRENCO's customers file reference purpose only, and was not taken into account in the <br />preparation of these designs. MiTek or TRENCO has not independently verified the <br />applicability of the design parameters or the designs for any particular building. Before use, <br />the building designer should verify applicability of design parameters and properly <br />incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. <br />`i111111111/#�� <br />*% PQUIN VFW��ii <br />G�E•N <br />No 68182 <br />iz <br />3 STATE OF :' J <br />.;off O R 1 O P .. \�`�. <br />,`rS' �0 N A� <br />111 <br />Ju q.in Velec PH 1a.68182 <br />MiTek Inc. DBA MiTek USA FL Cerl 6636 <br />16023 Swin8ley Ridge Rd. Ch-1—fleki. MO 63017 <br />Dole: <br />December 11,2023 <br />Velez, Joaquin 1 of 2 <br />