The URL can be used to link to this page

Home My WebLink About36820 Precita TerLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 772591-X - Dupont MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: K Hovnanian -Tampa -Links @ Calusa Springs Project Name: DupontTi�eIL �7uponfi5 Lot/Block: 33 Subdivision: Links @ Calusa Creek Address: City: Zephyrhills State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 45 individual, Truss Design Drawings and 0 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20455619 Al 6/12/20 23 T20455641 CJ3P 6/12/20 2 T20455620 A2 6/12/20 24 T20455642 CJ5 6/12/20 3 T20455621 A3 6/12120 25 T20455643 E31-1 6/12/20 4 T20455622 A4 6/12120 26 T20455644 EJ5P 6/12/20 5 T20455623 A5 6/12120 27 T20455645 EJ7 6/12/20 6 T20455624 A6 6/12/20 28 T20455646 EJ7A 6/12/20 7 T20455625 A7 6/12/20 29 T20455647 HJ3 6/12/20 8 T20455626 A8G 6/12/20 30 T20455648 HJ3A 6/12/20 9 T20455627 A9 6/12/20 31 T20455649 HJ3B 6/12/20 10 T20455628 A10 6/12/20 32 T20455650 HJ5P 6/12/20 11 T20455629 All 6/12/20 33 T20455651 HJ7 6/12/20 12 T20455630 Al2 6/12/20 34 T20455652 K 6/12/20 13 T20455631 A13 6/12/20 35 T20455653 K3 6/12/20 14 T20455632 A14G 6/12120 36 T20455654 L1 6/12/20 15 T20455633 B1 6/12/20 37 T20455655 L2 6/12/20 16 T20455634 B3H 6/12/20 38 T20455656 LG 6/12/20 17 T20455635 B5H 6/12/20 39 T20455657 V2 6/12/20 18 T20455636 C1H 6/12/20 40 T20455658 V3 6/12/20 19 T20455637 C1HA 6/12120 41 T20455659 V4 6/12/20 20 T20455638 CA 6/12/20 42 T20455660 V5 6/12/20 21 T20455639 CAP 6/12/20 43 T20455661 V6 6/12/20 22 T20455640 CJ3 6/12/20 44 T20455662 V7 6/12/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Ilillll//�/I %%tvL1u S `,. �•• '. No 389 STATE OF :�44/� /1111 Julius Lee PE No.34669 MiTek USA, Inc. FL W 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 Lee, Julius 1 of 2 N 38, R" r i r VI��I--�L•J/ I IN ON 01, _ ■ I§ NEI I� • I Is I§ V, Al ODD SPACE womM I\ �I I► \I .I IN - IN 13,11 r 101. 10,11 re �� ES 3 ALLOWANCE ENTRY W/3'-8 t/16' HEEL HGHT (E. F.F. 12'-0" A.F.F.) 0 0 6" O O/H DETAIL 0 r Hatch Legend im 8'-08" BRG HGT General Notes Required interior bearing walls shown heights noted Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense No backcharges of any kind will be accepted without prior review and written consentfrom ABS, Inc. For proper truss handling and bracing, refer to the "TPI" documents "SCSI-Bt through B4" ` Any multi -ply trusses must be attach ed together per the engineering specifications prior to installation Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the is strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub - Refer to Simpson Strong -Tie website (www. strongtie. co rtUprodu cts/con nectors), or the USP website (www. uspmnnectors. com/u s/products/mn n e ctors), for proper use and attachment of the specked hangers. gand U Roof Floor Ammo %N BLI DIMS SUPPLY Revision: 5-12-20 Entry span to 8'-0" RF LANAI Revision: 6-5-20 Entry span RF Lot 33 Links @ Calusa Springs,n. Revision: 5-1-20 improved def per redlines / no foyer brg wall Page 1 of 1 5/22/20 Brian C . BB 772591 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.