HomeMy WebLinkAboutTindal letter6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc. RE: 2463982 -
Design Code: FBC2020/TPI2014
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 40.0 psf
Design Program: MiTek 20/20 8.4
1 of 2
This package includes 65 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.
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Floor Load: N/A psf
Site Information:
Lot/Block: .
Customer Info: Christy Tindall Project Name: Tindall Residence Model: .
Subdivision: .
Address: ., .
State: FLCity: Fort Pierce
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
January 6,2021
Finn, Walter
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by Builders FirstSource-Jacksonville.
Truss Design Engineer's Name: Finn, Walter
My license renewal date for the state of Florida is February 28, 2021.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
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.
No. Seal#
Truss Name
1 T22355098
PB1
Date
1/6/21
2 T22355099
PB2 1/6/21
3 T22355100
PB3 1/6/21
4 T22355101 PB4 1/6/21
5 T22355102 RF01 1/6/21
6 T22355103 RF02 1/6/21
7 T22355104 RF03 1/6/21
8 T22355105
RF04 1/6/21
9 T22355106
RF05 1/6/21
10 T22355107
RF06 1/6/21
11 T22355108
RF07 1/6/21
12 T22355109 RF08 1/6/21
13 T22355110 RF09 1/6/21
14 T22355111 RF10 1/6/21
15 T22355112 RF11 1/6/21
16 T22355113 RF12 1/6/21
17 T22355114
RF13 1/6/21
18 T22355115
RF14 1/6/21
19 T22355116
RF15 1/6/21
20 T22355117
RF16 1/6/21
21 T22355118 RF17 1/6/21
22 T22355119 RF18 1/6/21
No. Seal#
Truss Name
23 T22355120
RF19
Date
1/6/21
24 T22355121
RF20 1/6/21
25 T22355122
RF21 1/6/21
26 T22355123 RF22 1/6/21
27 T22355124 RF23 1/6/21
28 T22355125 RF24 1/6/21
29 T22355126 RF25 1/6/21
30 T22355127
RF26 1/6/21
31 T22355128
RF27 1/6/21
32 T22355129
RF28 1/6/21
33 T22355130
RF29 1/6/21
34 T22355131 RF30 1/6/21
35 T22355132 RF31 1/6/21
36 T22355133 RF32 1/6/21
37 T22355134 RF33 1/6/21
38 T22355135 RF34 1/6/21
39 T22355136
RF35 1/6/21
40 T22355137
RF36 1/6/21
41 T22355138
RF37 1/6/21
42 T22355139
V1 1/6/21
43 T22355140 V2 1/6/21
44 T22355141 V3 1/6/21
To Whom It May Concern:
The V24 truss was eliminated at time of truss erection because of field conditions. The
Space between V24 and RF05 is less than 30". Due to the fact that there is additional loading
applied to the RF05 Girder Truss and that the span rating of 19/32 structural roof sheathing is
30" no additional bracing or repairs are necessary to the truss system.
August 24th, 2021
Sincerely,
Walter P. Finn