HomeMy WebLinkAboutLetter ( Hangers For Girders )•
Donald J. Nuelle P.E.
815 University Boulevard Apt. 301
Jupiter, FI. 33458
Mr. & Mrs. Balser
Lot 4 Holiday Out
St. Lucie County, FL
RE: Hangers for Girders that frame into the MCU Walls
Dear Mr. Balser,
Date: 8/9/2015
After reviewing the truss package from Al truss all 2 ply floor girders that
frame into the wall and don't bear shall be supported by a Simpson LGUM26-2-
sds. All 3 ply floor girders shalFbear on Simpson LGUM36-3-sds. All connectors
shall be installed according -to manufacturer's recommendations.
If you or any other affected party have any questions or require additional
information please contact me at (561)-629-6975.
ero
Donald J. uelle P.E. 52046
l ., '•mac X
1
�f
A-1. ROOF
TRUSSES
A FLORIDA CORPORATION
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
RE: Job 61998 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce, FL 34946
Customer Info: L&C CONSTRUCTION INC. Project Name: BALSER RESIDENCE
Lot/Block: Model: BALSER RESIDENCE
Address: LOT 4 HOLIDAY OUT, JENSEN BEACH, Fl-wbdivision:
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: FBC2014ITP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 170 MPH
Roof Load: 55.0 psf Floor Load: 55.0 psf
This package includes 92 individual, dated 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss 'Name
Date
1
A0556593
A01 G
7/31/15
13
A0556605
FL06
7/31/15
25
A0556617
FL18
7131 /15
2
A0556594
A02
7/31/15
14
A0556606
FL07G
7131115
26
A0556618
FL19
7/31/15
3
A0556595
A03
7/31/15
15
A0556607
FL08
7/31/15
27
A0556619
FL20
7/31/15
4
A0556596
A04
7/31/15
16
A0556608
FL09
7/31/15
28
A0556620
FL21
7/31/15
5
A0556597
A05
7/31/15
17
A0556609
FL10
7/31/15
29
A0556621
FL22
7/31/15
6
A0556598
A06
7/31/15
18
A0556610
FL11
7/31/15
30
A0556622
FL23G
7/31115
7
A0556599
A07G
7/31/15
19
A0556611
FL12
7/31/15
31
A0556623
FL24
7/31/15
8
A0556600
FL01G
7/31/15
20
A0556612
FL13
7/31/15
32
A0556624
FL27G
7/31/15
9
A0556601
FL02
7/31/15
21
A0556613
FL14G
7/31/15
33
A0556625
FL28
7131/15
10
A0556602
FL03G
7/31/15
22
A0556614
FL15G
7/31/15
34
A0556626
FL29G
7/31/15
11
A0556603
FL04
7/31/15
23
A0556615
FL16
7/31/15
35
A0556627
FL30G
7/31/15
12
A0556604
FL05G
7/31/15
24
1 A0556616
FL17
7/31/15
36
IA0556628
FL31
7/31/15
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc, under my direct supervision based on the parameters provided by AA Roof Trusses, Ltd.
Truss Design Engineer's Name: Manuel Martinez My license renewal date for the state of Florida is February28,2017.
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, perANSVTPI-1 Sea 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
Indicating the nature and character of the work. The design criteria therein have been transferred to Manuel Martinez PE by [A1 Roof Trusses orspecifle location]. These TDDs (also referred to at times
Structural Delegated Engineering Documents') are specialty structural component designs and may be part of the project's deferred orphased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the Too represents an acceptance of professional engineering responsibility forthe design of the single Truss depicted an the Too only. The Building Designer is responsible
for and shag coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes.
Manuel `D9�Ya9^dbYManuN Mart n¢
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