My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10179420_305 E. 4TH - Plan
PBA
>
Building
>
Plans
>
F
>
Fourth St
>
305 E Fourth St
>
10179420_305 E. 4TH - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2021 3:45:37 PM
Creation date
10/25/2020 5:16:04 PM
Metadata
Fields
Template:
Plan
Permit Number
10179420
Full Address
305 E Fourth St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
79
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
3902 Vtll.A SAN JOSE DRIVE, JACKSONVILLE, FLORIDA 32217 (904) 731-7978 lag (904) 731-7771 <br />FEM Foundation Results <br />Loads Applied to Rooftop and Exposed Truss Only (Wind Speed Considered = 70 mph) <br />B. Wire Guy and Ground Anchor Requirements (Cont.) <br />2. Roof Top Longitudinal Guy (2nd) <br />T:= 2.01 kips (Maximum Force in Guy) <br />U := 1.67 kips (Maximum Uplift at Guy Anchor) <br />H:=1.13 kips (Maximum Lateral Force at Guy Anchor) <br />1.5·H+B·UAltematively; Wreq := <br />P <br />Wreq = 5.437 kips (Ballast Weight Required) <br />31a. Concrete Block Required:breq:= Wreq <br />0.145 breq=3.347 ft. cube of Concrete <br />b. Gallons of Water Required:VoI:=Wreq <br />0.063 <br />7.476 Vol = 645.Gallons of Water <br />3. Roof Top Transverse Guy <br />T:= 3.00 kips (Maximum Force in Guy) <br />U:= 2.12 kips (Maximum Uplift at Guy Anchor) <br />H:= 2.12 kips (Maximum Lateral Force at Guy Anchor) <br />1.5-H+B·UAlternatively; Wreq := <br />P <br />Wreq = 9.187 kips (Ballast Weight·Required) <br />a. Concrete Block Required: breq := Wreq <br />0.145 breq= 3.987 ft. cube of Concrete <br />Wreqb. Gallons of Water Required:Vol:= - <br />0.063 <br />7.476 Vol = 1090 Gallons of Water <br />4. Sound Wing Guy <br />T:= 1.63 kips (Maximum Force in Guy) <br />U:= 1.27 kips (Maximum Uplift at Guy Anchor) <br />H.= 1.02 kips (Maximum Lateral Force at-Guy Anchor) <br />1.5·H+B·IJAlternatively; Wreq := <br />P <br />Wreq = 4.67 kips (Ballast Weight Required) <br />3fwi;qa. Concrete Block Required:breq:= 1- <br />JO.145 breq = 3.182 ft. cube of Concrete <br />b. Gallons of Water Required:Vol ::Wreq <br />0.063 <br />7.476 Vol= 554 Gallons of Water <br />A
The URL can be used to link to this page
Your browser does not support the video tag.