My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permit - 1273069
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
Road Names
>
Permit - 1273069
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/14/2011 2:32:48 PM
Creation date
9/3/2003 10:49:10 AM
Metadata
Fields
Template:
Permits
Permit Address
100 TUMBLE ST N
Permit City
Detroit
Parcel Number
105E01BC04400
Permit Type
Permit
Permit Site Number
11081
Permit Doc Type
Permit Document
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
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
Subsection A, B, and C of Exception 2 are taken directly from the <br />statutes known as the Architects Law. (See PI page 2015 for more <br />detail.) <br /> <br />AS in "A# above, any building over 4,000 square feet in ground <br />area or more than 20 feet in height from the top surface of the <br />lowest flooring to the highest interior overhead finish, is <br />required to be designed by an engineer or architect. Trusses in <br />this area must also be designed by an architect or engineer. <br /> <br />In addition to the requirements in the Architects Law, the <br />building official is required to ask for architect- or engineer- <br />designed trusses in buildings smaller than 4,000 square feet or <br />20 feet in height unless the building official determines that <br />work is not of a highly technical nature or there is no unreaso- <br />nable potential risk to llfe and/or safety of the structure. <br /> <br />Most building officials find that truss design is of a highly <br />technical nature where there is a reasonable potential risk to <br />life and/or safety and so require trusses to be designed by an <br />architect or engineer~ <br /> <br />Answer to Question 5: If the builder can satisfy the building <br />official under Exception 2, the building official my authorize <br />use of such standard designs. <br /> <br />Answer to Question 6: UBC Standard Section 2~.1739 requires <br />periodic nonscheduled inspection. Each truss manufacturer shall <br />retain an approved agency having no financial interest in the <br />plant being inspected to make nonscheduled inspections of the <br />truss fabrication and delivery operations. The inspections shall <br />cover all phases of the truss operation, including lumber <br />storage, handling, cutting, fixtures, presses or rollers, fabri- <br />cation bundling and banding, handling and delivery. Section <br />25.1825 of the UBC Standard 2518 says each member shall be iden- <br />tified by the appropriate trademark of the approved independent <br />inspection and testing agency, legibly applied so as to be <br />clearly visible, if the strength of one surface of the beam of <br />the panel is different from the other, the top surface shall be <br />identified. For bolted trusses there are no quality control pro- <br />cedures in the UBC Standards. Bolted trusses are normally large <br />enough that they require job site fabrication and would be sub- <br />ject to the normal on-site inspection process. <br /> <br />The building official also has access to special inspection under <br />Section 306(a)12, Special Cases. Work which, in the opinion of <br />the building official, involves unusual hazards as part of the <br />special inspection process, may be accomplished under 306(f) <br />which provides for approved fabricators and an elaborate set of <br />controls which the building official may implement. <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.