My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan
PBA
>
Building
>
ProjectDox
>
F
>
Fairview St
>
1901 N Fairview St Bldg# B
>
1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/6/2025 1:23:16 PM
Creation date
6/6/2025 1:22:19 PM
Metadata
Fields
Template:
Plan
Permit Number
20180424
20180427
20180439
20180441
20180444
101116031
101119651
Full Address
1901 N Fairview St Bldg# B
1901 N Fairview St Bldg# C
1919 N Fairview St Bldg# E
1901 N Fairview St Bldg# F
1901 N Fairview St
Permit Number (Not in SAPIN)
2018049
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
694
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
MEZZANINE INFORMATION <br /> <br />A mezzanine is an intermediate level between the floor and roof of the metal building system <br />and is designed as an accessory to the building when the mezzanine area is less than one third <br />of the supporting force resisting system. If the mezzanine area exceeds this area-based <br />threshold the mezzanine is considered a separate floor for seismic design purposes. <br />Mezzanine loading, diaphragm design, beam design, and associated connection design is <br />contained in this section. Building bracing members that are part of the mezzanine load path <br />are designed for forces associated with building base shear forces. Mezzanine chords, <br />collectors, beam connections, and bracing connections are designed for the forces associated <br />with collector forces when higher than base shear forces. Mezzanine diaphragms and <br />connections to support members other than chords and collectors are designed for inertial <br />forces, inherent torsion, and accidental torsion with amplification when required. Mezzanine <br />diaphragm connections to chords and collectors are designed for the forces associated with <br />collector forces when higher than diaphragm forces. <br />When open web steel joists are used the required loading and design code criteria is supplied <br />to a joist manufacturer to produce the mezzanine joists. When concrete is used as the wearing <br />surface or part of the structural diaphragm the concrete mix design, temperature and shrinkage <br />reinforcement, supplemental reinforcement, and in slab conduit placement is by the Engineer <br />of Record. When diaphragm irregularities are present such as reentrant corners, diaphragm <br />openings, or other inertial irregularity forces contained in the slab the Engineer of Record is <br />responsible for specifying any additional slab reinforcement as required. When temporary <br />shoring is required for slab placement the Engineer of Record shall determine the required <br />shoring framing system. <br /> <br />45 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024
The URL can be used to link to this page
Your browser does not support the video tag.