In Seismic Design Categories D0, D1, and D2, _____ stone masonry walls shall not be used. - ✔✔Rubble R404.1.1.1 Masonry foundation walls. In Seismic Design Categories Do, D1 and D2, foundations... with stem walls shall be provided with a minimum of one No. ___ bar within 12 inches of the top of the wall and one No. ___ bar located 3 to 4 inches from the bottom of the footing. - ✔✔#4 #4 R403.1.3.1 Foundations with stemwalls The grade away from foundation walls shall fall a minimum of ___ inches within the first ____ feet. - ✔✔6 in. 10 ft. (Read exception) R401.3 Drainage In flood hazard areas, enclosed areas below the design flood elevation shall be used sole for: 1._____ 2._____ 3._____ - ✔✔Parking of vehicles Building access or Storage R322.3.5 Enclosed areas below design flood elevation. [Show More]
Last updated: 1 year ago
Preview 1 out of 30 pages
Instant download
Buy this document to get the full access instantly
Instant Download Access after purchase
Add to cartInstant download
Bundle for IRC Tests Compilation
By Tessa 1 year ago
$35
8
Connected school, study & course
About the document
Uploaded On
Jun 26, 2022
Number of pages
30
Written in
This document has been written for:
Uploaded
Jun 26, 2022
Downloads
0
Views
56
In Browsegrades, a student can earn by offering help to other student. Students can help other students with materials by upploading their notes and earn money.
We're available through e-mail, Twitter, Facebook, and live chat.
FAQ
Questions? Leave a message!
Copyright © Browsegrades · High quality services·