canam steel
Project: WEST MIAMI SIX MODEL B
RP2405
Date: 11/29/90
Mod: R06
Maximum spacing between center of Voids:
8 Bottom Chord => 3 Horizontal
Lateral supports
8 Bottom Chord
10" - B 1/2"
22" - B 1/2"
POSITION
Keep 1/2" extra increase for weld | Be
Position = 3 outside plates, 1 top back to back.
It is shown for illustration only.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form.
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
The window height of one support is calculated according to one dimensional form......
......
Business Record — Canam Steel, RP2405 (1990)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents