42. How many square feet of forms are needed to construct the columns shown in Figures 5-26 and 5- 28?
42. How many square feet of forms are needed to construct the columns shown in Figures 5-26 and 5- 28?
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter35: Foundation Plan Layout
Section: Chapter Questions
Problem 35.8Q
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![42. How many square feet of forms are needed to construct the columns shown in Figures 5-26 and 5-
28?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7d93dc0d-9ddc-4d81-8cab-aeaa356e3624%2Fa389949b-2ad2-4269-9a64-ab601eb3f9f2%2Fi7ol08q_processed.png&w=3840&q=75)
Transcribed Image Text:42. How many square feet of forms are needed to construct the columns shown in Figures 5-26 and 5-
28?
![16'-0"
2 x 4 WALL
WITH 7/16" OSB
5/8"X 10" ANCHOR
BOLT @ 32" O.C.
#4 REBAR @ 12
o.C. BOTH WAYS
# 5 DOWELS @ 12"
O.C. ALTERNATING
22'-0"
8'-0"
DIRECTIONS-
13'-0"
2 EACH #4 REBAR
TOP AND BOTTOM-
3 EACH #4
CONT. REBAR -
1'-0"
28'-0"
12'-0"
-2'-0"
Figure 5-26 Footing Plan
Figure 5-27 Wall Section
1'-0"
4"x4" WOOD COLUMN
2'-0"
PB44 COLUMN BASE
AL
1'-0" -
#3 TIES @ 3" OC.
2'-0"
1'-0" 2'-0"
4 EA. #5 DOWELS -
4 EA
4 EA. #4 REBAR
#5 REBAR
BOTH WAYS
1'-0"
#3 TIES
SECTION A-A'
2'-0"
Figure 5-28 Column Detail](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7d93dc0d-9ddc-4d81-8cab-aeaa356e3624%2Fa389949b-2ad2-4269-9a64-ab601eb3f9f2%2Fhhw7eka_processed.png&w=3840&q=75)
Transcribed Image Text:16'-0"
2 x 4 WALL
WITH 7/16" OSB
5/8"X 10" ANCHOR
BOLT @ 32" O.C.
#4 REBAR @ 12
o.C. BOTH WAYS
# 5 DOWELS @ 12"
O.C. ALTERNATING
22'-0"
8'-0"
DIRECTIONS-
13'-0"
2 EACH #4 REBAR
TOP AND BOTTOM-
3 EACH #4
CONT. REBAR -
1'-0"
28'-0"
12'-0"
-2'-0"
Figure 5-26 Footing Plan
Figure 5-27 Wall Section
1'-0"
4"x4" WOOD COLUMN
2'-0"
PB44 COLUMN BASE
AL
1'-0" -
#3 TIES @ 3" OC.
2'-0"
1'-0" 2'-0"
4 EA. #5 DOWELS -
4 EA
4 EA. #4 REBAR
#5 REBAR
BOTH WAYS
1'-0"
#3 TIES
SECTION A-A'
2'-0"
Figure 5-28 Column Detail
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