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Technical Drafting AS Lesson4 LO1.docx

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Republic of the Philippines
DEPARTMENT OF EDUCATION
Region I
San Fernando City
La Union
ACTIVITY SHEETS IN TECHNICAL DRAFTING 11
2nd QUARTER, WEEK 1-2
MELC: Drafting Structural Layout and Details
K to 12 BEC CG: (TLE_ICTTD9- 12SL-IIIa-b-1)
Objectives:
1. Indicate the locations of wall footings, footings, and columns in drafting the
floor plan.
2. Draw in a larger scale details of wall footings, footings, and columns.
Prepared by:
RODOLFO L. AQUINO
Master Teacher I
RYAN ANGEL C. MUGAS
SHS Teacher II
JHONNY G. DE GRACIA
SHS Teacher II
MARCELO JOHN V. LAGONOY
SHS Teacher I
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY I: Identify Me
Most Essential Learning Competency: Indicate the Locations of Wall Footings,
Footings, and Columns in Drafting the Floor Plan.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions: Identify the following, choose your answer in the box and write the
LETTER of your answer on the BLANK provided before each item.
A.
B.
C.
D.
E.
F.
G.
SUBSTRUCTURE
H.
FOOTINGS
I.
SUPERSTRUCTURE
J.
WALL FOOTINGS
K.
COMBINED FOOTINGS
L.
ISOLATED OR SINGLE
M.
FOOTINGS
STRIP FOUNDATION
STEPPED FOOTINGS
PILE FOUNDATION
PILE CAPS
PIER FOUNDATION
STEPPED FOOTINGS
POLE FOUNDATION
N. COMBINED
FOUNDATION
O. CONTINUOUS
FOOTINGS
P. CANTILEVER OR
STRAP FOOTINGS
Q. PAD FOUNDATION
R. RAFT/MAT
FOUNDATION
______ 1.
Is a term applied for structures above the ground level.
______ 2.
Is otherwise known as the foundation and this forms the base for any
structure.
______ 3.
These are structural members used to support columns and walls.
______ 4.
A type of foundation which is also known as isolated footings that support
freestanding columns or piers.
______ 5.
Foundation which are continuous spread footings of foundation walls, and is
extended to support a row of columns.
______ 6.
Is a reinforced concrete footing for a perimeter foundation wall or column
extended to support an interior column load.
______ 7.
A slender, structural member consisting steel or concrete or timber. It is
installed in the ground to transfer the structural loads to soils at some
significant depth below the base of the structure.
______ 8.
These are thick slabs used to tie a group of piles together to support and
transmit column loads to the piles.
______ 9.
These are foundations use for special structures like bridges.
______ 10. A foundation with thick and heavily reinforced concrete slab that serves as a
single monolithic footing for a number of columns or a whole building.
______ 11. These are strip footings that change levels to accommodate a sloping
ground.
______ 12. Foundation that elevates timber structures above the ground plane, thus
preserving much of the landscape and natural features on site.
______ 13. Footings that support a row of three or more columns. They have limited
width and continue under all columns.
______ 14. Footings used to support structural walls that carry loads for other floors or
to support nonstructural walls.
______ 15. Footings that usually support two columns, or three columns not in a row.
______ 16. Footings used when two columns are so close that single footings cannot be
used or when one column is located at or near a property line.
______ 17. Footings that consist of two single footings connected with a beam or a strap
and support two single columns.
______ 18. Footings used to support single columns.
This is one of the most
economical types of footings and is used when columns are spaced at
relatively long distances.
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY II:
Most Essential Learning Competency: Indicate the Locations of Wall Footings,
Footings, and Columns in Drafting the Floor Plan.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions:
1.
2.
3.
Exterior Walls: 0.20 M.
Interior Walls: 0.10 M.
Layout the walls, stairs and columns of the given floor plan
Do not include door symbols, windows and fixtures.
Include callouts and dimensions.
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY III: Where’s My Foot
Most Essential Learning Competency: Indicate the Locations of Wall Footings,
Footings, and Columns in Drafting the Floor Plan.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions:
1. Using your first layout in the previous activity, determine the locations of
the footings including wall footings and tie beams.
2. Do not include door symbols, windows and fixtures.
3. Draw Wall Footings and Tie Beams.
4. Include callouts and dimensions.
Exterior Walls:
0.20 M.
Interior Walls:
0.10 M.
Columns:
0.20 M. x 0.20 M.
Footings:
0.90 M. x 0.90 M.
WF & Tie Beam:
0.40 M.
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY I: Labeling Foundation Plan
Most Essential Learning Competency: Draw in a Larger Scale Details of Wall
Footings, Footings, and Columns.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions:
1.
With the finished foundation plan, label the drawing
accordingly.
2.
Using the given foundation plan, draw the Tie Beams and
Wall Footings.
Exterior Walls:
0.20 M.
Interior Walls:
0.10 M.
Columns:
0.20 M. x 0.20 M.
Footings:
0.90 M. x 0.90 M.
WF & Tie Beam:
0.40 M.
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY II: Determining the Column & Footing, Wall Footing and Tie Beam
schedule.
Most Essential Learning Competency: Draw in a Larger Scale Details of Wall
Footings, Footings, and Columns.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions:
1.
2.
After labeling your foundation plan, determine the dimensions
of the Column Footing, Wall Footing and Tie beams.
draw the Tie Beam, Wall Footing, Column and Footing details
in 1:20 M. scale.
Exterior Walls:
0.20 M.
Interior Walls:
0.10 M.
Columns:
0.20 M. x 0.20
M.
Footings:
0.90 M. x 0.90
M.
WF & Tie Beam:
0.40 M.
Name: ___________________________________________________ Date: _____________
Grade/Section:_____________________________________________________ Score:_____________
ACTIVITY III: Adding other information to the Column & Footing, Wall
Footing and Tie Beam schedules.
Most Essential Learning Competency: Draw in a Larger Scale Details of Wall
Footings, Footings, and Columns.
K to 12 BEC CG: TLE_ICTTD9- 12SL-IIIa-b-1
Directions:
1.
2.
After completing Foundation Plan, Draw the schedule of the
Tie Beam, Wall Footing, Column and Footing at 1:20 M. scale
Add annotations to the drawing.
Exterior Walls:
0.20 M.
Interior Walls:
0.10 M.
Columns:
0.20 M. x 0.20
M.
Footings:
0.90 M. x 0.90
M.
WF & Tie Beam:
0.40 M
Activity Assessment Scoring Rubrics
50
49
48
47
46
45
44
43
-
15
14
13
12
-
11 20
19
18
17
16
-
15 -
14
13
12
11
-
CRITERIA
ACCURACY
The output is accurately done.
One (1) error observed on the output.
Two (2) errors observed on the output.
Three (3) errors observed on the output.
Four (4) errors observed on the output.
Five (5) errors observed on the output.
Six (6) errors observed on the output.
More than Seven (7) errors observed on the output.
SPEED
The output is done on or before the time
The output is done a day after the due date.
The output is done two (2) days after the due date.
The output is done three (3) days after the due date.
The output is done four (4) or more days but not after a week after the
due date.
NEATNESS
No mess, unnecessary marks and erasures
One (1) or Two (2) erasures, mess, unnecessary marks
Three (3) or Four (4) erasures, mess, unnecessary marks
Five (5) or six (6) mess, unnecessary marks
Seven (7) or more erasures, mess, unnecessary marks
Too Dirty Drawing
LETTERING/LABELINGS
Good Lettering/Labeling Requirements
1. Very light (faint) Guide Lines
2. Utilizes the Cap and Base Lines well
3. Legibility
Good lettering composition (Consistent and balanced letter
4.
strokes)
5. Good lettering style
6. Uniformity in length and height of letters
Consistency in strength of strokes and force applied for pleasing
7.
appearance
8. Labels are complete and no mispelled words
9. Labels justified accordingly.
One (1) of the above-mentioned requirements have not met.
Two (2) of the above-mentioned requirements have not met.
Three (3) of the above-mentioned requirements have not met.
Four (4) of the above-mentioned requirements have not met.
HIGHEST POSSIBLE RATING
LOWEST POSSIBLE RATING
NO OUTPUT
GRADE
50
49
48
47
46
45
44
43
15
14
13
12
11
20
19
18
17
16
CHANGE
1155
14
13
12
11
100
80
60
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