| < Day Day Up > |
|
Use the following information to create the drawing in Figure 17.8.1d. Save the drawing as MyTee in the C:\Steps\Lesson17 folder.
Figure 17.8.1a
Figure 17.8.1b
Figure 17.8.1c
Figure 17.8.1d: Socket Weld Tee
1.1 | Layer Information:
| |||||||||||||||||||||||||||
1.2 | Limits: 0,0 to 17,11 | |||||||||||||||||||||||||||
1.3 | Grid spacing = 1/4" | |||||||||||||||||||||||||||
1.4 | Text sizes = 3/8", 1/4", 3/16", 1/8" | |||||||||||||||||||||||||||
1.5 | Font: Times New Roman | |||||||||||||||||||||||||||
1.6 | Hatching information
|
Start a new drawing from scratch.
2.1 | Create the following setup:
| |||||||||||||||||||||||||||||
2.2 | Use this information for the Grade hatching: Pattern: EARTH Scale: 8.0000 Angle: 45 | |||||||||||||||||||||||||||||
2.3 | Use this information for the sand hatching: Pattern: AR-SAND Scale: 0.5000 Angle: 0 | |||||||||||||||||||||||||||||
2.4 | Use the Times New Roman font. Large text should plot at ¼"; small text should plot at 1/8". | |||||||||||||||||||||||||||||
2.5 | Create the Exterior Slab drawing shown in Figure 17.8.2a. Save it as MySlab in the C:\Steps\Lesson17 folder. |
Start a new drawing from scratch. Using the same information you used in the Exterior Slab drawing in Exercise 2, create the Concrete Pier Footing drawing in Figure 17.8.3a.
Figure 17.8.3a: Concrete Pier Footing
3.1 | Use this information to hatch the concrete: Pattern: AR-CONC Scale: 0.5000 Angle: 0 |
3.2 | Save the drawing as MyFooting in the C:\Steps\Lesson17 folder. |
Open the Cabin-hatch.dwg file in the C:\Steps\Lesson17 folder. Use the following information to complete the drawing. The completed elevations are shown in Figures 17.8.4a & b. (See if you can add a chimney on your own.)
4.1 | Create these additional layers:
| |||||||||||||||||
4.2 | Hatching information:
|
Figure 17.8.4a: Front Elevation
Figure 17.8.4b: Side Elevation
Using what you've learned, create the drawings in Figures 17.8.5a to 17.8.5h. The grid, where shown, is 2".
Figure 17.8.5a: Curb Cut
Thanks to Tilco Vanguard of Snohomish, Washington and Jon Julnes for allowing us to use this drawing.
Figure 17.8.5b: Transverse Contraction Joint
Figure 17.8.5c: Integral Curb
Figure 17.8.5d: Longitudinal Joint
Figure 17.8.5e: Guardrail Detail
Figure 17.8.5f: Longitudinal Joint
Figure 17.8.5g: Concrete Header
Figure 17.8.5h: Median Detail
Special thanks to Randy Behounek at the Sarpy County Surveyors Office in Papillion, Nebraska for permission to use Figures 17.8.5b to 17.8.5h drawings.
Using what you've learned, create the drawing shown in Figure 17.8.6a.
Figure 17.8.6a: Plot Plan
| < Day Day Up > |
|