Fernandez-FP3 Final - How to make foundation plan in AutoCAD with details for piers, columns, etc. Assignments PDF

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Summary

How to make foundation plan in AutoCAD with details for piers, columns, etc.

Assignments given by Prof. Herbert Slopack...

Description

E

F

8000

1810

4965

4340

2195 150

100 ELECTRICAL RM

450

1750

1070 1324 0

STAIR 2

6 7 W250X33 C4 F2

1085

C1 F1

W250X33

W250X33

C3 F2

JANITOR'S RM

8

C5 F1 W250X33 C6 F2

5

9

W250X33

C7 F3

W250X33

2195

C15 F1

C16 F1

W250X33 C1 F1

C17 F1

1370

1840

EQUIP RM. 1995

W250X33

10

C14 F2

W250X33

C19 F2

W250X33

6

3 A2

750

5 4 3

JI 2010

3

1100

2 2000

1305

PROVIDE WATERPROOFInG AS REQ'D

15M@400mm O/C HORIZ.

5

100mm CONCRETE SLAB ON GRADE R/W ONE TOP LAYER OF WWM 6x6 6/6 200mm GRANULAR MATERIAL COMPACTED TO 98% SPMDD (SEE ALSO SOIL REPORT RECOMMENDATIONS) COMPACTED ENGINEERED FILL

6845

2000

250mm CONC. FOUND. WALL

15M@400mm O/C DOWELS

3

STAIR 1 W250X33 C20 F1

1" COVER 15M@400mm O/C VERT. TO MATCH DOWELS

A2 C18 F1

BASEMENT

7

JI

JI

245

W250X33

1

W250X33

A2

W250X33

200

3877

W250X33

2190

2

2150

STORAGE AREA

3878 C13 F2

W250X33

2695

2240

C12 F2

ELEVATOR

100 TYP 5390

2100

W250X33

925

4

C11 F1

W250X33

765

7

C10 F1

9-1/2" NI-80/AJS-25@12"O/C JOISTS 1-1/8" x 9-1/2" OSB RIMBOARD

3865

JI 100 TYP

FURNACE RM

FIN. GRADE

JI

C9F4

W250X33

13155

C8

W250X33 1525

8

9

15M@400 mm O/C HORIZ. 15M@400mm O/C TO MATCH VERT. REINF.

4'8 x 8' x 85" T&G PLYWOOD SCREWED & GLUED MAIN FLOOR

GARBAGE RM

JI

2340

2000

W250X33

1735

C1 F1

W250X33

9

1" COVER

FURNACE ROOM

261

1925

13250

695 1115

1220

1060 100

JI

3750

3260

10

3750

1570

3040 245

JI

24

6405

245 990

4965

6535

UNDISTRIBUTED SOIL 150 Kpa MIN. (3000 psf) TO BE CONFIRMED ON SITE BY SOIL CONSULTANT

8000

STORAGE AREA F 2

H

I

1

3 TYP. SECTION THROUGH BASEMENT FOUNDATION A2 SCALE 1:40

470

400

EXISTING HERITAGE BUILDING 5570

2-15 CONT. (300mm MIN. OVERLAP) 450mmx200mm CONC. STRIP FOOTING WEEPING TILE 450

100 TYP 245

DRWN

11

JI

10

REVISIONS

8000

150

1465

NO DATE

I

H

11500

4725

11

G

800

600

D

200

C

400MIN.

B

2743

A

400

800

400

EXISTING TRUE 2"X8"@24"O/C EXISTING TRUE 2"X8"@24"O/C

1467

400

EXISTING 13"X12" SOLID TIMBER BEAM

FOOTING F4 DETAIL- SCALE 1:50 1

SHEET TITLE:

XX

COL. HSS 100x100x4.8

150

8000 E TRUSS TYPE MASONRY REINF. @ 400mm O/C TYP. CONC. BLOCK OR LOAD BEARING WALL 200mm GRANULAR MAT'L COMPACTED TP 98% SPM (SEE ALSO SOIL REPORTS RECOMMENDATIONS)

1 100 100 A2 1 SLAB THICKENING UNDER INTERIOR CONC. BLOCK OR LOAD BEARING WALL TYP. DETAIL U/N - SCALE 1:40 A2

COMPACTED ENGINEERING FILL

6mm LEVELING PL.

BASEMENT FLOOR

PROJECT NAME:

COMPACTED ENGINEERED FILL 200mm GRANULAR MATERIAL COMPACTED TO 98% SPMDD (SEE ALSO SOIL REPORT 2 TYPICAL INTERIOR FOOTING DETAIL- SCALE 1:20 RECOMMENDATIONS) A2

XX

40mm NON-SHRINK GROUT 100

600 A B 2-10M CONT. TOP & BOTT. (300mm MIN. OVERLAP) WWM 6x6 6/6 CONC. SLAB ON GRADE SEE PLAN

4000

PROJ. NO:

SCALE:

300

4000

COL. BASE PL. 100mm CONCRETE SLAB ON GRADE R/W ONE TOP LAYER OF WWM 6x6 6/6

UNDISTURBED SOIL COL. FOOTING (SEE FOOTING SCHEDULE)

DATE:

DRAWN:

XXX X/X"=1'-0" DD-MM-2012 XXX

SHEET

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