Architectural Design Construction of a Wall Section Upon completion of this assignment, you will be able to accurately and neatly draw, to scale and limits,

Architectural Design

Construction of a Wall SectionUpon completion of this assignment, you will be able to accurately and neatly draw, to scale and limits, a common wall sectionaccording to the current internationally recognized building codes and standard sizes of materials for construction of a common wall section in Texas.

Created by The University of North Texas in partnership with the Texas Education Agency

List of materials for typical wall sections:

WALL PART SCHEDULE1 RAFTER 2x62 JOIST 2x63 LOOK OUT VENTS4 FACIA5 SAFFIT 1 x 66 FREEZE BOARD 1 x 47 BLOCKING 2 x 48 CEILLING9 TOP PLATE (2) 2x4

10 DOUBLE HEADER 2x411 SHEETROCK 12 x 812 SHEETING 12 x 813 AIR SPACE14 DRY WALL15 WALLTIE16 WEEP HOLE17 2XD PLATE18 BASE FLOOR19 FINISH FLOOR20 FOOTING

1

23456789

1011

12

13

1415161718192021

22

23

A B

1

1

1

1

1

1 1 1

1

1

1

23

3

20

0

7 8 9

4

2

1

9 8

4

7

5

5

6

6

Note: Footing types are influencedby a variety of factors to include soil bearing capacity, region, loads, eccentricity, etc.

Frost Line

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2

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International Building Code, IBC

The 2006 International Building Code (IBC 2006) addresses the design and installation of building systems through requirements that emphasize performance. Fully compatible with all the International Codes, the 2006 Edition provides up-to-date, comprehensive coverage that establishes minimum regulations for building systems using prescriptive- and performance-related provisions. Content is founded on broad-based principles that make possible the use of materials and building designs. Structural as well as fire- and life-safety provisions covering seismic, wind, accessibility, egress, occupancy, roofs, and more are included. The scope of this code covers all buildings except 3-story one- and two-family dwellings and town homes. Note that the 2008 edition will be published soon.

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IBC 2006 contents• Administration • Definitions • Use and Occupancy Classification • Special Detailed Requirements based on Use and Occupancy • General Building Heights and Areas • Types of Construction • Fire-resistance-rated Construction • Interior Finishes • Fire protection Systems • Means of Egress • Accessibility • Interior Environment • Energy Efficiency • Exterior Walls • Roof Assemblies and Rooftop Structures • Structural Design • Structural tests and Special Inspections • Soils and Foundations • Concrete • Aluminum • Masonry • Steel • Wood

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• Glass and Glazing • Gypsum Board and Plaster • Plastic • Electrical • Mechanical Systems • Plumbing Systems • Elevators and Conveying Systems • Special Construction • Encroachments into the public Right-of-way • Safeguards During Construction • Existing Structures • Referenced Standards • Appendix A: Employee Qualifications • Appendix B: Board of Appeals • Appendix C group U: Agricultural Buildings • Appendix D: Fire Districts • Appendix E: Supplementary Accessibility Requirements • Appendix F: Rodent-Proofing • Appendix G: Flood-Resistant Construction • Appendix H: Signs • Appendix I: Patio Covers • Appendix J: Grading • Appendix K: ICC Electrical Code • Index

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Wall Section Insulation Material.

Insulation is measured by its R-value. R-value is influencedby region as shown in the chart below:

54

321

Heating ZonesFreeze Zones

Freeze line Zone

AtticFloors

Exterior WallsCeiling overunheate craw;space or basement

Recommended R Value

Insulations

1 R-26 R-value of full wall R-112 R-26 insulation which is R-133 R-30 31/2 thick, will R-194 R-33 depend on material R-225 R-38 used Range is R-22 R-11 to R-13

Source: Department ov Energy Contact City Code

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Example of a wall section.List the 20 major components of a general wall section. Label the general area of the frost line and the reason for its location.

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8

Another example of a Wall Section. (Pick and chose what you want,then label & dimension)

24"

1/2" REINFORCING STEEL

SOLE PLATE

WALL COVERINGDRYWALL

FIBERGLASSINSULATION

FIRE STOP

SHEATING

STUCO

WIRE MESH

DRYWALL

JOIST 2" X 6"16" O.C.

BLOCKING

DOUBLE PLATE

PLYWOOD DECKING

ASPHALT SHINGLES

FREEZE

SOFFIT PLYWOOD

FASCIA 1" X 8"STUD 2" X 4"16" O.C.

RAFTER 2" X 6"24" O.C.

DO

OR

AN

D W

IND

OW

HE

IGH

T

7

' 0"

INT

ER

IOR

WA

LL

HE

IGH

T

1

0' 0

"

ROOF PITCH 12 - 4

12

4

WALL SECTION

A B

INSULATION

WATER PROOF PAPER

RIBBED LATH

HARD WOOD

MOLDING

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Charts of Floor Joist span Data Ceiling Joist span dataRafter span data

CALIFORNIA RED WOOD30 LBS./FT²- LIVE LOAD

CL. HEART STR.SELECT STRUCT.

# 1# 2

# 3

"E"*"Fb"

265020001700

1400

800

1.41.41.4

1.25

1.1

11-311-311-3

10-10

10-0

12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24"

10-310-310-3

9-10

8-8

8-118-118-11

8-7

7-1

13-614-1114-11

14-4

13-3

14-1113-613-6

13-0

11-6

11-1011-1011-10

11-4

9.4

19-019-019-0

18-3

16-11

15-115-115-1

14-6

11-11

17-317-317-3

16-7

14-9

23-123-123-1

22-2

20-7

21-021-021-0

19-2

17-8

18-418-418-4

17-8

14-7

2 x 6 2 x 8 2 x 122 x 10

DOUGLAS FIR - LARCH20 LBS./FT² - LIVE LOAD

SELECT STRUCT.

DENSE # 2

# 2

# 3

"E""Fb"

205020501700

1450

850

1.81.91.7

1.7

1.5

10-310-510-0

9-11

7-8

12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24"

9-49-69-1

8-8

6-7

8-18-37-7

7-0

5-5

14-716-415-9

15-7

11-11

16-114-1114-4

13-6

10-7

12-913-011-11

11-0

8-5

21-221-720-10

20-7

15-8

16-1017-215-9

14-5

11-4

19-319-718-11

17-10

13-8

27-127-626-6

26-3

20-2

24-725-024-1

22-8

17-5

21-621-1019-10

18-6

14-2

2 x 4 2 x 6 2 x 102 x 8

SOUTHERN YELLOW PINE20 LBS./FT² - LIVE LOAD

"E""Fb" **12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24"

2 x 4 2 x 6 2 x 102 x 8

DENSE # 1

SELECT STRUCT.

DENSE # 2

# 2

# 3

215021501750

1500

875

1.81.91.7

1.6

1.5

11-211-611-2

10-8

8-1

10-310-79-11

9-3

7-1

9-09-08-1

7-6

5-9

16-018-017-4

16-8

12-8

17-916-615-8

14-6

11-0

14-214-212-9

11-10

9-0

23-523-1022-10

22-1

16-8

18-618-816-10

15-7

11-10

21-221-920-7

19-1

14-5

29-1130-529-2

28-2

21-3

27-029-925-3

24-5

18-5

23-823-1021-6

19-11

15-1

DENSE # 1

* MODULUS OF ELASTICITY "E" IN 1,000,000 PSI. OR 1.0IS EQUAL TO 1,000,000 PSI.

** THE REQUIRED EXTREME FIBER STRESS IN BENDING "Fb", IN POUNDS/IN²

FLOOR JOIST SPAN DATA

CEILING JOIST SPAN DATA

RAFTER SPAN DATA

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Examples of footings, foundation walls, and piers.

WIRE MESH

1/2" REINFORCING STEEL

FLOOR ANCHOR

2" X 6" BRICK LEDGE

GARAGE FLOOR ELEVATION24

"

4"

4"

12"

4"

GARAGE APRON C

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