1 / 30

Exterior Walls (Wood)

Exterior Walls (Wood). Framing Techniques in Light Frame Construction. General Terms & Methodology Platform Framing Balloon Framing Post & Beam. Wind. Forces on Exterior Wall Construction. Wall had their own dead load Walls support vertical loads (LL + DL) from roof ceiling floors

mary-beard
Download Presentation

Exterior Walls (Wood)

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Exterior Walls (Wood)

  2. Framing Techniques in Light Frame Construction • General Terms & Methodology • Platform Framing • Balloon Framing • Post & Beam

  3. Wind Forces on Exterior Wall Construction • Wall had their own dead load • Walls support vertical loads (LL + DL) from • roof • ceiling • floors • Must also resist lateral forces due to Earthquake (seismic)

  4. Palm tree pierced by plywood missile, Hurricane Andrew Wind--Horizontal/Lateral Load • Wind causes both horizontal & vertical movement with vertical forces called uplift • Use of wind speed map to determine wind speed (70 to 110 miles perhour)

  5. Sucking force Lifting force Wind Forces • Horizontal forces are treated like seismic • Vertical forces are called uplift • Wind blowing across the structure creates a negative pressure (sucking force) • Wind blowing thru an opening increases inside pressure (lifting force)

  6. Earthquakes • Shock waves cause lateral and vertical motion in a building • Usual design, for vertical forces, will take care of the vertical seismic forces • Major factors effecting seismic forces: • The type of structure (material its made of) • Nature of soil under the building • Building are not designed to be earthquake-proof, but to be earthquake resistant

  7. Exposed Earthquake Module Connections called “ductile” are designed to give the building the ability to move, bend or stretch without snap and breaking apart during earthquakes

  8. Typical Wall Construction • One and two story framing • 2” x 4” @ 16” O.C. • Occasionally 2” x 6” @ 24” O.C. • Three story framing(load bearing walls) • lower floor = 2” x 6” @ 16” O.C. • other floors = 2” x 4” @ 16” O.C.

  9. DoublePlate CrippleStuds Header Header Jack Rough Sill Trimmer CrippleStuds Window Framing Terms • Header • supports structure above windows • Header Jack • supports header • Cripple Studs • Double Plate • Rough Sill • Trimmer • additional stud to trim out window

  10. PlatformFraming Rafter or Truss Subfloor is Platform Also called Western Framing Blocking Double Plate Sway Bracing (cornerbracing) Girder Ledger Floor Joist Sill (Mud Sill) Foundation Sheathing

  11. BalloonFraming Studs extend from sill to roof line (full length) Also called Eastern Framing Terms similar to Platform Framing

  12. Balloon Framing • Used primarily for 2 story construction • Less chance of shrinkage or movement • recommended for masonry veneer & stucco • 2nd floor supported by wall with • let-in 1x4 called a ribbon • Less overall material • Longer members usually more costly • Firestop blocking required

  13. Balloon Framing Terms • Ribbon • Firestop

  14. Framing Construction at Corners • 3 full studs • good with super insulated buildings • 3 full studs and blocking • 3 full studs and 1/2” shim

  15. beam T&G planks 2x6 or 2x8 post Post & Beam Relatively new and less common in residential construction Used in heavy timber const for years Beam and Post typically 4’-8’ OC

  16. Tongue & Groove Planking • Used for Roof or Floor when structure is space 24” or more O.C.

  17. Shear Wall Design • Resistance to lateral forces resulting from earthquakes or wind • Connections: • 1 sheathing to joist • 2 joist to top wall • 3 edge nailing • 4 tie-down straps • 5 anchor/shear bolts

  18. Detailing areas of Shear Walls Diaphragm transfer

  19. Exterior Finishes • Siding • Wood Siding • Metal Siding • Steel • Aluminum • Vinyl Siding • Stucco • Exterior Finish System--a nylon mesh & plaster over insulation board

  20. Wood Siding • Various sizes and Shapes • Solid wood • T1-11 (plywood) • 4’x8’ sheets • Masonnite Lap board • 8-12” x 16’

  21. Steel & Vinyl Siding • Higher in Cost • Lower in Maintenance • no painting • Long lasting • Concerns when using this siding • expansion • denting • cracking • rusting

  22. Cement Stucco sheathing vs. open frame Least expensive building paper wire fabric lath furring nails drip screed 3 coats of plaster finish }7/8” brown scratch

  23. Interior Finishes • Plaster & Lath • Wood Paneling • Dry wall

  24. Plaster & Lath • Old technique - not in common use today • 3/8” - 1/2” thick lath • 1/2” coat plaster • uses a ground board at edges

  25. Wood Paneling • 4’ x 8’ sheet panels • vertical/horizontal/angle pieces • solid boards • wide range of wood types and colors

  26. Drywall • Commonly called sheet rock, gypsum board (GB), or plaster board • typically 1/2” on wall, 5/8” on ceiling • Nail directly to studs, nails commonly 8” OC • Tape - 3 coats/ texture • Green/blue board or cement board for bathrooms

  27. Assignment • Sheet A-4 • Dimension the enlarged entry plan • Add restrooms to match A-1 & A-2 • Reference door and window (A-1 & A-2) • Hatch or poche’ as needed • Using elevation 1/A-4 create elevations for A/A-4 and B/A-4

  28. Drawing Assignment Wall Section • 5/8”dia x 12”AB @ 32” • 8” Min from backfill to top FDN • 4” concrete slab w/ 6x6 10/10 wwf or wwm (wire welded fabric or mess) • Blocking • 6-8”compact fill 95% density • foundation wall 8” with normal footing size (w x 2w) 30” frost depth • Foundation insulation

  29. Drawing Assignment Wall Section Cont. • 2”x4” wood studs • Treated wood plate • Found. (2) #5 bars top and bottom and (1) #5 @ 18” o.c. vertical • 12”x18” cont. conc. footing w/ (2) #4 bars x cont. • #4 ties @ 18” o.c. (50% 2’-6” & 50% 1’-6”) • T&G plywood subfloor (second level)

  30. Wall Section Drawing Cont. • Slope 3:12 • 5/8” GB inside wall • Beam bearing @ 8’-0” • Roof beam 3x10 • 3/4” CDX plywood sheathing • 3/4” T1-11 siding (brick, stucco, etc.) • Overhang 18” • 2x2 starter board 1-1/2” from edge

More Related