exterior walls (wood)

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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 - PowerPoint PPT Presentation

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Page 1: Exterior Walls (Wood)

Exterior Walls (Wood)

Page 2: Exterior Walls (Wood)

Framing Techniques in Light Frame Construction

General Terms & Methodology Platform Framing Balloon Framing Post & Beam

Page 3: Exterior Walls (Wood)

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

Page 4: Exterior Walls (Wood)

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 per hour)

Palm tree pierced by plywood missile, Hurricane Andrew

Page 5: Exterior Walls (Wood)

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)

Suckingforce

Liftingforce

Page 6: Exterior Walls (Wood)

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

Page 7: Exterior Walls (Wood)

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

Page 8: Exterior Walls (Wood)

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.

Page 9: Exterior Walls (Wood)

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

Double Plate

Cripple Studs

Header

Header

Jack

Cripple Studs

Rough Sill

Trimmer

Page 10: Exterior Walls (Wood)

PlatformFraming

Foundation

Sill (Mud Sill)

Floor Joist

Girder

Subfloor isPlatform

DoublePlate

Blocking

Sway Bracing

(cornerbracing)

Rafter or Truss

Also called

Western

Framing

Sheathing

Ledger

Page 11: Exterior Walls (Wood)

BalloonFraming

Studs extend

from sill to

roof line (full length)

Also called

Eastern Framing

Terms similar to Platform Framing

Page 12: Exterior Walls (Wood)

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

Page 13: Exterior Walls (Wood)

Balloon Framing Terms

Ribbon Firestop

Page 14: Exterior Walls (Wood)

Framing Construction at Corners 3 full studs

– good with super insulated buildings

3 full studs and blocking

3 full studs and 1/2” shim

Page 15: Exterior Walls (Wood)

Post & Beam

Relatively new

and less

common in residential

construction

Used in heavy

timber const

for years

Beam and Posttypically 4’-8’ OC

beam

post

T&G planks2x6 or 2x8

Page 16: Exterior Walls (Wood)

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

Page 17: Exterior Walls (Wood)

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

Page 18: Exterior Walls (Wood)

Detailing areas of Shear Walls

Diaphragm transfer

Page 19: Exterior Walls (Wood)

Exterior Finishes

Siding– Wood Siding– Metal Siding

» Steel» Aluminum

– Vinyl Siding Stucco Exterior Finish System--a nylon mesh & plaster

over insulation board

Page 20: Exterior Walls (Wood)

Wood Siding

Various sizes and Shapes– Solid wood– T1-11

(plywood)» 4’x8’ sheets

– Masonnite Lap board

» 8-12” x 16’

Page 21: Exterior Walls (Wood)

Steel & Vinyl Siding Higher in Cost Lower in Maintenance

– no painting Long lasting Concerns when using this siding

– expansion– denting– cracking– rusting

Page 22: Exterior Walls (Wood)

Cement Stucco

Least expensive

building paper

wire fabric lath

furring nails

drip screed

sheathing vs. open frame

3 coats of plaster

brownfinish

scratch} 7/8”

Page 23: Exterior Walls (Wood)

Interior Finishes

Plaster & Lath Wood Paneling Dry wall

Page 24: Exterior Walls (Wood)

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

Page 25: Exterior Walls (Wood)

Wood Paneling

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

Page 26: Exterior Walls (Wood)

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

Page 27: Exterior Walls (Wood)

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

Page 28: Exterior Walls (Wood)

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

Page 29: Exterior Walls (Wood)

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)

Page 30: Exterior Walls (Wood)

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