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Publisher’s version / Version de l'éditeur: Building Practice Note, 1984-09-01

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Field visits to moisture troubled housing in a Maritime climate

Scott, D. L.

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ISSN

0701 5216

BUILDING

PRACTICE

NOTE

FIELD VISITS

TO MOISTURE

TROUBLED

HOUSING IN

A MARITIME

CLIMATE

B Y

D.L.

ScotC

Division of Building Research, National &search Council of Canada

O t t a w a , September 1984 r N R C - C16T1

BLDG.

RES.

.-

L I B R A R Y

'.?

01-

U -

4

5

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FIELD VISITS

TO

MOISTURR TROUBLED

HOUSING

IN

A

MARITIME

CLTMATE

by

D.L. Scott*

ABSTRACT

This Mote d e s c r i b e s l a c a l f z e d moisture damage to maritime housing t h a t can b e attributed to a combination ~f inadequate d e t a i l i n g and poor workmanship oz lack of maintenance.

INTRODUCTION

aver t h e p a s t f e w years a number of field v i s i t s have been made t a

investigate the nature and extent moisture-induced damage to wood frame

housing within A t l a n t i c Canada. The number

of

cases investigated does not

a l l o w a meaningful s t a t i s t i c a l p r e d i c t i o n concerning moisture problems in the overall b u i l d i n g population. It does appear, however, that a

small

percentage of wood hame housing suffers f r o m localized moisture damage chat

can be

attributed t o poor original detailing and workmanship or

a

l a c k of oqgoing maintenance. The four b u i l d i n g s d e s c r i b e d i n this Note are located

in the.

~alifax,

M.S.

area and

St.

John's, Newfoundland. Each was constructed w i t h i n t h e last ten years and can b e considered r e p r e s e n t a t i v e of l o c a l

practice.

CASE ONE

A factory-built s p l i t entry three bedroom home constructed in the fall

of 1982 near Halifax w a s occupied by two adults and one c h i l d . The owners

camplained a f roof l e a k s id rhe v i c i n i t y

of

t h e

bathroom w f t h each successive

warm

rainy day fallowing cold weather.

An inspectian of the r a o f i n March 1984 found all asphalt s h i n g l e s in

place and a p p r o p r i a t e l y tabbed down. Flashings around the roof caps for

bath

and kitchen exhaust fans were w e l l sealed during a prevlous vislt by the

contractor. The a t t i c hatch w a s weatherstripped and the glass f i b r e b a t t s

were

i n s t a l l e d uniformly. The waferboard roaf sheathing had turned black

w i t h mold and was saturated over an area immediately above the bathroom and

common plumbing w a l l w i t h the kitchen ( F i g . 1 ) .

No

w e t n e s s

o.r

d i s c o l o r a t i o n w a s evident in other areas of t h e attic- During c h i s visit the bathroom fan

*

A t l a n t i c Regional S t a t i o n , D i v i s i o n af B u i l d i n g Research, National Research Council Canada, Halifax, Nova S c o t i a .

(4)

Figure 1. Saturated roof sheathing

g r i l l was removed, exposing gaps of up to 12.5 mm

(%

in.) between t h e f a n

housing and adjacent drywall. Similar g a p s w e r e found between the head

l i n e r

of the cabinet above the kitchen szove and t h e range hood fan duct, As air

leakage appeared to be the main moisture c o n t r i b u t o r , these gaps w e r e

caulked. A hygrothemograph w a s installed to record indoor temperature

and h m i d i t y

-

Weekly v i s i t s w e r e made t o i n s t a l l n e w charts and to monitor the

c o n d i t i s n of the roof sheathing. One week after caulking around t h e exhaust f a n housing, the roof sheathing was found to be e s s e n t i a l l y dry above

the bathroom, with some reductian in moisture above the cornon plumbing

0 w a l l . Tcqeratures throughout t h e study period were maintained at 18 C

(65'~) and t h e relative humidity varied between 50 and 6 4 p e r c e n t . The high humidity readings can be a t t r i b u t e d to the clothes dryer (unvented u n t i l

l a t e in t h e study) and low ventilation rates combined with a reasonably

tight house.

By the second week, t h e w e t roof sheathing condition still p e r s i s t e d

above the plumbing wall and a more d e t a i l e d examination of air leakage

sources was undertaken. The kitchen range hood and cabinet were removed,

exposing a substantial gap between the drop ceiling and range hood d u c t ( F i g . 2 ) . When the duct w a s removed, a d d i t i o n a l lacatfans f o r a i r leakage

were discovered at t h e plumbing stack and through several holes drilled in the t o p p l a t e (Fig. 3). These holes to the attic were interconnected

w i t h an uncovered plumbing access hatch located behznd a false f r o n t o n the

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Figure '3.. Air leakage past plumbing and electrical services

Figure 4. Uncovered plumbtng access

allows moisture to enter

(6)

A f u r t h e r check

in

the attic revealed untaped ductwork and free water t r a p p e d below the polyethylene vspour

barrier

( F i g .

5).

Figure 5. Ductwark in a t t i c untaped

Several clear air leakage paths had now been confirmed for moisture- laden a i r from the kitchen area i n t o t h e

a t t i c

(Fig. 4). After entering

the attic the moist air would rise until it hit the cold sheathing, where

frost would form, init-iatlng the cycle leading t o " a t t i c rafn" during

mild

weather. The b u i l d e r sealed off the a i r leakage paths and iastalled a hatch

to the plumbing chase. The remaining wet sheathing

then

dried within a

week. The

house owner

was encouraged

to eliminate indoor clothes drying and

to increase the use o f exhaust fans in an effort to reduce relative humidities to levels of about

40

percent.

(7)

A T T I C M A I N FLOOk B A S E M E N T W I N T E R C O N D E N S A T I O N A N D F R O S T U N T A P E D DUCTWORK N O C A U L K I N G A R O U N D D U C T W O R K O V E R S I Z E D E L E C T R I C A L F E E D HOLE PLUMBING A C C E S S W I T H O U T COVER O V E R S I Z E D H O L E FOR PLUMBING S T A C K

(8)

CASE

TWO

Aluminum s i d i n g installers replacing the s i d i n g on a two storey duplex

discovered water between t h e sheathing paper and 9.5 mm (318 in.) plywood sheathing. The plywood showed water s t a i n s and preliminary signs of rot in

the stud s p a c e s immediately adjacent to the t i l e d bathtub enclosure in the

second f l o o r bathroom, with the darkest p a t t e r n immediately o p p o s i t e the

soap dish ( F i g s .

7 and

8).

Figure

7 .

Deteriorated sheathing

on bathtub w a l l

Figure 8. Same pattern on

adjacent housing *it

me

moisture content of t h e plywood was approximately 15 percent across m o s t of t h e w a l l , increasing to

30

percent in the center of the dark

patches.

me

s h e a t h i n g

was

cut away at t h e location of the soap

dish

and

f r i c t i o n fit i n s u l a t i o n removed. The polyethylene vapous barrier had been cut to i n s t a l l t h e soap

d i s h

and a substantial amount

of mildew

growth and

moisture had accumulated between the polyethylene and the gypsum drywall

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Figure 9 . Sheathing cutback behind

soap d i s h

The vapour b a r r i e r stopped at t h e rim of the bathtub, leaviug friction f i t glass fibre insulation exposed t o the area under the tub. Since the house occupants noted the soap d i s h had been loose for some time, it becomes d i f f i c u l t to assess t h e relatllve moisture contribution from direct leakage during showers, a i r leakage at the soap d i s h and d i f f u s i o n and air leakage

through t h e unprotected insulation below the bathtub. These factors did, however, combTne to overcome the natural drying potential of the w a l l in the

area immediately around the bathtub. The remainder of the sheathing in the

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These houses were constructed to currenr practice fur the day w i t h respect to insulation and vapour barriers. The plumber r o u t i n e l y roughs i n

the bathtub in advance of the application of insulation,which makes i n s u l a t i n g

below

t h e tub d i f f i c u l t and t h e installation of an air and a vaposr

barrier

i m p o s s i b l e . Consideration

should

be given to i n s t a l l i n g a barrier such as

a s i n g l e sheet

of

plywood or waferbsard b e l o w the tub

rim

before the tub is i n s t a l l e d . This practice would

reduce

moisture

buildup

with911 the

wall by

limiting a i r

f l a w

and

vapaux d i f f u s i o n i n t o

the wall

cavity.

In

addition, the movement of moisture through deteriorating ceramlc tile gmut and at fixtures such as soap d i s h e s s e t through t h e gypsum

d r y w a l l is almost i n e v i t a b l e

ff the

wall isn't ~=ar;efully m a i n t a i n e d .

Surface mounted f i x t u r e s wauld

at leasr

avoid cutting the p o l y e t h y l e n e and

gypsumboard, which would assist in maintaining air and vapour tightness ( F i g . 10). SURFACE MOUNT

F I X T U R E S

M A I N T A I N C E R A M I C

T I L E

G R O U T A P P L Y B A R R I E R

S U C H

A S PL,YWQOD OR W A F E R B O A R D B E H I N D B A T H T U B

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CASE THREE

A s i m i l a r case resulted in m o r e serious damage before the owner w a s alerted to t h e pxoblem. The ,exterior w a l l o f a second storey bathroom was

composed of aluminum s i d i n g , asphalt b u i l d i n g paper, 9.5 mrn (318

in.)

sheathing, 38 x 140 rmn (2 x 6 in-) s t u d s , RSI 3.52 (R20) insulation and a

polyethylene vapour

barrier

extending from t h e c e i l i n g to the tub

rim.

A field v i s i t

in October

revealed large areas of deteriorated plywood sheathing adjacent to the bathtub enclosure and extending down p a s t the second storey header

l i n e

in one location. The

plywood

subflooring a t the

filler end of the bathtub had deteriorated below the v i n y l

floor

covering to t h e extent that it was structurally unsound. Water s t a i n s w e r e evident on t h e c e i l i n g of the kitchen b e l o w t h e bathroom. The occupants i n d i c a t e d

that water spillage during childrens' baths and showers was common

and

chat

m o s t water would d i s a p p e a r at the open joint between the v i n y l flooring

and bathtub. Considerable damage w a s caused by

t h i s

continued wetting

( F i g . 11). At the time af inspection t h e w a l l sheathing had a l m a s t n o

structural c a p a b i l i t y and the fibreboard backerboard installed w i t h the aluminum siding w a s saturated (Fig. 12).

Figure 11. S u b f l o o r damage Figure 12. Deteriorated wall

sheathing

In t h i s example, a i r in the Eloorlceiling cavity picked up moisture

spilled i n t o t h e cavity. T h i s moist a i r was able to migrate up through the subfloor, where a l a r g e hole w a s cut for the trap on the bathtub and out

into the

outer

wall across the full length o f the bathtub.

Damage to the exterior w a l l

and

f l o o r c o u l d have been reduced or

e l i m i n a t e d by controlling water s p i l l a g e , Although most houses up until

r e c e n t l y have been constructed without an air or a vapour barrier b e l o w

the bathtub rim, this problem w o u l d have been greatly reduced if both had

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CASE FOUR

A two-storey duplex l o c a t e d in

the

St. John's, Newfoundland, area w a s

investigazed in March. The exterior

wall system consisted

of gypsum drywall,

polyethylene, paper clad

E I

2.1 ( R f 2 ) b a t t s between 38 x 89 mm (2 x 4 in.) studs 400 mm (16 in.) on center and an exterior f i n i s h of 9 . 5 mm (318 in.)

plywood with vertical and

horizontal

battens. Little is known of the inside

temperature and moisture conditions maintained in this u n i t .

The plywood cladding on the SE comer w a s removed, revealing a w e t

stain b n

the panel

s t a r t i n g at t h e h e i g h t of an electrical box and extending down to t h e p l a t e (Figs.

13 and

14).

Figure

13.

Wet sheathing caused

by a i r leakage at

electrical box

Figure 14. Insulation details

adjacent to e l e c t r i c a l b ox

Moisture-laden air had apparently leaked o u t p a s t h o l e s around and

through

the electrical boxes and condensed on the back of the siding.

Water

forming

at t h i s location ran down in a fan-shaped pattern to saturate

t h e

sill plate and header. The moisture content of the sheathing and studs

varied considerably in relation to the proximity of the electrical outlet ( F i g . 15)

.

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PLYWOOD CLADDING

Figure 15.

FRAMING ON SE CORNER

VALUES

WITH

ARROWS WERE

TAKEN

75

mm (3 in.) FROM

OUTSIDE FACE

Percent moisture c o n t e n t in

w a l l

components

Substantial rot w a s found in the

sill p l a t e s

and h e a d e r s behind t h e

lower r i g h t and upper l e f t hand corners af the panel. Both locations are below an electrical outlet ( s u b j e c t

to

air leakage) and an unflashed

horizontal j o i n t

in the c l a d d i n g ( s u b j e c t

to rain leakage). The glass

f i b r e i n s u l a t i o n w a s dry, except where it was wadded

in

around t h e

electrical

box.

CONCLUSIONS

Hoisture damage in the houses studied w a s l o c a l i z e d and appeared to

result from one of three factors:

1. Information

on

working drawlngs for many houses is inadequate to convey critical details regarding air and vapour c o n t r o l . In general,

residential warking drawings contain only dimensions and material

napes, leaving much of the detailing to standard trade procedures. T h i s p r a c t i c e , while economical in expediting a b u i l d i n g p r a j e c t , has

(14)

been shown to produce long term problems.

mre

d e t a i l should be

conveyed to

the

a p p r o p r i a t e trades.

2.

The q u a l i t y of workmanship determines whether a construction detail is f i n a l l y s u i t a b l e for its intended use. Withnut adequare

and rtmely

i n s p e c t i o n , t h e construction process soon conceals the evidence, making

future discovery and correction d i f f i c u l t and costly. A small amount

of

additional care on the part of the trades, encouraged by adequate supervision, will lead t o a salu~ion that is more economical and satisfactory ~o the Contractor and b u i l d i n g owner,

3. B u i l d i n g s m s t

be

maintained to remain serviceable. Homeowners could b e n e f i t from reading and following manuals d i s t r i b u t e d by many home

warranty p l a n s .

To

avoid the type of problems d e s c r i b e d in thds

Note, the b u i l d i n g owner should identify and a t t e n d to minor

maintenance problems before s e r i o u s deterioration begins.

The

aurhor wishes to thank Mr. D . C . Tibbetts for information on the Newfoundland case study.

Figure

Figure  1.  Saturated roof sheathing
Figure  '3..  Air  leakage  past  plumbing  and  electrical  services
Figure  5.  Ductwark  in  a t t i c   untaped
Figure  6 .   Air  leakage  paths
+6

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