Guide Booklet FLOORING

8/6/2019 Guide Booklet FLOORING

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STANDARD

FLOORING DETAILSguide


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FlorLine ooring system1/4" wide

1/4" deep

Sawcut terminationExisting concrete substrate

TypIcAL LEADING EDGE TERmINATION DETAIL

FOR mORTAR FLOORING SySTEmSN.T.S.

FlorLine ooring systemMin. 3"

1/2" deep sawcut

Sawcut terminationExisting concrete substrate

Chip concrete back

rom 1/4" depth over

3" or transition Exist. concrete oor

or other fnish

TypIcAL LEADING EDGE TERmINATION

DETAIL FOR SELF LEvELING AND LAmINATE

FLOORING SySTEmSN.T.S.


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TypIcAL TERmINATION DETAIL FOR mORTAR

AT NOSE ANGLE IRON AT LOADING DOck OR

buILDING jOINT (FoR heAvy TRAFFic uSeS)N.T.S.

Embedded nosingangle iron

Min. 6"

FlorLine ooring systems1/2"sawcut

Existing concrete substrate

Chip concrete back

rom 1/4" depth over6" or transition

TypIcAL TERmINATION DETAIL FOR mORTAR

& LAmINATE AT cIRcuLAR FLOOR DRAINN.T.S.

Note: Chip concrete back rom deep at embedded drain

up to prepared surace over minimum o 3 to orm transition

FlorLine ooring system

1/2" deep

Cast-in-place

circular oor drain

Chip concrete back rom 1/2"

depth over 3" or transition

Min. 3"

1/2" deep sawcut

(laminate ooring*)

Existing concrete substrateThis same detail should be used or terminations o ooring

systems at steel plate embedded in concrete slabs.

*This same detail should be used or sel leveling and laminate

ooring systems except with sawcut to be 1/4" deep.


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TypIcAL LAmINATE AND mORTAR FLOORING

DETAIL TREATmENT FOR bRIDGING muLTIpLE

hAIRLINE cRAckSN.T.S.

TypIcAL LAmINATE & mORTAR FLOORING DETAIL

TREATmENT FOR bRIDGE muLTIpLE hAIRLINE

cRAckSN.T.S.

Abrade or shotblast deeper (20-40 mils) 2 each side o isolated cracks,

prime and apply exible underlayment in this area and install ooring

system over this area.


2"

Fiberglass cloth reinorced

2"

FlorLine ooring systemFlexible underlayment

30-40 mils

Cracks Existing conrete substrate

Abrade or shotblast deeper (20-40 mils) 2" each side o isolated cracks,

prime and apply exible underlayment in this area and install ooring

system over area.

For ooring with isolated cracks where no evidence o crack move-

ment o settlement in oor occurs on either side o crack and where

oor not exposed to drastic thermal change.

Use 30-40 mils as exible underlayment to bridge hairline cracks in

oors where no evidence o settlement and where oor not exposed to

drastic thermal change.

Existing conrete substrate


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TypIcAL LAmINATE AND mORTAR DETAIL

TREATmENT FOR mOvING cRAckSN.T.S.


1/8" deep sawcut

Chip concrete back rom 1/2"

depth over 3" total or transition

1 1/2"

1/2" deep

sawcut

1 1/2"

Treat cracks that are 1/16 wide or wider and cracks that show evidence

o movement (open) or dierential movement with this detail.



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TypIcAL SEcTION EXISTING SAWcuT cONTROL

jOINT N.T.S.

Sawcut control joint

1/3" depth o slab

or 1 1/2" minimum


FlorLine mortar ooring system

Flexible joint sealant

mark joint location or

re-sawcutting

1/2" deep sawcut


For light vehicular trafc applications install oor over control joint,

allow to cure, then sawcut and fll with exible joint sealant.

A

ALTERNATE mEThODS OF TREATmENT

A, b OR c TypIcAL DETAIL TREATmENT FOR

cONTROL jOINTS N.T.S.


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b Flexible joint sealant

1/2" deep sawcut

FlorLine nosing material


Min. 1/2"

1/4" sawcut


c

For very light vehicular trafc applications or heavy oot trafc only, abrade or shotblast deeper on each side o joint (30-40 mils

deeper), install @ 30-40 mils and install ooring system. Tape reinorcing can be used as an option to increase tensile strength o

the oor system over the joint.


A, b OR c TypIcAL DETAIL TREATmENT FOR

cONTROL jOINTSN.T.S.

For heavy vehicular trafc conditions, build nose detail by chipping concrete out to 1/2" depth at joint back 1 1/2" min. to 1/4"

deep sawcut on both sides o joint, install nosing material, install ooring system, resawcut joint 1/8" wide to 1/2" depth and fll

sawcut with exible joint sealant.


1/4" deep sawcut

Filler as required

4" min.



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(cONTROL jOINT) A AND b TypIcAL DETAIL FOR

SELF LEvELING AND LAmINATED SySTEmSN.T.S.

b

For very light vehicular trafc applications or heavy oot trafc only, abrade or shotblast deeper on each

side o joint (30-40 mils deeper), install @ 30-40 mils and install ooring system. Tape reinorcing can be

used as an option to increase tensile strength o the oor system over the joint.


1/4" deep sawcut

Series 207

4" min.


Flexible joint sealant


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Rebar Joint


TypIcAL EXISTING cONSTRucTION jOINTSN.T.S.

Joint


Alternate methods or treatment o construction joints should be the

same as control joints. Use methods A or B or consult with FlorLine

technical service or urther technical advice.


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TypIcAL DETAIL TREATmENT FOR

mORTAR AT cONSTRucTION jOINTSN.T.S.


1/4" deep sawcut

Chip concrete back

rom 1/2" depth over3" total or transition

1 1/2" each side

1/2" deep sawcut

1 1/2"

1/8" deep sawcutto keep chase strait

RebarExisting

concrete

substrate

This same detail should be installed at isolation except where occur

between oor slabs and walls, curbs, equipment bases etc.

CL


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Backer rod and

exible joint sealant


Concrete or

CMU wall, etc.

Existing isolation joint material

TypIcAL ISOLATION jOINT TREATmENT FOR

LAmINATE AND mORTAR AT WALL/FLOOR

juNcTION WhERE NO cOvE bASE REquIREDN.T.S.


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Install joint board material


Concrete or

CMU wall, etc.


Install cant or cove*

rolled radius cove base

*Once cove base cured, cut jointboard o 1 below top o cove

base and install backer rod and

exible joint sealant.


Backer rod and

exible joint sealant


Concrete or

CMU wall, etc.


Joint board

Rolled radius cove base

TypIcAL ISOLATION jOINT TREATmENT FOR

LAmINATE AND mORTAR AT WALL/FLOOR

juNcTION WhERE cOvE bASE REquIREDN.T.S.


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Guide Booklet FLOORING

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