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The Advantage ICF System

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Technical ManualThe Advantage ICF System®

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Category D0

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posure D ....

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S = 0.50 ......

0, SDS = 0.67

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2

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.......... 21

.......... 22

.......... 23

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.......... 26

.......... 27

.......... 28

.......... 29

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7 ......... 33

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p, it is assu

idth require

the portion

average le

eering is req

in 4 ft of co

ake up mor

with minim

8

ble 2.

= 60 ksi

gth (in)

30

38

45

23

28

34

9

11

13

12

15

18

ed above:

floors, roofs

1554 Grade

med that

e additiona

of the wal

ength of the

quired.

orners. The

re than 70%

mum two #4

s

e

l

l

e

e

%

4

Last RevReplace

For Tec

For inte

than

Angle I

It is 24”

Anc

Min

Fac

Advant

Adv

Max

A lo

Fac

Lintels

The foll

#4 a

Con

Sup

An e

Lint

Lint


chnical Ma

For load-be

lintel reinfo

above andrrupted by

n 24” from e

Iron Brick l

assumed ton center f

chor bolt min

imum anch

ctored Desig

tage Brick

vantage bric

ximum 20 ft

ocal enginee

ctored Desig

owing with

and larger b

ncrete comp

pport a unifo

engineer is

tel tables on

tels are late

uary 8, 2018

anual quest

earing walls

rcement tab

d below grawall openin

each side of

ledges

o be 3 ½” bor a brick v

nimum leng

or bolt cut-o

gn Load = 1

Ledge Blo

ck ledge req

t continuous

er should be

gn Load = 1

regard to th

bottom reinf

pressive str

ormly distrib

to review p

nly apply to

rally suppo

tions call T

s, lintels sh

bles for add

ade walls, vngs shall be

f the openin

by 3 ½” by ¼eneer of ma

gth needs to

outs to be 4

1.8 k/ft whe

cks

quires #4 st

s height of b

e retained w

1.8 k/ft whe

he design o

forcement s

ength 2,500

buted load i

point loads f

foundation

rted at top b

TOLL-FREE

hall be prov

ditional infor

vertical reine equally pl

ng.

¼” angle iroaximum 20

o extend to

4” wide and

en used as

irrups at 8”

brick venee

when loads

en used as

of lintel reinf

steel and #3

0 psi.

ncluding liv

from beams

walls with o

by connecti

E 1-888-446

vided over a

rmation.

forcement laced on ea

on anchoredft high.

center line

8” high.

support for

on center.

r.

or spans ex

support for

forcement is

3 stirrups ha

ve and dead

s, girder trus

openings no

on to the flo

6-5377

all openings

required byach side of

d with ½” di

of wall.

floor slab s

xceed what

floor slab s

s assumed:

ave yield str

d loads.

sses or othe

ot more tha

oor or roof s

s wider tha

y Tables 6, the openin

ameter anc

support.

is used in t

support.

rength of 60

er sources.

n 4 ft in wid

system.

9

an 3 ft. See

7, 10 & 11ng not more

chor bolts at

the manual

0 ksi.

dth.

e

1 e

t

.

Last RevReplace

For Tec

DESIGThe pu

rebar r

dimens


chnical Ma

GN TABLErpose of th

reinforceme

ions in the t

uary 8, 2018

anual quest

ES he design ta

ent requirem

tables have

tions call T

ables conta

ments base

e been roun

TOLL-FREE

ained in this

ed on the

ded for pra

E 1-888-446

s document

design loa

ctical purpo

6-5377

t is to enab

ads stated.

oses.

ble users to

Please no

10

o determine

ote that al

e

l

Last RevReplace

For Tec

Table 3

2 x 1

2 x 1

Ti

Ti

Notes:

Table 4

Soil Group

I

II

Note: Re


chnical Ma

3 – LedgerMateria

2 (SPF No.2

2 (SPF No.2

imber Strand

1 3/4" x 11

imber Strand

1 3/4" x 11

1. All ancho

2. Anchor

4 – Soil Cla

Unified SoClassificati

Symbol

GW

GP

SW

SP

GM

SM

GC

SC

ML

CL

efer to IRC T

uary 8, 2018

anual quest

r Size and al

2 or better)

2 or better)

d 1.55E

¼“

d 1.55E

¼“

or bolts are A

bolts are sta

assification

Type

oil ion Soil D

Well-gragravel-slittle or nPoorly ggravels,mixturesfines Well-gragravelly or no finPoorly ggravelly or no finSilty gragravel-smixturesSilty sanmixturesClayey ggravel-smixturesClayey ssand-claInorganvery fineflour, siltfine sansilts withplasticityInorganto mediugravelly clays, siclays

Tables R401.

tions call T

Bolt SpaciClea

1

3

1

3

ASTM A307

aggered bet

ns

es of Soils a

Description

aded gravels, sand mixtures, no fines graded gravel-sand s, little or no

aded sands, sands, little

nes graded sands,

sands, little nes avels, sand-silt s nd, sand-silt s gravels, sand-clay s sand, ay mixtures ic silts and e sands, rock ty or clayey ds or clayey

h slight y ic clays of low um plasticity, clays, sandy

ilty clays, lean

4.1 and R40

TOLL-FREE

ng for Flooar Span

16 ft

32 ft

16 ft

32 ft

grade A or A

ween the to

and Enginee

DrainagCharacter

Good

Good

Good

Good

Good

Good

Mediu

Mediu

Mediu

Mediu

05.1 and PCA

E 1-888-446

ors and De

T

T

ASTM F1554

op and botto

ering Charac

ge istics

FroSus

d

d

d

d

d M

d M

m M

m M

m

m M

A 100 for add

6-5377

ecks Bolt S

½”ø x 6”

Two rows ½”ø

½”ø x 6”

Two rows ½”ø

grade 36.

m 1/3 of led

cteristics

ost Heave sceptibility

Low

Low

Low

Low

Medium

Medium

Medium

Medium

High

Medium

ditional inform

Spacing

” @ 10” o/c

ø x 6” @ 10”

” @ 12” o/c

ø x 6” @ 12”

ger width.

Bearing Capacity

psf

3000

3000

2000

2000

2000

2000

2000

2000

1500

1500

mation.

11

o/c

o/c

Lateral SoiLoad pcf

30

30

30

30

45

45

45

60

60

60

l

Last RevReplace

For Tec

REINFAssum

are as f

1. Maxi

2. Spec

3. Spec

4. All ab

5. Add o

Seismi

1. For

abo

16”

2. For

abo

18”

grad

stre


chnical Ma

FORCINGmptions use

follows:

mum floor s

cified compr

cified yield s

bove grade

one vertical

c design re

multiple dw

ove grade w

on center o

buildings a

ove grade w

on center o

de wall ve

ength of con

uary 8, 2018

anual quest

G STEEL Ted for deve

span: 32 ft;

ressive stre

strength of r

walls are a

l rebar #5 a

equiremen

wellings ass

walls shall be

or #5 @ 24”

ssigned to s

walls shall be

or #4 @ 12

rtical reinfo

ncrete shall

tions call T

TABLES Felopment o

maximum r

ength of con

reinforceme

assumed to

at each corn

ts for build

signed to s

e reinforced

” on center.

seismic des

e reinforced

2” on center

orcement o

be 3,000 ps

TOLL-FREE

FOR 6” Af reinforcin

roof span: 4

ncrete, f’c at

ent, fy is 60

be on top o

ner.

dings with

eismic desi

d horizontall

sign catego

d horizontall

r; vertical re

or by tensio

si.

E 1-888-446

ADVANTAng tables fo

40 ft.

28 days is

ksi.

of ICF found

above grad

ign categor

y and vertic

ry D0, D1 an

y and vertic

einforcemen

on splice;

6-5377

GE ICF Sor above a

2,500 psi.

dation walls

de concret

ry C, both B

cally with Gr

nd D2, both

cally with Gr

nt shall be c

minimum s

SYSTEM nd below g

.

e walls:

Below grade

rade 40 ksi

Below grad

rade 60 ksi

continuous

specified co

12

grade walls

e walls and

rebar #4 @

de walls and

rebar #5 @

with above

ompressive

s

d

@

d

@

e

e

Last RevReplace

For Tec

Table 5

Notes:

5. Use on

1. Add 6"

2. When r

no more t

3. when s

that requ

4. Use on

8

9

10

12

Wall

Height

ft


chnical Ma

5 – 6” Belo

4

5

6

7

8

4

5

6

7

8

9

4

5

6

7

8

9

10

4

5

6

7

8

9

10

11

12

e #4 at top and

to backfill heig

reinforcing bars

than two thirds

supporting abov

ired in table ab

e #4 at top and

indicates engin

Backfill

Height

ft

uary 8, 2018

anual quest

ow Grade L

30 pcf

#4@48

#4@48

#4@24

#4@24

#4@18

#4@48

#4@48

#4@24

#4@24

#4@16

#4@12

#4@48

#4@48

#4@24

#4@18

#4@16

#4@12

#4@10

#4@24

#4@24

#4@24

#4@18

#4@16

#4@12

#4@8

#4@6

#5@8

one #4 at third

ght for walls wi

s with a minim

s of the spacing

ve grade ICF wa

bove, or that in

one #4 at botto

neering input is

Verti

Lateral

tions call T

Laterally Re

45 pc

#4@4

#4@2

#4@2

#4@1

#4@1

#4@4

#4@2

#4@2

#4@1

#4@1

#4@8

#4@4

#4@2

#4@1

#4@1

#4@1

#4@8

#5@8

#4@2

#4@2

#4@1

#4@1

#4@1

#4@6

#5@8

#5@6

d point of wall h

th passenger ca

um yield streng

g shown in the t

alls, horizotal a

table 7 for the

om.

s required.

ical Reinforcem

Soil Load Per ft

TOLL-FREE

estrained W

cf

48

24

24

18

12

48

24

24

16

12

8

48

24

18

16

12

8

8

24

24

18

16

10

6

8

6

height.

ar surcharge.

gth of 40 ksi are

table.

and verical wall

above grade w

ment Spacing, in

t of Backfill Hei

E 1-888-446

Walls

60 pcf

#4@48

#4@24

#4@18

#4@12

#4@10

#4@48

#4@24

#4@16

#4@10

#4@8

#5@8

#4@48

#4@24

#4@16

#4@10

#4@8

#5@8

#6@6

#4@24

#4@24

#4@16

#4@10

#4@6

#5@6

#6@6

#6@6

e used, spacing

reinforcemen

wall.

n

ight

6-5377

Horizont

Reinforcem

Spacing,

Note 4

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

Note 5

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

Note 5

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

#4 @ 16 1/

g shall be reduc

t shall be great

All Soil Typ

al

ment

in

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

ced to

ter of

pes

13

Last RevReplace

For Tec

Table 6

B

170 1

1

150 1

Basic Wi

(m

Exposure

110 1

Notes:

1. Table i

assuming

2. When

reduced t

3. Use mi

1

130


chnical Ma

6 – 6” Abov

C D

150

De

W

Pre

110 100

130 120

ind Speed

mph)

e Category

100 90

s based on ASC

g a mean roof h

reinforcing ba

to no more tha

nimum four #4

140

170 160

170

uary 8, 2018

anual quest

ve Grade W

8

10

12

8

10

12

8

10

12

8

10

12

8

10

12

8

10

12

103

117

esign

Wind

essure

psf

35

43

57

80

CE 7 componen

eight of 35 ft.

rs with a mini

n two thirds of

4 horizontal bar

Wall

Height

per stor

ft (m)

tions call T

Walls

On Top

#4@48

#4@48

#4@48

#4@48

#4@48

#4@24

#4@48

#4@24

#4@18

#4@24

#4@18

#4@12

#4@24

#4@12

#4@8

#4@18

#4@12

#4@6

nts and claddin

mum yield stre

the spacing sh

s at top and bo

t

ry

Vertical Rei

Floor

TOLL-FREE

At sid

#4@4

#4@4

#4@

#4@4

#4@

#4@

#4@4

#4@

#4@

#4@

#4@

#4@

#4@

#4@

#4@

#4@

#4@

#4@

ng wind pressu

ength of 40 ks

own in the tab

ttom, one third

inforcement Sp

in (mm)

r Loads Applied

E 1-888-446

de

48 N

48 N

24 #4

48 N

24 #4

18 #4

48 N

24 #4

12 #4

24 #4

18 #4

10 #4

18 #4

12 #4

@8 #4

18 #4

12 #4

@6 #4

res for an encl

i are used, spa

le.

d and two third

pacing

d

H

Rein

Spaci

6-5377

Note #3

Note #3

@ 16 1/2"

Note #3

@ 16 1/2"

@ 16 1/2"

Note #3

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

losed building

acing shall be

points.

orizontal

nforcement

ing, in (mm)

14

Last RevReplace

For Tec

Notes:


chnical Ma

1. Reinforc

2. See Tab

uary 8, 2018

anual quest

Figure

cement shal

ble 8a for sti

tions call T

e 2 – Typica

ll be placed

rrup spacing

TOLL-FREE

al Lintel Re

in the middl

g (S) for eac

E 1-888-446

einforceme

le third of th

ch lintel dept

6-5377

ent Layout

e lintel secti

th.

ion.

15

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

estiBo S

4 5 7 9 11 13 15 17

1. Stirrups ar

8c.

2. The factor

3. Lintel rein

Tables 8a, 8b

ind

ind io

ns

call

TO

LL

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

16

re fabricated from #

red uniform

ly distri

nforcing is located a

b and 8c are based o

400

dicates engineering

dicates stirrups are L-F

RE

E 1

-888

-4

Tab

le 7

a –

8

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

16

1‐#7

16

#3 bars with spacing

ibuted load

include

at bottom of lintel a

on the following as

800

g input is required.

not required.

F 446-

5377

8 ¼

” D

eep

Lin

Bottom

Steel

End

Distanc e

in

1‐#5

1‐#5

16

1‐#6

16

g (S) at 4" on cente

es live

and dead

loa

and projects minim

ssumptions:

1200

Factored Uniform

ly

15

nte

ls R

einf

orce

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

16

1‐#7

24

r (o/c) for Table 8a,

ads, not including li

mum 24" into lintel s

1600

Distributed Load

‐ em

ent

ce Bottom

Steel

End

Distan

in

1‐#5

16

1‐#5

16

, 8" o/c for Tables 8

ntel self‐w

eight.

support on each sid

2000

plf

d nce Bottom

Steel

En

Dista in

1‐#5

16

1‐#6

16

8b and 12" o/c for Ta

de.

2400

nd

ance

n 6 6 able

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

esti Bo S

4 5 7 9 11 13 15 17

Opening

Width

ft (m)

ind

ind

Note: If linte io

ns

call

TO

LL

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

24

400

dicates engineering

dicates stirrups are

els are less than

16 L

-FR

EE

1-8

88-4

Tabl

e 7b

– 1

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

F

800


not required.

1/2" deep, see Tab

446-

5377

16

½”

Dee

p Li

n

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

Factored Uniform

ly

ble 8a.

1200

16

nte

ls R

einf

orce

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

1‐#5

1‐#5

24

1‐#7

24

1‐#8

24

Distributed Load

‐

1600

em

ent

ce Bottom

Steel

End

Distan

in

1‐#5

1‐#5

1‐#5

24

1‐#6

24

1‐#7

24

plf

2000

d nce Bottom

Steel

En

Dista in

1‐#5

1‐#5

1‐#5

24

1‐#7

24

1‐#8

24

2400

nd

ance

n 4 4 4

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

estiBo S

4 5 7 9 11 13 15 17

ind

ind

Note: If linte

Opening

Width

ft (m)

ion

s ca

ll T

OL

L

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

dicates engineering

dicates stirrups are

els are less than

24

400

L-F

RE

E 1

-888

-4

Tab

le 7

c –

2

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#6


not required.

3/4” deep, see Tab

F

800

446-

5377

24 ¾

” D

eep

Lin

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#6

1‐#7

24

ble 8a or 8b.

Factored Uniform

ly

1200

17

nte

ls R

einf

orce

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#6

1‐#7

24

1‐#8

24

Distributed Load

‐

1600

em

ent

ce Bottom

Steel

End

Distan

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

plf

2000

d nce Bottom

Steel

En

Dista in

1‐#5

1‐#5

1‐#5

1‐#6

24

1‐#6

24

1‐#7

24

2400

nd

ance

n 4 4 4

Last RevReplace

For Tec

REINFAssum

walls a

1. Maxi

2. Spec

3. Spec

4. All ab

5. Add o

Seismi

1. For

abo

#5 @

2. For

and

reba

con

spe


chnical Ma

FORCINGmptions use

are as follow

mum floor s

cified compr

cified yield s

bove grade

one vertical

c design re

multiple dw

ove grade w

@ 24” on ce

buildings a

d above gra

ar #5 @ 1

tinuous wit

cified comp

uary 8, 2018

anual quest

G STEEL Ted for deve

ws:

span: 32 ft;

ressive stre

strength of r

walls are a

l rebar #5 a

equiremen

wellings ass

walls shall b

enter or #4

assigned to

ade walls sh

18” on cen

h above gr

pressive stre

tions call T

TABLES Felopment o

maximum r

ength of con

reinforceme

assumed to

at each corn

ts for build

igned to se

be reinforce

@ 16” on c

seismic des

hall be rein

nter or #4

rade wall ve

ength of con

TOLL-FREE

FOR 8” Aof reinforc

roof span: 4

ncrete, f’c at

ent, fy is 60

be on top o

ner.

dings with

ismic desig

d horizonta

center.

sign catego

nforced hori

@ 12” on

ertical reinf

ncrete shall

E 1-888-446

ADVANTAing tables

40 ft.

28 days is

ksi.

of ICF found

above grad

n category

ally and vert

ory D0, D1 a

zontally an

center; ve

forcement o

l be 3,000 p

6-5377

GE ICF Sfor above

2,500 psi.

dation walls

de concret

C, both Bel

tically with

nd D2, both

d vertically

ertical reinf

or by tensio

psi.

SYSTEM and below

.

e walls:

ow grade w

Grade 40 k

h Below grad

with Grade

forcement s

on splice; m

18

w grade

walls and

ksi rebar

de walls

e 60 ksi

shall be

minimum

Last RevReplace

For Tec

Table 9

5. Use on

Wall

Height

ft

2. When r

no more t

3. when s

that requ

4. Use on

8

9

10

12

Notes:

1. Add 6"


chnical Ma

9 – 8” Belo

4

5

6

7

8

4

5

6

7

8

9

4

5

6

7

8

9

10

4

5

6

7

8

9

10

11

12

e #4 at top and

Backfill

Height

ft

reinforcing bars

than two thirds

supporting abov

ired in table ab

e #4 at top and

to backfill heig

uary 8, 2018

anual quest

ow Grade L

30 pcf

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#5@32

#5@32

#4@48

#4@48

#4@48

#4@48

#5@32

#5@32

#5@32

#4@48

#4@48

#4@48

#4@48

#5@32

#5@32

#5@24

#5@18

#5@16

one #4 at third

Verti

Lateral

s with a minim

s of the spacing

ve grade ICF wa

bove, or that in

one #4 at botto

ght for walls wi

tions call T

Laterally Re

45 pc

#4@4

#4@4

#4@4

#5@3

#5@3

#4@4

#4@4

#4@4

#5@3

#5@3

#5@2

#4@4

#4@4

#4@4

#5@3

#5@3

#5@2

#5@1

#4@4

#4@4

#4@4

#5@3

#5@2

#5@1

#5@1

#5@1

#5@1

d point of wall h

cal Reinforcem

Soil Load Per ft

um yield streng

g shown in the t

alls, horizotal a

table 11 for th

om.

th passenger ca

TOLL-FREE

estrained W

cf

48

48

48

32

32

48

48

48

32

32

24

48

48

48

32

32

24

8

48

48

48

32

24

8

16

12

10

height.

ment Spacing, in

t of Backfill Hei

gth of 40 ksi are

table.

and verical wall

e above grade

ar surcharge.

E 1-888-446

Walls

60 pcf

#4@48

#4@48

#5@32

#5@32

#5@32

#4@48

#4@48

#5@32

#5@32

#5@24

#5@18

#4@48

#4@48

#5@32

#5@32

#5@24

#5@18

#5@12

#4@48

#4@48

#5@32

#5@24

#5@18

#5@12

#5@12

#5@10

#5@8

n

ight

e used, spacing

reinforcemen

wall.

6-5377

Horizont

Reinforcem

Spacing, in (

Note 4

Note 4

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

Note 5

Note 5

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

Note 5

Note 5

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

Note 5

Note 5

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

#5 @ 16 1/

All Soil Typ

g shall be reduc

t shall be great

al

ment

(mm)

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

/2"

pes

ced to

ter of

19

Last RevReplace

For Tec

Table 1

B

Basic Wi

(m

Exposure

110 1

130 1

150 1

170 1

Notes:

1. Table i

assuming

2. When

reduced t

3. Use mi

1


chnical Ma

10 – 8” Abo

C D

ind Speed

mph)

e Category

De

W

Pre

100 90

110 100

130 120

150 140

s based on ASC

g a mean roof h

reinforcing ba

to no more tha

nimum four #4

170 160

170

uary 8, 2018

anual quest

ove Grade

8

10

12

8

10

12

8

10

12

8

10

12

8

10

12

8

10

12

35

43

57

80

103

Wall

Height

per stor

ft

esign

Wind

essure

psf

CE 7 componen

eight of 35 ft.

rs with a mini

n two thirds of

4 horizontal bar

117

tions call T

Walls

On Top

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#4@48

#5@24

#4@48

#5@24

#5@18

#4@48

#5@24

#5@18

t

ry

Vertical Rei

Floor

nts and claddin

mum yield stre

the spacing sh

s at top and bo

TOLL-FREE

At sid

#4@4

#4@4

#4@4

#4@4

#4@4

#4@4

#4@4

#4@4

#4@4

#4@4

#5@

#5@

#4@4

#5@

#5@1

#5@

#5@

#5@1

inforcement Sp

in

r Loads Applied

ng wind pressu

ength of 40 ks

own in the tab

ttom, one third

E 1-888-446

de

48 N

48 N

48 N

48 N

48 N

48 N

48 N

48 N

48 N

48 N

24 #5

24 #5

48 N

24 #5

18 #5

24 #5

24 #5

18 #5

pacing H

Rein

Spd

res for an encl

i are used, spa

le.

d and two third

6-5377

Note #3

Note #3

Note #3

Note #3

Note #3

Note #3

Note #3

Note #3

Note #3

Note #3

@ 16 1/2"

@ 16 1/2"

Note #3

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

@ 16 1/2"

orizontal

nforcement

pacing, in

losed building

acing shall be

points.

20

Last RevReplace

For Tec

Notes:


chnical Ma

1. Reinforc

2. See Tab

uary 8, 2018

anual quest

Figure 3

cement shal

ble 12a for s

tions call T

3 – Typical

ll be placed

stirrup spacin

TOLL-FREE

Lintel Rei

in the middl

ng (S) for ea

E 1-888-446

nforcemen

le third of th

ach lintel de

6-5377

nt Layout

e lintel secti

pth.

ion.

21

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

estiBo S

4 5 7 9 11 13 15 17

Opening

Width

ft

Tables 12a, 1

1. Stirrups ar

Table 12c.

2. The factor

3. Lintel rein

ind

ind io

ns

call

TO

LL

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

16

400

12b and 12c are bas

re fabricated from #

red uniform

ly distri

nforcing is located a

dicates engineering


RE

E 1

-888

-4

Tab

le 1

1a

–

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#6

16

1‐#8

24

F

800

ed on the following

#3 bars with spacing

ibuted load

include

at bottom of lintel a


not required.

446-

5377

8 ¼

” D

eep

Lin

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#6

16

1‐#8

24

Factored Uniform

ly

1200

g assumptions:

g (S) at 4" on cente

es live

and dead

loa

and projects minim

22

nte

ls R

einf

orce

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

16

1‐#7

24

Distributed Load

‐

1600

r (o/c) for Table 12a

ads, not including li

mum 24" into lintel se

men

t

ce Bottom

Steel

End

Distan

in

1‐#5

16

1‐#5

16

1‐#8

24

plf

2000

a, 8" o/c for Tables

ntel self‐w

eight.

support on each sidd nce Bottom

Steel

En

Dista in

1‐#5

16

1‐#6

24

2400

12b and 12" o/c for

de.

nd

ance

n 6 4 r

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

estiBo S

4 5 7 9 11 13 15 17

Opening

Width

ft

ind

Note: If linte

ind io

ns

call

TO

LL

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#6

dicates engineering

400

els are less than

16


RE

E 1

-888

-4

Tabl

e 1

1b –

1

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

F


800

1/2" deep, see Tab

not required.

446-

5377

16

½”

Dee

p L

i

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

Factored Uniform

ly

1200

ble 12a.

23

inte

ls R

einf

orc

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

Distributed Load

‐

1600

cem

ent

ce Bottom

Steel

End

Distan

in

1‐#5

1‐#5

1‐#5

1‐#6

24

1‐#7

24

plf

2000

d nce Bottom

Steel

En

Dista in

1‐#5

1‐#5

1‐#5

1‐#7

24

1‐#8

24

2400

nd

ance

n 4 4

F Last

Rev

isio

n: F

eR

epl

aces

: N

EW

Fo

r T

ech

nic

al eb

ruar

y 8,

20

18

Man

ual

qu

estiBo S

4 5 7 9 11 13 15 17

Opening

Width

ft

ind

Note: If linte

ind io

ns

call

TO

LL

ottom

Steel

End

Distance

in

B

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

dicates engineering

400

els are less than

24


RE

E 1

-888

-4

Tab

le 1

1c

– 2

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

F


800

3/4” deep, see Tab

not required.

446-

5377

24

¾”

Dee

p Li

Bottom

Steel

End

Distance

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

1‐#7

24

Factored Uniform

ly

1200

ble 12a or 12b.

24

inte

ls R

ein

forc

e Bottom

Steel

End

Distanc

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

1‐#7

24

1‐#8

24

Distributed Load

‐

1600

cem

ent

ce Bottom

Steel

End

Distan

in

1‐#5

1‐#5

1‐#5

1‐#5

1‐#6

1‐#7

24

1‐#8

24

plf

2000

d nce Bottom

Steel

En

Dista in

1‐#5

1‐#5

1‐#5

1‐#6

24

1‐#7

24

1‐#7

24

2400

nd

ance

n 4 4 4

Last RevReplace

For Tec

MINIMAssum

1. Maxi

wall to

2. A sol

segm

the to

3. Spec

4. Spec

5. Roof

6. Maxi

7. Mean

8. 6” so

2880

streng


chnical Ma

MUM SOLmptions use

mum buildi

o gable wal

lid wall segm

ments are m

otal length o

cified compr

cified yield s

f slopes are

mum story

n roof heigh

olid walls rei

plf; 8” solid

gth of 3840

uary 8, 2018

anual quest

ID WALL ed for deve

ng width: 40

ll.

ment is a se

inimum 4 ft

of solid wall

ressive stre

strength of r

up to 12/12

height is 12

ht is 35 ft.

nforced wit

d walls reinf

plf.

tions call T

LENGTHelopment o

0 ft front wa

ection of co

t in length. M

segments w

ength of con

reinforceme

2.

2 ft per story

h 2-#5 verti

forced with

TOLL-FREE

H FOR ADf solid wal

all to back w

oncrete wall

Minimum so

within each

ncrete, f’c at

ent, fy is 60

y.

cal bars at

2-#5 vertic

E 1-888-446

DVANTAGl lengths a

wall; maxim

extending

olid wall len

gable wall

28 days is

ksi.

each end h

cal bars at e

6-5377

E ICF SYre as follow

um building

the full stor

gth required

or eave wa

2,500 psi.

ave a desig

each end ha

YSTEM ws:

g length: 80

ry height. S

d in tables

all.

gn shear str

ave a desig

25

ft gable

olid wall

below is

rength of

gn shear

Last RevReplace

For Tec

Table 1

Building

Width

ft

20

40


chnical Ma

2a – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

Building

Length

ft

40

60

80

Ro

Slo

40

60

80

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 4.0

in 12 4.0

n 12 4.0

n 12 4.0

in 12 4.4

n 12 4.0

n 12 4.0

in 12 5.8

n 12 4.0

n 12 4.0

in 12 4.7

n 12 4.0

n 12 4.0

in 12 6.8

n 12 4.0

n 12 4.5

in 12 9.0

One sto

story of

oof

ope

tions call T

Wall Length:

Eave Ga

4.0 4

4.0 4

4.0 5

4.0 4

4.0 7

4.0 8

4.0 6

4.0 9

4.0 1

4.0 4

4.0 5

4.0 7

4.0 4

4.0 7

4.0 1

4.0 6

4.0 1

4.0 1

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

4.0 4.0

4.8 4.0

5.8 4.0

4.8 4.0

7.0 4.0

8.5 4.0

6.2 4.0

9.1 4.0

11.2 4.0

4.0 4.0

5.3 4.2

7.5 5.1

4.9 4.0

7.7 4.2

11.0 5.0

6.4 4.0

10.1 4.2

14.5 5.0

Wall Thic

First story of

two‐story

E 1-888-446

d Speed 90

Gable E

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.3

4.0

4.0

4.0

4.0

4.0

5.1

4.0

4.0

6.7

ckness ‐ inch

One story o

story of two

6-5377

mph Expos

Eave Gable

4.0 4.0

4.0 4.0

4.0 4.3

4.0 4.0

4.0 5.2

4.0 6.4

4.0 4.7

4.0 6.9

4.0 8.4

4.0 4.0

4.0 4.0

4.0 5.6

4.0 4.0

4.0 5.8

4.0 8.2

4.0 4.8

4.0 7.6

4.0 10.8

or top

‐story

First

tw

8

sure D

e Eave

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

t story of

wo‐story

26

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

2b – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

40

60

80

40

60

80

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 4.0

in 12 4.0

n 12 4.0

n 12 4.0

in 12 5.4

n 12 4.0

n 12 4.5

in 12 7.2

n 12 4.0

n 12 4.0

in 12 5.8

n 12 4.0

n 12 4.2

in 12 8.4

n 12 4.0

n 12 5.6

in 12 11.1

oof

opeOne sto

story of

tions call T

Wall Length:

Eave Ga

4.0 4

4.0 5

4.0 7

4.0 5

4.0 8

4.0 1

4.0 7

4.0 1

4.0 1

4.0 4

4.0 6

4.0 9

4.0 6

4.0 9

4.0 1

4.0 7

4.0 1

4.0 1

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

4.1 4.0

5.9 4.0

7.1 4.0

5.9 4.0

8.6 4.0

10.5 4.0

7.7 4.0

11.3 4.0

13.8 4.0

4.2 4.4

6.6 5.2

9.3 6.2

6.1 4.4

9.5 5.2

13.6 6.2

7.9 4.3

12.5 5.1

17.8 6.1

Wall Thic

First story of

two‐story

E 1-888-446

d Speed 10

Gable E

4.0

4.0

4.0

4.0

4.0

4.1

4.0

4.0

5.4

4.0

4.0

4.3

4.0

4.0

6.3

4.0

4.2

8.3

ckness ‐ inch

One story o

story of two

6-5377

0 mph Expo

Eave Gable

4.0 4.0

4.0 4.4

4.0 5.4

4.0 4.4

4.0 6.4

4.0 7.9

4.0 5.8

4.0 8.5

4.0 10.4

4.0 4.0

4.0 4.9

4.0 7.0

4.0 4.6

4.0 7.1

4.0 10.2

4.0 5.9

4.0 9.4

4.0 13.4

8

or top

‐story

First

tw

osure D

e Eave

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.7

4.0

4.0

4.6

4.0

4.0

4.6

t story of

wo‐story

27

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

2c – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

40

60

80

40

60

80

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 4.0

in 12 5.3

n 12 4.0

n 12 4.9

in 12 7.8

n 12 4.0

n 12 6.4

in 12 10.3

n 12 4.0

n 12 4.2

in 12 8.3

n 12 4.0

n 12 6.1

in 12 12.2

n 12 4.0

n 12 8.0

in 12 16.0

oof

opeOne sto

story of

tions call T

Wall Length:

Eave Ga

4.0 5

4.0 8

4.0 1

4.0 8

4.0 1

4.0 1

4.0 1

4.0 1

4.0 1

4.0 6

4.0 9

5.1 1

4.0 8

4.0 1

5.0 1

4.0 1

4.0 1

5.0 2

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

5.9 4.0

8.5 4.0

10.3 4.0

8.5 4.0

12.4 4.0

15.1 4.0

11.1 4.0

16.2 4.0

19.9 4.0

6.1 6.4

9.4 7.5

13.4 9.0

8.7 6.3

13.7 7.4

19.5 8.9

11.3 6.2

18.0 7.4

25.7 8.8

Wall Thic

First story of

two‐story

E 1-888-446

d Speed 120

Gable E

4.0

4.0

4.0

4.0

4.0

5.9

4.0

4.8

7.7

4.0

4.0

6.2

4.0

4.6

9.1

4.0

6.0

12.0

ckness ‐ inch

One story o

story of two

6-5377

0 mph Expo

Eave Gable

4.0 4.4

4.0 6.3

4.0 7.7

4.0 6.4

4.0 9.3

4.0 11.3

4.0 8.3

4.0 12.2

4.0 14.9

4.0 4.6

4.0 7.1

4.0 10.0

4.0 6.6

4.0 10.3

4.0 14.7

4.0 8.5

4.0 13.5

4.0 19.3

8

or top

‐story

First

tw

osure D

e Eave

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.8

5.6

6.7

4.7

5.6

6.7

4.6

5.5

6.6

t story of

wo‐story

28

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

2d – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

indicates engin

40

60

80

40

60

80

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 4.5

in 12 7.2

n 12 4.0

n 12 6.6

in 12 10.6

n 12 5.0

n 12 8.7

in 12 14.0

n 12 4.0

n 12 5.7

in 12 11.3

n 12 4.0

n 12 8.3

in 12 16.5

n 12 5.1

n 12 10.9

in 12 21.8

neering input is

oof

opeOne sto

story of

tions call T

Wall Length:

Eave Ga

4.0 8

4.0 1

4.0 1

4.0 1

4.0 1

4.0

4.0 1

4.0

4.0

4.0 8

4.8 1

6.9 1

4.0 1

4.8 1

6.8 2

4.0 1

4.7 2

6.8 3

s required for s

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

8.0 4.4

11.5 4.8

14.0 5.3

11.6 4.3

16.8 4.7

5.2

15.1 4.3

4.7

5.2

8.3 8.7

12.9 10.2

18.2 12.2

11.9 8.5

18.7 10.1

26.6 12.1

15.4 8.4

24.5 10.0

35.0 12.0

shear reinforcin

Wall Thic

First story of

two‐story

E 1-888-446

d Speed 14

Gable E

4.0

4.0

5.4

4.0

5.0

8.0

4.0

6.5

10.5

4.0

4.3

8.5

4.0

6.2

12.4

4.0

8.2

16.3

ng.

ckness ‐ inch

One story o

story of two

6-5377

0 mph Expo

Eave Gable

4.0 6.0

4.0 8.6

4.0 10.5

4.0 8.7

4.0 12.6

4.0 15.4

4.0 11.3

4.0 16.6

4.0

4.0 6.2

4.0 9.6

5.2 13.6

4.0 8.9

4.0 14.0

5.1 19.9

4.0 11.6

4.0 18.4

5.1 26.2

8

or top

‐story

First

tw

osure D

e Eave

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

6.5

7.7

9.2

6.4

7.6

9.1

6.3

7.5

9.0

t story of

wo‐story

29

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

2e – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

indicates engin

40

60

80

40

60

80

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 5.9

in 12 9.5

n 12 5.0

n 12 8.7

in 12 13.9

n 12 6.6

n 12 11.4

in 12 18.3

n 12 4.0

n 12 7.4

in 12 14.8

n 12 5.2

n 12 10.8

in 12 21.6

n 12 6.7

n 12 14.2

in 12 28.4

neering input is

oof

opeOne sto

story of

tions call T

Wall Length:

Eave Ga

4.0 1

4.0 1

4.0 1

4.0 1

4.0

4.0

4.0

4.0

4.0

4.1 1

6.3 1

9.0 2

4.0 1

6.2 2

8.9 3

4.0 2

6.2 3

8.9

s required for s

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

10.5 5.7

15.0 6.2

18.3 6.9

15.1 5.6

6.2

6.8

5.6

6.1

6.8

10.9 11.4

16.8 13.4

23.8 16.0

15.5 11.1

24.4 13.2

34.7 15.8

20.2 11.0

32.0 13.1

15.7

shear reinforcin

Wall Thic

First story of

two‐story

E 1-888-446

d Speed 16

Gable E

4.0

4.4

7.1

4.0

6.5

10.4

4.9

8.5

13.7

4.0

5.6

11.1

4.0

8.1

16.2

5.0

10.7

21.3

ng.

ckness ‐ inch

One story o

story of two

6-5377

0 mph Expo

Eave Gable

4.0 7.9

4.0 11.3

4.0 13.7

4.0 11.3

4.0 16.5

4.0

4.0 14.8

4.0

4.0

4.0 8.2

4.7 12.6

6.7 17.8

4.0 11.6

4.7 18.3

6.7 26.1

4.0 15.1

4.6 24.0

6.6 34.3

8

or top

‐story

First

tw

osure D

e Eave

4.3

4.7

5.2

4.2

4.6

5.1

4.2

4.6

5.1

8.5

10.0

12.0

8.4

9.9

11.9

8.3

9.8

11.8

t story of

wo‐story

30

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

2f – Minimu

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

indicates engin

40

60

80

40

60

80

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid Wa

Gable

n 12 4.0

n 12 6.7

in 12 10.7

n 12 5.7

n 12 9.8

in 12 15.7

n 12 7.4

n 12 12.9

in 12

n 12 4.1

n 12 8.4

in 12 16.7

n 12 5.8

n 12 12.2

in 12 24.4

n 12 7.6

n 12 16.1

in 12 32.1

neering input is

oof

opeOne sto

story of

tions call T

all Length: B

Eave Ga

4.0 1

4.0 1

4.0

4.0 1

4.0

4.0

4.0

4.0

4.0

4.6 1

7.1 1

10.1 2

4.5 1

7.0 2

10.0 3

4.5 2

7.0 3

10.0

s required for s

6

ory or top

two‐story

TOLL-FREE

Basic Wind

able Eave

11.8 6.5

17.0 7.0

7.8

17.1 6.4

6.9

7.7

6.3

6.9

7.7

12.3 12.8

19.0 15.1

26.8 18.0

17.5 12.6

27.5 14.9

39.2 17.9

22.7 12.4

36.1 14.8

17.8

shear reinforcin

Wall Thic

First story of

two‐story

E 1-888-446

Speed 170

Gable E

4.0

5.0

8.0

4.3

7.3

11.8

5.6

9.6

15.5

4.0

6.3

12.5

4.4

9.2

18.3

5.7

12.0

24.1

ng.

ckness ‐ inch

One story o

story of two

6-5377

0 mph Expo

Eave Gable

4.0 8.9

4.0 12.7

4.0 15.5

4.0 12.8

4.0 18.6

4.0 22.7

4.0 16.7

4.0

4.0

4.0 9.2

5.3 14.2

7.6 20.1

4.0 13.1

5.3 20.7

7.5 29.4

4.0 17.1

5.2 27.1

7.5 38.7

8

or top

‐story

First

tw

osure D

e Eave

4.9

5.3

5.8

4.8

5.2

5.8

4.7

5.2

5.7

9.6

11.3

13.5

9.4

11.2

13.4

9.3

11.1

13.3

t story of

wo‐story

31

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

3a – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

80

40

60

80

60

40

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.0

n 12 4.0

in 12 4.1

n 12 4.5

n 12 4.9

in 12 5.3

n 12 5.7

n 12 6.1

in 12 6.5

n 12 5.2

n 12 6.7

in 12 8.3

n 12 6.9

n 12 8.4

in 12 10.1

n 12 8.6

n 12 10.1

in 12 11.8

oof

opeOne sto

story of

tions call T

Wall Length:

Eave Ga

4.0 6

4.0 6

4.1 6

4.5 8

4.9 8

5.3 9

5.7 1

6.1 1

6.5 1

5.2 9

6.7 1

8.3 1

6.9 1

8.4 1

10.1 1

8.6 1

10.1 1

11.8 1

6

ory or top

two‐story

TOLL-FREE

Seismic De

able Eave

6.2 6.2

6.5 6.5

6.9 6.9

8.5 8.5

8.8 8.8

9.2 9.2

10.8 10.8

11.1 11.1

11.5 11.5

9.3 9.3

10.6 10.6

12.0 12.0

12.2 12.2

13.5 13.5

14.9 14.9

15.1 15.1

16.4 16.4

17.8 17.8

Wall Thic

First story of

two‐story

E 1-888-446

esign Categ

Gable E

4.0

4.0

4.0

4.0

4.4

4.9

5.1

5.5

6.0

4.6

6.1

7.7

6.1

7.6

9.2

7.6

9.0

10.7

One story o

story of two

ckness ‐ inch

6-5377

gory C, SDS

Eave Gable

4.0 5.8

4.0 6.1

4.0 6.5

4.0 7.9

4.4 8.2

4.9 8.6

5.1 10.0

5.5 10.3

6.0 10.7

4.6 8.6

6.1 9.8

7.7 11.3

6.1 11.1

7.6 12.4

9.2 13.8

7.6 13.7

9.0 14.9

10.7 16.4

or top

‐story

First

tw

8

= 0.50

e Eave

5.8

6.1

6.5

7.9

8.2

8.6

10.0

10.3

10.7

8.6

9.8

11.3

11.1

12.4

13.8

13.7

14.9

16.4

t story of

wo‐story

32

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

3b – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

60

80

40

80

60

40

Ro

Slo

Building

Length

ft

uary 8, 2018

anual quest

um Solid W

Gable

n 12 4.3

n 12 4.8

in 12 5.4

n 12 6.0

n 12 6.5

in 12 7.1

n 12 7.6

n 12 8.1

in 12 8.7

n 12 6.9

n 12 8.9

in 12 11.1

n 12 9.2

n 12 11.2

in 12 13.4

n 12 11.5

n 12 13.5

in 12 15.7

One sto

story of

oof

ope

tions call T

Wall Length (

Eave Ga

4.3 8

4.8 8

5.4 9

6.0 1

6.5 1

7.1 1

7.6 1

8.1 1

8.7 1

6.9 1

8.9 1

11.1 1

9.2 1

11.2 1

13.4 1

11.5 2

13.5 2

15.7 2

ory or top

two‐story

6

TOLL-FREE

(ft): Seismic

able Eave

8.3 8.3

8.7 8.7

9.2 9.2

11.3 11.3

11.8 11.8

12.3 12.3

14.4 14.4

14.8 14.8

15.3 15.3

12.4 12.4

14.1 14.1

16.1 16.1

16.3 16.3

18.0 18.0

19.9 19.9

20.2 20.2

21.8 21.8

23.8 23.8

First story of

two‐story

Wall Thic

E 1-888-446

c Design Ca

Gable E

4.0

4.5

5.1

5.4

5.9

6.5

6.8

7.4

8.0

6.2

8.1

10.3

8.2

10.1

12.3

10.1

12.0

14.3

One story o

story of two

ckness ‐ inch

6-5377

ategory D0,

Eave Gable

4.0 7.8

4.5 8.2

5.1 8.7

5.4 10.6

5.9 11.0

6.5 11.5

6.8 13.3

7.4 13.8

8.0 14.3

6.2 11.4

8.1 13.1

10.3 15.0

8.2 14.9

10.1 16.5

12.3 18.4

10.1 18.3

12.0 19.9

14.3 21.9

or top

‐story

First

tw

8

SDS = 0.67

e Eave

7.8

8.2

8.7

10.6

11.0

11.5

13.3

13.8

14.3

11.4

13.1

15.0

14.9

16.5

18.4

18.3

19.9

21.9

t story of

wo‐story

33

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

3c – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

60

80

40

80

60

40

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 5.4

n 12 6.0

in 12 6.8

n 12 7.4

n 12 8.1

in 12 8.8

n 12 9.5

n 12 10.1

in 12 10.9

n 12 8.7

n 12 11.1

in 12 13.9

n 12 11.5

n 12 14.0

in 12 16.8

n 12 14.4

n 12 16.8

in 12 19.7

oof

opeOne sto

story of

tions call T

Wall Length (

Eave Ga

5.4 1

6.0 1

6.8 1

7.4 1

8.1 1

8.8 1

9.5 1

10.1 1

10.9 1

8.7 1

11.1 1

13.9 2

11.5 2

14.0 2

16.8 2

14.4 2

16.8 2

19.7 2

6

ory or top

two‐story

TOLL-FREE

(ft): Seismic

able Eave

10.4 10.4

10.9 10.9

11.5 11.5

14.2 14.2

14.7 14.7

15.3 15.3

17.9 17.9

18.5 18.5

19.1 19.1

15.5 15.5

17.6 17.6

20.1 20.1

20.4 20.4

22.4 22.4

24.9 24.9

25.2 25.2

27.3 27.3

29.7 29.7

Wall Thic

First story of

two‐story

E 1-888-446

c Design Ca

Gable E

4.9

5.6

6.3

6.7

7.4

8.1

8.6

9.2

9.9

7.7

10.2

12.9

10.2

12.6

15.4

12.6

15.1

17.9

ckness ‐ inch

One story o

story of two

6-5377

ategory D1,

Eave Gable

4.9 9.7

5.6 10.2

6.3 10.9

6.7 13.2

7.4 13.7

8.1 14.3

8.6 16.7

9.2 17.2

9.9 17.8

7.7 14.3

10.2 16.4

12.9 18.8

10.2 18.6

12.6 20.6

15.4 23.0

12.6 22.8

15.1 24.9

17.9 27.3

8

or top

‐story

First

tw

SDS = 0.83

e Eave

9.7

10.2

10.9

13.2

13.7

14.3

16.7

17.2

17.8

14.3

16.4

18.8

18.6

20.6

23.0

22.8

24.9

27.3

t story of

wo‐story

34

Last RevReplace

For Tec

Table 1

40

20

Building

Width

ft


chnical Ma

3d – Minim

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

1 in

6 in

12 i

indicates engin

60

80

40

80

60

40

Building

Length

ft

Ro

Slo

uary 8, 2018

anual quest

um Solid W

Gable

n 12 6.5

n 12 7.3

in 12 8.2

n 12 8.9

n 12 9.7

in 12 10.6

n 12 11.4

n 12 12.2

in 12 13.1

n 12 10.4

n 12 13.3

in 12 16.6

n 12 13.8

n 12 16.8

in 12 20.1

n 12 17.3

n 12 20.2

in 12 23.6

neering input is

One sto

story of

oof

ope

tions call T

Wall Length (

Eave Ga

6.5 1

7.3 1

8.2 1

8.9 1

9.7 1

10.6 1

11.4

12.2

13.1

10.4 1

13.3 2

16.6 2

13.8 2

16.8 2

20.1 2

17.3 3

20.2 3

23.6 3

s required for s

ory or top

two‐story

6

TOLL-FREE

(ft): Seismic

able Eave

12.5 12.5

13.1 13.1

13.9 13.9

17.0 17.0

17.6 17.6

18.4 18.4

21.5

22.2

22.9

18.6 18.6

21.1 21.1

24.1 24.1

24.4 24.4

26.9 26.9

29.9 29.9

30.2 30.2

32.7 32.7

35.7 35.7

shear reinforcin

First story of

two‐story

Wall Thic

E 1-888-446

c Design Ca

Gable E

5.9

6.7

7.6

8.1

8.9

9.8

10.3

11.0

11.9

9.3

12.2

15.5

12.2

15.1

18.5

15.1

18.1

21.4

ng.

ckness ‐ inch

One story o

story of two

6-5377

ategory D2,

Eave Gable

5.9 11.7

6.7 12.3

7.6 13.0

8.1 15.8

8.9 16.5

9.8 17.2

10.3 20.0

11.0

11.9

9.3 17.2

12.2 19.6

15.5 22.5

12.2 22.3

15.1 24.8

18.5 27.7

15.1 27.4

18.1 29.9

21.4 32.8

8

or top

‐story

First

tw

SDS = 1.00

e Eave

11.7

12.3

13.0

15.8

16.5

17.2

20.0

20.6

21.4

17.2

19.6

22.5

22.3

24.8

27.7

27.4

29.9

32.8

t story of

wo‐story

35

Advantage ICF System® Specifications

General Product Description

EPS InsulationComplies with CAN/ULC-S701, Type 2, and ASTM C578, Type 2Contains no CFCs, HCFCs, HFCs or formaldehyde

Concrete20 MPa (2900 psi) at 28 daysNominal Thickness 152-mm(6”) or 203-mm (8”)

Code Evaluation ReportsCCMC Evaluation Report 13101-R (Canada) Intertek Code Compliance Research Report CCRR-1006 (Canada and US)

Sustainability CertificateGREENGUARD Gold

www.AdvantageICF.com | 1.888.446.5377 | 1.88 THINK EPS®

@AdvantageICF PFBCorporation @plastifabeps

Documents

The Advantage ICF System Technical Manual...Wall Th Thickne Maximu Max Max ision: Febru s: NEW hnical Ma EERING gineering a rmed using Assumpti owing desi n the tables Grade Wal t