DANGER - meadowburke.commeadowburke.com/wp-content/uploads/1-3-13-General-Notes-w-blanks.pdflimited...

Warning Do not weld or modify products.

Warning Do not substitute products or interchange components from other manufacturers.

Warning Do not use non-authorized drill-in anchors as lifting or braceconnections that have not been tested and approved byMeadow-Burke Engineering.

Warning Do not use damaged or worn products.

Warning Do not climb on or ride panels during erection.

Warning Do not alter rigging, reinforcing steel or strongbacks.

Warning Do not deviate from the information shown on the drawings without notifying Meadow-Burke Engineering.

DANGERFalling Panels, Bracing or Hardware

Can Cause Property Damage, Severe Injury or Death.

e

NOTICE OF COPYRIGHT13

3 13

ENGINEERING

MEADOW BURKE

1.3.13

Meadow Burke Engineering

TILT-UP ENGINEERING GENERAL NOTES ©2013

1. Meadow-Burke warrants that the details attached are accurate and appropriate for the use for which they are intended, which is limited to the lifting and bracing of the tilt-up panels described therein. The information upon which said details are based was furnished to Meadow-Burke by _____________________________(customer) and Meadow-Burke has relied upon the accuracy of that information. Meadow-Burke Engineering accepts no responsibility for any deviations from said details, any errors in such information provided to them by the customer, workmanship in the field, field conditions, or for items used by the customer that were not supplied by Meadow-Burke.

2. All panels are detailed, inside face up outside face up other (see details), unless noted otherwise on the details. No openings shall be placed in the panels except for those shown on these drawings. All panel dimensions shown on these drawings

are for purposes of calculation only and should be checked and confirmed by the contractor before using them for construction purposes. The contractor must review plans and specifications in the Tilt-up Engineering General Notes and drawings to ensure that the panel dimensions are correct before casting any panels.

3. All reinforcing steel and/or strongbacks shown on these drawings is required to resist the erection stresses and shall be installed as

indicated. It has been assumed that sufficient reinforcing has been provided by the customer to prevent shrinkage cracks. All required reinforcing shall be ASTM, A615 Intermediate Grade 60 [Fs = 30,000 p.s.i. for erection stresses only–short term] unless otherwise noted. All required reinforcing steel shown or noted on these drawings shall be used in conjunction with the reinforcing steel shown or noted in the contract drawings dated __________________. "Contract drawings" refers to documents furnished to Meadow-Burke Engineering by the customer for the purpose of detailing for erection the tilt-up wall panels.

“TOTAL REQD ERECTION REINFORCING” means: The total minimum reinforcing steel required to resist the erection

stresses. Place existing structural reinforcing and/or add reinforcing to provide the minimum reinforcing as indicated in the parenthesis ( ) on the left side of the reinforcing steel call-out. It is not necessary to add reinforcing unless the existing structural reinforcing does not equal this minimum requirement (bar size, clearance, length, and location). When accurate structural reinforcing details have been provided to Meadow-Burke, the estimated number of additional reinforcing bars that must be added to the existing structural reinforcing steel to equal the minimum erection requirement, will be indicated in the brackets [ ] on the right side of the reinforcing steel call-out. This is an estimate only, it is still the customer’s responsibility to coordinate the structural reinforcing steel requirements with the total erection reinforcing steel requirements, to insure that the total required erection reinforcing has been placed as shown on the panel details prior to casting the panels. When accurate structural reinforcing details have not been provided to Meadow-Burke, the estimated number of reinforcing bars to be added in addition to the structural reinforcing will not be shown. Unless otherwise indicated on the panel details, the "CLEAR" dimension indicated in the reinforcing callout refers to the clearance from the main reinforcing bar to the face of the deepest reveal, texture or recessed area that the reinforcing bar crosses. See example section below.

4. Stress analysis for erection requires two separate concrete strength tests. THE CONCRETE MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AND A MINIMUM MODULUS OF RUPTURE PRIOR TO THE PANELS BEING LIFTED. a. Required minimum modulus of rupture = ____________ p.s.i. prior to erection as determined by ASTM C78 standard beam test for flexural strength. b. Required minimum compressive strength = _____________ p.s.i. prior to erection as determined by ASTM C39 standard cylinder test for compressive strength.

The embedment strength of the lifting anchors is primarily related to the concrete compressive strength and the ability of the concrete to resist cracking during panel rotation is related to the modulus of rupture strength.

ATTAINING THE REQUIRED COMPRESSIVE STRENGTH DOES NOT NECESSARILY ENSURE THAT THE REQUIRED MODULUS OF RUPTURE HAS BEEN ATTAINED OR THAT THE CONCRETE TILT-UP PANELS CAN BE LIFTED WITHOUT CRACKING. The minimum required modulus of rupture strength must also be attained prior to lifting any panel. Characteristics of the concrete such as coarse aggregate, particle shape, surface texture, the mineralogical composition of the coarse aggregate, the ratio of coarse aggregate to fine aggregate, etc. will have a more pronounced effect upon the modulus of rupture than the compressive strength of the concrete. The modulus of rupture beam and compressive strength cylinder test specimens shall remain in the field with the panels and receive the same curing treatment. If past field test data is available which correlates the modulus of rupture and the compressive strength of the specific concrete mix, the compressive strength test data may be used as a guide to predict the modulus of rupture of the concrete. Past correlation tests shall not be used as a substitute for the required strength tests. If the modulus of rupture strength cannot be attained by the time you wish to lift the panels, advise Meadow-Burke Engineering of the actual modulus of rupture that likely will be attained at the time you wish to lift, but contact them before you cast the inserts.

Sheet GN1

3/4"Clear

1 1/2"Clear

R + 3/4"Clear

RDD + 3/4"Clear

Aggregateor Texture Reveal

TOTAL REQD ERECTION REINFORCING# 6 Ø X 14' - 6" LONG GRADE 60( 2 ) 3/4" CLEAR BOTTOM FACE [ 2 ]( 3 ) 1 1/2" CLEAR TOP FACE [ 1 ]ESTIMATED QUANTITY TO ADD

Number in ( ) referencesthe total number ofreinforcing bars requiredat the face indicated.

When TIES are indicated, theclearance to the TIE is theclearance to the main reinforcingbar minus the TIE diameter.

Number in [ ] references the estimated number ofbars that need to be added to the existing structuralreinforcing to equal the total number required forerection purpose as shown in ( ) at left.

ENGINEERING

MEADOW BURKE

3 13

NO CHANGES SHALL BE MADE IN ANY ENGINEERING SPECIFICATION, STANDARD OR REQUIREMENT WITHOUT THE WRITTEN PERMISSION OF MEADOW-BURKE ENGINEERING.

DO NOT SUBSTITUTE ANY ITEM DESCRIBED IN THE ENGINEERING GENERAL NOTES OR DRAWINGS WITHOUT PRIOR WRITTEN PERMISSION FROM MEADOW-BURKE ENGINEERING.

AB

SECTION A SECTION B

ENGINEERING

MEADOW BURKE

3 13

LOWER TITLE BLOCK:

MINIM UM SLING LENGTHS:

See sheet GN5 for additional rigging information.

MAJOR SPREADER BAR:


RIGHT M INOR SPREADER BAR:


LEFT M INOR SPREADER BAR:


SEE SPECIAL DETAILS:

CGX:

CGY:

CLY:

P:

AREA:

VOLUME:

WEIGHT:

BRACE LOAD:

DEADMAN LOAD: See Bracing

General Notes on sheet GNB7 for deadman sizinginformation.BRACE ANGLE:

MAX. SPACING: See Bracing General Notes on

sheets GNB1 thru GNB6 for additional information.

PANEL DETAIL LAYOUT KEY

Lower Title Block

Upper Title Block

MEADOW BURKE

ENGINEERING

SYMBOL LEGEND

ENGINEERING

MEADOW BURKE

3.13

Super Lift III

Super Lift II

FIGURE 1

FIGURE 2

FIGURE 3

FIGURE 4

ENGINEERING

MEADOW BURKE

1 3.13

4 x 2 HIGH RIGGING - Type 2

.4 x 2 HIGH RIGGING - Type 1

2 x 1 HIGH RIGGING 2 x 2 HIGH RIGGING4 x 1 HIGH RIGGING

2 x 4 HIGH RIGGING

8 x 1 HIGH RIGGING

4 x 4 HIGH RIGGING - Type 2Important: Do Not Use when panel

requires staggered insert locations.

4 x 4 HIGH RIGGING - Type 1

NOTE: See panel details for required minimum sling lengths.

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ENGINEERING

MEADOW BURKE 1

3 3

13

84

105

Meadow-Burke does not recommend the use of any type inserts other than those specified for attaching tilt-up braces and assumes no responsibility if used.

The floor slab has not been checked or designed by Meadow-Burke.

ENGINEERING

MEADOW BURKE

3 3

Wn = Actual Width of Panel Applied to Each Brace

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H

Sheet GNB3

SUPE

R 2

2 Tilt-

up B

race

Spa

cing

Tab

le A

©20

13

Bra

ce T

able

Leg

end

All

dim

ensi

ons

are

show

n in

uni

ts o

f fee

t. A

lway

s ro

und

the

dim

ensi

ons

for t

he p

anel

hei

ght b

elow

floo

r and

the

pane

l he

ight

abo

ve f

loor

, to

the

next

larg

er c

hart

valu

e. R

efer

ence

bra

ce d

etai

l on

Bra

ce D

esig

n N

otes

, she

et G

NB

1.

1.3.13

S0S2

S4S6

S0S2

S4S6

with

10'

Ext

ensi

on

L =

32.0

0'w

ith 5

' Ext

ensi

onL

= 27

.00'

This

bra

ce s

paci

ng ta

ble

has

been

des

igne

d fo

r an

ultim

ate

84 m

ph w

ind

with

a 1

yea

r mea

n re

curre

nce

inte

rval

. The

tabl

e sh

ould

be

used

in c

onju

nctio

n w

ith th

e no

tes

and

reco

mm

enda

tions

sho

wn

in th

e B

race

Des

ign

Not

es, s

heet

s G

NB

1, G

NB

2 an

d G

NB

5.

S FF

=M

axim

um b

race

spa

cing

for a

pan

el w

ith a

hei

ght b

elow

floo

r (or

top

of d

eadm

an w

hen

used

) equ

al to

"FF"

feet

. [ie

., th

e S

0co

lum

n yi

elds

the

max

imum

spa

cing

for a

pan

el w

ith n

o he

ight

bel

ow fl

oor,

the

S2

colu

mn

yiel

ds th

e m

axim

um s

paci

ng fo

r a

pane

l with

a 2

foot

max

imum

hei

ght b

elow

floo

r, et

c.]

Hei

ght o

f pan

el a

bove

floo

r or t

op o

f dea

dman

w

hen

used

.

Bra

ce in

sert

loca

tion

on fa

ce o

f pan

el a

bove

floo

r or

top

of d

eadm

an if

use

d.

H= V=

X= L=

Hor

izon

tal d

imen

sion

to fl

oor b

race

inse

rt fro

m

the

face

of t

he p

anel

whe

re th

e w

all b

race

in

serts

are

loca

ted.

Bra

ce le

ngth

for g

iven

V a

nd X

.

WAR

NIN

GSo

me

brac

es m

ay n

ot b

e av

aila

ble

at a

ll di

strib

utio

n lo

catio

ns.

Alw

ays

chec

k w

ith y

our

loca

l di

strib

utor

for b

race

ava

ilabi

lity

prio

r to

cast

ing

inse

rts

in fl

oor s

lab

or w

all p

anel

s.

S0S2

S4S6

VX

Inst

all.

Dim

s.

SUPE

R 1

7

S0S2

S4S6

HV

XV

XV

Xw

ithou

t Ext

ensi

onL

= 22

.0'

L =

17.0

0'In

stal

l. D

ims.

Inst

all.

Dim

s.In

stal

l. D

ims.

VX

LIn

stal

l. D

ims.

814

HDBR

ACE

S0S2

S4S6

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622.

582.

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792.

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3.06

3.01

6541

.75

31.0

03.

293.

233.

163.

1064

41.7

531

.00

3.40

3.33

3.27

3.20

36.3

721

.00

3.34

6341

.75

31.0

03.

523.

453.

373.

3036

.37

21.0

03.

513.

4562

41.7

531

.00

3.65

3.57

3.49

3.41

36.3

721

.00

3.63

3.56

6141

.75

31.0

03.

783.

693.

613.

5236

.37

21.0

03.

823.

753.

6860

41.7

531

.00

3.92

3.82

3.73

3.64

36.0

021

.63

4.10

4.03

3.96

3.88

5941

.75

31.0

04.

073.

963.

863.

7635

.40

22.6

04.

374.

304.

224.

1458

41.7

531

.00

4.22

4.11

4.00

3.89

34.8

023

.52

4.64

4.56

4.48

4.39

5741

.75

31.0

04.

394.

264.

144.

0334

.20

24.3

84.

924.

834.

734.

6432

.04

18.5

04.

8756

41.7

531

.00

4.56

4.43

4.30

4.17

33.7

525

.00

5.17

5.07

4.97

4.87

32.0

418

.50

5.14

5.05

5541

.75

31.0

04.

754.

604.

464.

3333

.75

25.0

05.

385.

275.

165.

0532

.04

18.5

05.

335.

2354

41.7

531

.00

4.94

4.78

4.63

4.49

33.7

525

.00

5.60

5.48

5.36

5.24

32.0

418

.50

5.64

5.53

5.42

5341

.75

31.0

05.

144.

974.

814.

6533

.75

25.0

05.

835.

705.

565.

4332

.04

18.5

05.

995.

875.

755.

6352

41.7

531

.00

5.36

5.17

5.00

4.83

33.7

525

.00

6.08

5.93

5.78

5.64

31.2

019

.89

6.54

6.41

6.27

6.14

5141

.75

31.0

05.

595.

395.

205.

0233

.75

25.0

06.

346.

186.

025.

8630

.60

20.8

07.

006.

856.

716.

5650

41.7

531

.00

5.84

5.62

5.41

5.22

33.7

525

.00

6.63

6.44

6.26

6.09

30.0

021

.66

7.46

7.30

7.15

6.99

27.7

116

.00

7.28

5049

41.7

531

.00

6.11

5.86

5.64

5.43

33.7

525

.00

6.92

6.72

6.52

6.34

29.7

522

.00

7.85

7.68

7.50

7.33

27.7

116

.00

7.58

4948

41.7

531

.00

6.39

6.12

5.88

5.65

33.7

525

.00

7.24

7.02

6.80

6.59

29.7

522

.00

8.21

8.02

7.82

7.63

27.7

116

.00

8.05

7.89

4847

41.7

531

.00

6.69

6.40

6.13

5.88

33.7

525

.00

7.58

7.33

7.10

6.87

29.7

522

.00

8.60

8.38

8.16

7.95

27.7

116

.00

8.59

8.40

8.21

4746

41.7

531

.00

7.01

6.69

6.40

6.13

33.7

525

.00

7.95

7.67

7.41

7.16

29.7

522

.00

9.02

8.77

8.53

8.29

27.7

116

.00

9.20

8.99

8.78

8.56

4645

33.7

525

.00

8.34

8.03

7.74

7.47

29.7

522

.00

9.46

9.18

8.91

8.65

27.0

017

.17

10.1

09.

869.

629.

3945

4433

.75

25.0

08.

768.

428.

107.

8029

.75

22.0

09.

939.

629.

329.

0326

.40

18.0

810

.91

10.6

610

.39

10.1

444

4333

.75

25.0

09.

208.

848.

488.

1529

.75

22.0

010

.44

10.1

09.

769.

4425

.75

19.0

011

.76

11.4

911

.19

10.9

143

4233

.75

25.0

09.

689.

278.

898.

5329

.75

22.0

010

.98

10.6

010

.23

9.87

25.7

519

.00

12.3

712

.05

11.7

311

.41

4241

33.7

525

.00

10.2

09.

759.

338.

9329

.75

22.0

011

.58

11.1

410

.73

10.3

325

.75

19.0

013

.04

12.6

712

.31

11.9

441

4033

.75

25.0

010

.77

10.2

69.

799.

3629

.75

22.0

012

.22

11.7

211

.27

10.8

325

.75

19.0

013

.76

13.3

312

.92

12.5

240

3933

.75

25.0

011

.37

10.8

110

.29

9.82

29.7

522

.00

12.9

012

.35

11.8

411

.37

25.7

519

.00

14.5

314

.05

13.5

813

.14

3938

33.7

525

.00

12.0

311

.41

10.8

310

.31

29.7

522

.00

13.6

513

.04

12.4

611

.93

25.7

519

.00

15.3

714

.83

14.2

913

.79

3837

29.7

522

.00

14.4

613

.77

13.1

312

.54

25.7

519

.00

16.2

915

.66

15.0

614

.49

3736

29.7

522

.00

15.3

514

.57

13.8

613

.20

25.7

519

.00

17.2

916

.57

15.9

015

.25

3635

29.7

522

.00

16.3

315

.43

14.6

413

.91

25.7

519

.00

18.4

017

.55

16.7

916

.07

3534

29.7

522

.00

17.3

816

.39

15.4

814

.68

25.7

519

.00

19.5

718

.64

17.7

616

.97

3433

29.7

522

.00

18.5

317

.43

16.4

115

.50

25.7

519

.00

20.0

019

.82

18.8

217

.92

3332

29.7

522

.00

19.8

118

.55

17.4

216

.40

25.7

519

.00

20.0

020

.00

19.9

818

.95

3231

29.7

522

.00

20.0

019

.78

18.5

317

.38

25.7

519

.00

20.0

020

.00

20.0

020

.00

31

Sheet GNB4

VX

Inst

alla

tion

Dim

ensi

ons

Tilt-

up B

race

Spa

cing

Tab

le B

©20

13

This

bra

ce s

paci

ng ta

ble

has

been

des

igne

d fo

r an

ultim

ate

84 m

ph w

ind

with

a 1

yea

r mea

n re

curr

ence

inte

rval

. The

tabl

e sh

ould

be

used

in

conj

unct

ion

with

the

note

s an

d re

com

men

datio

ns s

how

n in

the

Brac

e D

esig

n N

otes

, she

ets

GN

B1, G

NB2

, and

GN

B5.

S FF

=M

axim

um b

race

spa

cing

for a

pan

el w

ith a

hei

ght b

elow

floo

r (or

top

of d

eadm

an w

hen

used

) equ

al to

"FF"

feet

. [ie

., th

e S 0

colu

mn

yiel

ds

the

max

imum

spa

cing

for a

pan

el w

ith n

o he

ight

bel

ow fl

oor,

the

S 2co

lum

n yi

elds

the

max

imum

spa

cing

for a

pan

el w

ith a

2 fo

ot m

axim

um h

eigh

t be

low

floo

r, et

c.]

Bra

ce T

able

Leg

end

H= V= X= L=

All d

imen

sion

s ar

e sh

own

in u

nits

of f

eet.

Alw

ays

roun

d th

e di

men

sion

s fo

r the

pan

el h

eigh

t bel

ow fl

oor a

nd th

e pa

nel h

eigh

tabo

ve

floor

, to

the

next

larg

er c

hart

valu

e. R

efer

ence

bra

ce d

etai

l on

Brac

e D

esig

n N

otes

, she

et G

NB1

.

1.3.13

Hor

izon

tal d

imen

sion

to fl

oor b

race

inse

rt fro

m th

e fa

ce o

f the

pan

el

whe

re th

e w

all b

race

inse

rts a

re lo

cate

d.Br

ace

leng

th fo

r giv

en V

and

X.

WARNING: Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels.

Hei

ght o

f pan

el a

bove

floo

r or t

op o

f dea

dman

whe

n us

ed.

Brac

e in

sert

loca

tion

on fa

ce o

f pan

el a

bove

floo

r or t

op o

f dea

dman

if

used

.

H

SUPE

R 3

2

with

10'

Ext

.+10

' Ext

.L

=52.

00'

S0S2

S4S6

S0S2

S4S6

S0S2

S4S6

S0S2

S4S6

VX

VX

VX

Inst

alla

tion

Dim

ensi

ons

Inst

alla

tion

Dim

ensi

ons

Inst

alla

tion

Dim

ensi

ons

with

10'

Ext

ensi

onL

=42.

00'

with

5' E

xten

sion

L =3

7.00

'w

ithou

t Ext

entio

nsL

=32.

00'

H

ENGINEERING

MEADOW BURKE

1 3 3

Typical Panel Example

Determine panel height above floor, H, and panel height below floor, FF.

Determine brace insert locations V and X.

75 90

Determine brace length L.

Determine maximum brace spacing, SFF.

5.28

Determine the minimum number of braces required per panel.

5.285.28 26

number

Determine the horizontal brace insert locations.

5 28

7945

.00

26.0

05.

2378

45.0

026

.00

5.37

7745

.00

26.0

05.

595.

5176

45.0

026

.00

5.83

5.75

5.66

7545

.00

26.0

06.

096.

005.

915.

8274

44.4

027

.06

6.44

6.35

6.25

6.16

7343

.80

28.0

26.

786.

686.

586.

4772

43.2

028

.94

7.12

7.01

6.90

6.79

7142

.60

29.8

27.

467.

347.

237.

1270

42.0

030

.66

7.80

7.68

7.56

7.44

6941

.75

31.0

08.

097.

967.

837.

7068

41.7

531

.00

8.35

8.22

8.07

7.93

6741

.75

31.0

08.

638.

488.

338.

1766

41.7

531

.00

8.92

8.75

8.59

8.43

6541

.75

31.0

09.

239.

048.

878.

6964

41.7

531

.00

9.54

9.35

9.15

8.97

36.3

721

.00

6.67

6341

.75

31.0

09.

889.

679.

469.

2536

.37

21.0

07.

006.

8962

41.7

531

.00

10.2

310

.00

9.78

9.56

36.3

721

.00

7.24

7.11

6141

.75

31.0

010

.60

10.3

510

.11

9.87

36.3

721

.00

7.61

7.48

7.35

6041

.75

31.0

011

.00

10.7

210

.46

10.2

036

.00

21.6

38.

198.

047.

907.

7559

41.7

531

.00

11.4

111

.11

10.8

310

.55

35.4

022

.60

8.73

8.57

8.41

8.26

5841

.75

31.0

011

.84

11.5

211

.21

10.9

234

.80

23.5

29.

279.

118.

938.

7657

41.7

531

.00

12.3

011

.95

11.6

211

.30

34.2

024

.38

9.81

9.63

9.45

9.26

5641

.75

31.0

012

.79

12.4

112

.05

11.7

033

.75

25.0

010

.32

10.1

29.

939.

7355

41.7

531

.00

13.3

012

.89

12.5

012

.13

33.7

525

.00

10.7

410

.51

10.3

010

.08

5441

.75

31.0

013

.84

13.4

012

.97

12.5

833

.75

25.0

011

.17

10.9

310

.69

10.4

553

41.7

531

.00

14.4

213

.94

13.4

813

.05

33.7

525

.00

11.6

411

.37

11.1

010

.84

5241

.75

31.0

015

.03

14.5

114

.01

13.5

433

.75

25.0

012

.13

11.8

411

.54

11.2

551

41.7

531

.00

15.6

815

.11

14.5

814

.07

33.7

525

.00

12.6

612

.33

12.0

111

.69

5041

.75

31.0

016

.38

15.7

515

.17

14.6

233

.75

25.0

013

.22

12.8

512

.50

12.1

549

41.7

531

.00

17.1

216

.44

15.8

015

.21

33.7

525

.00

13.8

213

.41

13.0

212

.65

4841

.75

31.0

017

.90

17.1

716

.47

15.8

333

.75

25.0

014

.45

14.0

113

.57

13.1

647

41.7

531

.00

18.7

517

.94

17.1

916

.49

33.7

525

.00

15.1

314

.63

14.1

613

.71

4641

.75

31.0

019

.65

18.7

617

.95

17.1

933

.75

25.0

015

.86

15.3

114

.79

14.2

945

33.7

525

.00

16.6

516

.03

15.4

514

.91

4433

.75

25.0

017

.47

16.8

016

.16

15.5

743

33.7

525

.00

18.3

617

.64

16.9

216

.27

4233

.75

25.0

019

.32

18.5

117

.74

17.0

241

33.7

525

.00

20.3

719

.45

18.6

217

.82

4033

.75

25.0

021

.50

20.4

719

.54

18.6

839

33.7

525

.00

22.7

021

.57

20.5

419

.61

Sheet GNB6

Tilt-

up B

race

Spa

cing

Tab

le C

©20

13

This

bra

ce s

paci

ng ta

ble

has

been

des

igne

d fo

r an

ultim

ae 8

4 m

ph w

ind

with

a 1

yea

r mea

n re

curr

ence

inte

rval

. The

tabl

e sh

ould

be

used

in c

onju

nctio

n w

ith th

e no

tes

and

reco

mm

enda

tions

sh

own

in th

e Br

ace

Des

ign

Not

es, s

heet

s G

NB1

, GN

B2, a

nd G

NB5

. N

ote

valu

es s

how

n re

quire

br

aces

to b

e at

tach

ed to

Bad

gers

or a

6" t

hick

x 3

,000

psi

sla

b w

ith a

n M

B Br

ace

Bolt.

S FF

=M

axim

um b

race

spa

cing

for a

pan

el w

ith a

hei

ght b

elow

floo

r (or

top

of d

eadm

an w

hen

used

) eq

ual t

o "F

F" fe

et. [

ie.,

the

S 0co

lum

n yi

elds

the

max

imum

spa

cing

for a

pan

el w

ith n

o he

ight

bel

ow

floor

, the

S2

colu

mn

yiel

ds th

e m

axim

um s

paci

ng fo

r a p

anel

with

a 2

foot

max

imum

hei

ght b

elow

floo

r, et

c.]

Bra

ce T

able

Leg

end

H=

V= X= L=

All d

imen

sion

s ar

e sh

own

in u

nits

of f

eet.

Alw

ays

roun

d th

e di

men

sion

s fo

r the

pan

el h

eigh

t bel

ow

floor

and

the

pane

l hei

ght a

bove

flo

or, t

o th

e ne

xt la

rger

cha

rt va

lue.

Ref

eren

ce b

race

det

ail o

n Br

ace

Des

ign

Not

es, s

heet

GN

B1.

3

Hor

izon

tal d

imen

sion

to fl

oor b

race

inse

rt fro

m th

e fa

ce o

f the

pan

el w

here

the

wal

l bra

ce in

serts

are

lo

cate

d.Br

ace

leng

th fo

r giv

en V

and

X.

WARNING: Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels.

Hei

ght o

f pan

el a

bove

floo

r or t

op o

f dea

dman

w

hen

used

.Br

ace

inse

rt lo

catio

n on

face

of p

anel

abo

ve fl

oor o

r to

p of

dea

dman

if u

sed.

HS 0

S2S4

S6V

XV

XIn

stal

l. D

ims.

Inst

all.

Dim

s.

S0S2

S4S6

SUPE

R 5

2L=

52.0

0'SU

PER

42

L=42

.00'

1.3.13

ENGINEERING

MEADOW BURKE

1 3 3

Cylindrical Deadman 13

Warning:

5333

.13

19.1

238

.25

4.13

4.04

3.95

3.86

5232

.50

18.7

637

.53

4.39

4.29

4.19

4.09

5131

.88

18.4

036

.81

4.66

4.55

4.45

4.34

5031

.25

18.0

436

.08

4.96

4.85

4.73

4.62

4930

.63

17.6

835

.36

5.12

5.00

4.87

4.76

4830

.00

17.3

234

.64

5.24

5.12

4.99

4.87

4729

.38

16.9

633

.92

5.38

5.24

5.11

4.98

4628

.75

16.6

033

.20

5.52

5.37

5.24

5.10

4528

.13

16.2

432

.48

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H

"B',

"C"

& "

D"

VX

LIn

stal

l. D

ims.

VX

LIn

stal

l. D

ims. LI

TTLE

"G

"

S0S2

S4S6

S0S2

S4S6

Tilt-

up B

race

Spa

cing

Tab

le D

©20

13

Sheet GNB8

With

out K

nee

Bra

ce

1.3.13

WAR

NIN

GSo

me

brac

es m

ay n

ot b

e av

aila

ble

at a

ll di

strib

utio

n lo

catio

ns.

Alw

ays

chec

k w

ith y

our

loca

l dis

trib

utor

for b

race

ava

ilabi

lity

prio

r to

cast

ing

inse

rts

in fl

oor s

lab

or w

all p

anel

s.

H

BIG

"G

"W

ith K

nee

Bra

ceW

ithou

t Kne

e B

race

VX

LIn

stal

l. D

ims.

S0S2

S4S6

S0S2

S4S6

Bra

ce T

able

Leg

end

All

dim

ensi

ons

are

show

n in

uni

ts o

f fee

t. A

lway

s ro

und

the

dim

ensi

ons

for t

he p

anel

hei

ght b

elow

floo

r and

the

pane

l hei

ght

abov

e fl

oor,

to th

e ne

xt la

rger

cha

rt va

lue.

Ref

eren

ce b

race

det

ail o

n B

race

Des

ign

Not

es, s

heet

GN

B1.

This

bra

ce s

paci

ng ta

ble

has

been

des

igne

d fo

r an

ultim

ate

84 m

ph w

ind

with

a 1

yea

r mea

n re

curre

nce

inte

rval

. The

tabl

e sh

ould

be

used

in c

onju

nctio

n w

ith th

e no

tes

and

reco

mm

enda

tions

sho

wn

in th

e B

race

Des

ign

Not

es, s

heet

s G

NB

1, G

NB

2 an

d G

NB

5.

S FF

=M

axim

um b

race

spa

cing

for a

pan

el w

ith a

hei

ght b

elow

floo

r (or

top

of d

eadm

an w

hen

used

) eq

ual t

o "F

F" fe

et. [

ie.,

the

S0

colu

mn

yiel

ds th

e m

axim

um s

paci

ng fo

r a p

anel

with

no

heig

ht b

elow

flo

or, t

he S

2co

lum

n yi

elds

the

max

imum

spa

cing

for a

pan

el w

ith a

2 fo

ot m

axim

um h

eigh

t bel

ow

floor

, etc

.]

Hei

ght o

f pan

el a

bove

floo

r or t

op o

f dea

dman

w

hen

used

.

Bra

ce in

sert

loca

tion

on fa

ce o

f pan

el a

bove

floo

r or

top

of d

eadm

an if

use

d.

H= V=

X= L=

Hor

izon

tal d

imen

sion

to fl

oor b

race

inse

rt fro

m th

e fa

ce

of th

e pa

nel w

here

the

wal

l bra

ce in

serts

are

loca

ted.

Bra

ce le

ngth

for g

iven

V a

nd X

.

ENGINEERING

MEADOW BURKE

1 3 3

MB Brace Badger™ Helical Ground Anchor System 13

ALL

INSTALLATION REQUIREMENTS

torque of 2,200 ft-lbs

SAFETY NOTES

ENGINEERING

MEADOW BURKE

3 3

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