reviewed for code compliance...elwave fd9r6004 230.0 1 crown m sector mount [sm 502-3] notes: 1)...

Page 1

Rev

iew

ed F

or C

ode

Com

plia

nce

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 2

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

uctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

r 12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

2

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

TA

BL

E O

F C

ON

TE

NT

S

1)

INT

RO

DU

CT

ION

2)

AN

AL

YS

IS C

RIT

ER

IA

T

able

1 -

Pro

pose

d A

nte

nn

a a

nd C

able

Info

rmation

Table

2 -

Exis

tin

g a

nd R

eserv

ed

Ante

nna a

nd C

ab

le I

nfo

rmation

Table

3 -

Desig

n A

nte

nna a

nd C

able

Info

rmation

3)

AN

AL

YS

IS P

RO

CE

DU

RE

Table

4 -

Docum

ents

Pro

vid

ed

3.1

) A

na

lysis

Meth

od

3.2

) A

ssum

ptions

4)

AN

AL

YS

IS R

ES

UL

TS

Table

5 -

Section C

apacity (

Sum

mary

)

Table

6 –

Tow

er

Com

pone

nts

vs. C

apacity

4.1

) R

ecom

me

ndatio

ns

5)

AP

PE

ND

IX A

tnxT

ow

er

Outp

ut

6)

AP

PE

ND

IX B

Base L

evel D

raw

ing

7)

AP

PE

ND

IX C

Add

itio

na

l C

alc

ula

tions

8)

AP

PE

ND

IX D

Str

uctu

ral M

odific

ation

Dra

win

gs

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 3

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

uctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

r 12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

3

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

1)

INT

RO

DU

CT

ION

T

his

tow

er

is a

30

0 f

t G

uyed t

ow

er

desig

ned b

y R

OH

N i

n J

anuary

of

1995 a

nd m

apped b

y T

ow

er

Eng

ine

ering

Pro

fessio

na

ls i

n M

ay o

f 20

10

. T

he t

ow

er

was o

rigin

ally d

esig

ne

d f

or

a w

ind s

pe

ed o

f 1

05

mph p

er

AN

SI/

EIA

-222

-E. T

he to

wer

has b

een

modifie

d m

ultip

le tim

es in t

he p

ast to

accom

modate

additio

nal lo

ad

ing.

2)

AN

AL

YS

IS C

RIT

ER

IA

The

str

uctu

ral

analy

sis

w

as

perf

orm

ed

for

this

to

wer

in

accord

ance

w

ith

the

requ

irem

ents

of

TIA

-222-G

S

tructu

ral S

tan

dard

s f

or

Ste

el A

nte

nna T

ow

ers

and A

nte

nna S

upport

ing

Str

uctu

res u

sin

g a

3-s

econ

d g

ust

win

d

speed o

f 135 m

ph w

ith n

o ice a

nd 6

0 m

ph u

nder

serv

ice loads,

exposure

cate

gory

B w

ith t

op

ogra

phic

cate

gory

1 a

nd c

rest he

ight

of

0 f

eet.

Tab

le 1

- P

rop

os

ed

An

ten

na a

nd

Cab

le In

form

ati

on

Mo

un

tin

g

Lev

el (f

t)

Cen

ter

Lin

e

Ele

vati

on

(f

t)

Nu

mb

er

of

An

ten

na

s

An

ten

na

M

an

ufa

ctu

rer

An

ten

na

Mo

del

Nu

mb

er

of

Feed

L

ines

Feed

L

ine

Siz

e (

in)

No

te

300.0

300.0

3

Andre

w

UM

WD

-06516-2

DH

w/

Moun

t P

ipe

1

1

3/8

3/4

-

3

Ericsson

R

RU

S 3

2 B

66

Tab

le 2

- E

xis

tin

g a

nd

Re

serv

ed

An

ten

na a

nd

Cab

le In

form

ati

on

Mo

un

tin

g

Lev

el (f

t)

Cen

ter

Lin

e

Ele

vati

on

(f

t)

Nu

mb

er

of

An

ten

na

s

An

ten

na

M

an

ufa

ctu

rer

An

ten

na

Mo

del

Nu

mb

er

of

Feed

L

ines

Feed

L

ine

Siz

e (

in)

No

te

300.0

300.0

3

EM

S W

irele

ss

RR

65

-19-0

0D

P w

/ M

ou

nt

Pip

e

6

2-1

/4

3

3

Com

mscope

S

BN

HH

-1D

65C

w/

Mo

unt

Pip

e

12

1

1

2-1

/4

3/4

3/8

1

1

Cro

wn M

oun

ts

Secto

r M

oun

t [S

M 1

303

-3]

3

Ericsson

R

RU

S 1

1

3

Kath

rein

741 9

89 w

/ M

ount

Pip

e

1

Ra

yca

p

DC

6-4

8-6

0-1

8-8

F

244.0

244.0

1

Cro

wn M

oun

ts

Secto

r M

oun

t [S

M 3

02

-3]

6

1-5

/8

1

6

Scala

A

P18-1

900/0

63D

w/

Moun

t P

ipe

230.0

235.0

2

Ante

l B

XA

-70

080/8

CF

w/

Mo

unt

Pip

e

2

1-5

/8

2

3

CS

S

X7C

-FR

O-8

60-V

R0

w/

Moun

t P

ipe

6

Andre

w

HB

XX

-6516D

S-A

2M

w/

Moun

t P

ipe

6

Ericsson

R

RU

S1

2/R

RU

S A

2

2

Ra

yca

p

RH

SD

C-3

315-P

F-4

8

1

Ante

l B

XA

-70

063/8

CF

x2 w

/ M

oun

t P

ipe

12

1-5

/8

1

6

RF

S C

elw

ave

F

D9R

60

04

230.0

1

Cro

wn M

oun

ts

Secto

r M

oun

t [S

M 5

02

-3]

Note

s:

1)

Exis

tin

g E

quip

ment

2)

Reserv

ed E

quip

ment

3)

Equip

ment to

be r

em

oved; not consid

ere

d in

this

analy

sis

. R

evie

wed

For

Cod

e C

ompl

ianc

e

Page 4

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

we

r S

tru

ctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Nu

mb

er

12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

4

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

Tab

le 3

- D

esig

n A

nte

nn

a a

nd

Cab

le I

nfo

rmati

on

Mo

un

tin

g

Lev

el (f

t)

Cen

ter

Lin

e

Ele

vati

on

(f

t)

Nu

mb

er

of

An

ten

na

s

An

ten

na

M

an

ufa

ctu

rer

An

ten

na

Mo

del

Nu

mb

er

of

Feed

L

ines

Feed

L

ine

Siz

e (

in)

300.0

300.0

3

Generic

Sm

art

BT

S P

ane

l 12

2-1

/4

290.0

290.0

2

Generic

8' D

ish w

/ R

adom

e

2

EW

90

283.0

283.0

12

D

ecib

el

DB

87

4

12

2-1

/4

3)

AN

AL

YS

IS P

RO

CE

DU

RE

Tab

le 4

- D

ocu

men

ts P

rov

ided

Do

cu

men

t R

em

ark

s

Refe

ren

ce

S

ou

rce

4-G

EO

TE

CH

NIC

AL R

EP

OR

TS

T

ow

er

Engin

eeri

ng

Pro

fessio

nals

5988

864

C

CIS

ITE

S

4-P

OS

T-M

OD

IFIC

AT

ION

IN

SP

EC

TIO

N

Tow

er

Engin

eeri

ng

Pro

fessio

nals

2737

493

C

CIS

ITE

S

4-P

OS

T-M

OD

IFIC

AT

ION

IN

SP

EC

TIO

N

SG

S,

Inc.

5661

130

C

CIS

ITE

S

4-T

OW

ER

FO

UN

DA

TIO

N

DR

AW

ING

S/D

ES

IGN

/SP

EC

S

Tow

er

Engin

eeri

ng

Pro

fessio

nals

(M

app

ing)

8541

6

CC

ISIT

ES

4-T

OW

ER

MA

NU

FA

CT

UR

ER

D

RA

WIN

GS

/Mappin

g

Rohn /

Tow

er

En

gin

eeri

ng

Pro

fessio

na

ls (

Map

pin

g)

8542

9

CC

ISIT

ES

4-T

OW

ER

RE

INF

OR

CE

ME

NT

D

ES

IGN

/DR

AW

ING

S/D

AT

A

Vert

ica

l S

tructu

res, In

c.

2663

263

C

CIS

ITE

S

4-T

OW

ER

RE

INF

OR

CE

ME

NT

D

ES

IGN

/DR

AW

ING

S/D

AT

A

SS

OE

5460

186

C

CIS

ITE

S

TO

WE

R R

EIN

FO

RC

EM

EN

T

DE

SIG

N/D

RA

WIN

GS

/DA

TA

Jacobs E

ng

ineeri

ng G

rou

p,

Inc.

App

end

ix D

O

n F

ile

3.1

) A

na

lysis

Meth

od

tnxT

ow

er

(vers

ion 7

.0.5

.1),

a c

om

merc

ially

ava

ilable

an

aly

sis

soft

ware

package,

was u

sed t

o c

reate

a

thre

e-d

imensio

nal m

odel of

the t

ow

er

and c

alc

ula

te m

em

ber

str

esses f

or

various lo

adin

g c

ases.

Sele

cte

d o

utp

ut fr

om

the a

naly

sis

is inclu

de

d in A

ppe

ndix

A.

3.2

) A

ssu

mp

tio

ns

1)

Tow

er

an

d s

tructu

res w

ere

built

in a

ccord

ance w

ith t

he

manufa

ctu

rer’s s

pecific

atio

ns.

2)

The tow

er

an

d s

tructu

res h

ave

be

en m

ain

tain

ed in a

ccord

ance w

ith

the

manufa

ctu

rer’s

specific

atio

n.

3)

The c

onfigura

tion o

f an

ten

nas, tr

ansm

issio

n c

able

s, m

ounts

and o

ther

app

urt

en

ances a

re a

s

specifie

d in T

able

s 1

an

d 2

and t

he r

efe

rence

d d

raw

ing

s.

4)

Mod

ific

atio

ns p

er

rein

forc

em

ent dra

win

gs p

repare

d b

y J

acobs E

ngin

eeri

ng G

rou

p (

Pro

ject N

o.

1272

559)

must be insta

lled

for

this

ana

lysis

to b

e v

alid

. 5)

The e

xis

ting p

ad

rein

forc

ing s

tee

l is

unknow

n, th

ere

fore

for

the p

urp

ose o

f th

is a

naly

sis

, th

e

min

imum

code r

equire

d s

teel of

0.1

8%

has b

een a

ssu

med.

T

his

analy

sis

ma

y be a

ffecte

d if

an

y a

ssum

ptions a

re n

ot valid

or

ha

ve b

ee

n m

ade in e

rror.

Jacobs

Eng

ine

erin

g G

roup

, In

c. sh

ould

be

notified t

o d

ete

rmin

e the

eff

ect on the s

tructu

ral in

tegri

ty o

f th

e

tow

er.

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 5

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

uctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

r 12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

5

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

4)

AN

AL

YS

IS R

ES

UL

TS

Tab

le 5

- S

ecti

on

Cap

acit

y (

Su

mm

ary

)

Secti

on

N

o.

Ele

vati

on

(ft

) C

om

po

ne

nt

Typ

e

Siz

e

Cri

tical

Ele

men

t P

(K

) S

F*P

_all

ow

(K

) %

C

ap

acit

y

Pass / F

ail

T1

300 -

280

Leg

RO

HN

2.5

EH

1

-41.9

81

83.2

52

50.4

P

ass

T2

280 -

260

Leg

RO

HN

3 E

H

38

-72.8

44

119.1

17

61.2

P

ass

T3

260 -

256

Leg

RO

HN

3 E

H

74

-82.3

40

119.1

17

69.1

P

ass

T4

256 -

240

Leg

RO

HN

3 E

H

83

-104.3

52

131.3

62

79.4

P

ass

T5

240 -

236

Leg

RO

HN

3 E

H

122

-103.9

40

131.3

62

79.1

P

ass

T6

236 -

232

Leg

RO

HN

3 E

H

134

-102.5

53

131.3

62

78.1

P

ass

T7

232 -

228

Leg

RO

HN

3 E

H

146

-99.1

12

131.3

62

75.4

P

ass

T8

228 -

224

Leg

RO

HN

3 E

H

158

-81.7

70

131.3

62

62.2

P

ass

T9

224 -

220

Leg

RO

HN

3 E

H

171

-85.7

12

134.6

15

63.7

P

ass

T1

0

220 -

200

Leg

RO

HN

3 E

H

180

-80.9

45

119.1

17

68.0

P

ass

T1

1

200 -

180

Leg

RO

HN

3 E

H

213

-81.5

04

119.1

17

68.4

P

ass

T1

2

180 -

160

Leg

RO

HN

3 E

H

246

-82.7

97

119.1

17

69.5

P

ass

T1

3

160 -

140

Leg

RO

HN

3 E

H

279

-93.2

66

119.1

17

78.3

P

ass

T1

4

140 -

120

Leg

RO

HN

3 E

H

312

-93.6

84

119.1

17

78.6

P

ass

T1

5

120 -

100

Leg

RO

HN

3 E

H

343

-85.3

46

119.1

17

71.6

P

ass

T1

6

100 -

80

Leg

RO

HN

3 E

H

376

-104.2

60

119.1

17

87.5

P

ass

T1

7

80 -

60

Leg

RO

HN

3.5

EH

409

-130.4

22

149.9

75

87.0

P

ass

T1

8

60 -

40

Leg

RO

HN

3.5

EH

442

-134.9

45

149.9

75

90.0

P

ass

T1

9

40 -

20

Leg

RO

HN

3.5

EH

475

-131.4

34

149.9

75

87.6

P

ass

T2

0

20 -

8.2

7083

Leg

RO

HN

3.5

EH

510

-109.2

34

150.6

37

72.5

P

ass

T2

1

8.2

7083 -

0

Leg

RO

HN

4 E

H

531

-98.2

20

182.0

86

53.9

P

ass

T1

300 -

280

Dia

gonal

L2x2

x1/4

17

-4.8

70

18.3

70

26.5

56.2

(b)

Pass

T2

280 -

260

Dia

gonal

L2x2

x1/4

63

-8.1

57

18.8

55

43.3

54.6

(b)

Pass

T3

260 -

256

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

78

-4.7

24

8.0

24

58.9

84.2

(b)

Pass

T4

256 -

240

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

115

-4.2

07

7.6

03

55.3

84.0

(b)

Pass

T5

240 -

236

Dia

gonal

L1 1

/2x1 1

/2x1/8

129

-1.6

39

5.2

62

31.1

P

ass

T6

236 -

232

Dia

gonal

L1 1

/2x1 1

/2x1/8

141

-1.9

56

5.2

62

37.2

P

ass

T7

232 -

228

Dia

gonal

L2x2

x1/4

153

-5.3

56

22.4

13

23.9

70.2

(b)

Pass

T8

228 -

224

Dia

gonal

L2x2

x3/1

6

165

-6.9

28

14.7

88

46.8

102.4

(b)

Pass

2

T9

224 -

220

Dia

gonal

L2x2

x3/1

6

176

-5.7

50

14.2

04

40.5

82.6

(b)

Pass

T1

0

220 -

200

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

186

-4.0

13

8.0

24

50.0

85.5

(b)

Pass

T1

1

200 -

180

Dia

gonal

L1 3

/4x1 3

/4x1/4

219

-7.0

43

14.4

45

48.8

83.4

(b)

Pass

T1

2

180 -

160

Dia

gonal

L1 3

/4x1 3

/4x3/1

6

271

-6.2

20

11.1

00

56.0

97.6

(b)

Pass

T1

3

160 -

140

Dia

gonal

L1 1

/2x1 1

/2x1/8

304

-3.0

17

5.5

28

54.6

98.1

(b)

Pass

T1

4

140 -

120

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

316

-2.5

58

8.0

24

31.9

56.1

(b)

Pass

T1

5

120 -

100

Dia

gonal

L1 1

/2x1 1

/2x1/4

349

-5.6

25

10.3

97

54.1

P

ass

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 6

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

uctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

r 12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

6

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

Secti

on

N

o.

Ele

vati

on

(ft

) C

om

po

ne

nt

Typ

e

Siz

e

Cri

tical

Ele

men

t P

(K

) S

F*P

_all

ow

(K

) %

C

ap

acit

y

Pass / F

ail

81.3

(b)

T1

6

100 -

80

Dia

gonal

L1 3

/4x1 3

/4x1/4

403

-6.8

35

14.4

45

47.3

80.8

(b)

Pass

T1

7

80 -

60

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

441

-3.5

32

8.1

07

43.6

81.1

(b)

Pass

T1

8

60 -

40

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

448

-1.6

32

8.1

07

20.1

30.0

(b)

Pass

T1

9

40 -

20

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

481

-3.5

11

8.1

07

43.3

76.0

(b)

Pass

T2

0

20 -

8.2

7083

Dia

gonal

L1 1

/2x1 1

/2x3/1

6

514

-4.8

17

8.1

88

58.8

98.1

(b)

Pass

T2

1

8.2

7083 -

0

Horizonta

l (B

P)

C14.5

x2

x3/1

6

536

0.1

05

110.1

09

9.5

P

ass

T4

256 -

240

Secondary

H

orizonta

l L2x2

x1/4

102

2.1

21

25.5

05

8.3

34.2

(b)

Pass

T5

240 -

236

Secondary

H

orizonta

l L2x2

x1/4

130

-1.8

00

22.9

76

7.8

29.0

(b)

Pass

T6

236 -

232

Secondary

H

orizonta

l L2x2

x1/4

143

-1.7

76

22.9

76

7.7

30.2

(b)

Pass

T7

232 -

228

Secondary

H

orizonta

l L2x2

x1/4

155

4.0

38

25.5

05

15.8

65.1

(b)

Pass

T8

228 -

224

Secondary

H

orizonta

l L2x2

x1/4

168

1.9

29

25.5

05

7.6

31.1

(b)

Pass

T1

300 -

280

To

p G

irt

L1 3

/4x1 3

/4x3/1

6

5

-1.2

66

5.5

21

22.9

P

ass

T2

1

8.2

7083 -

0

To

p G

irt

RO

HN

C33.2

5x2.2

5x3/1

6

533

19.5

39

227.0

53

8.6

P

ass

T2

280 -

260

Bott

om

Girt

L4x2

x1/4

42

2.8

50

40.7

81

7.0

12.3

(b)

Pass

T2

280 -

260

Guy A

@280

3/4

574

24.0

95

34.9

80

68.9

P

ass

Guy A

@280

3/4

582

24.1

88

34.9

80

69.1

P

ass

T9

224 -

220

Guy A

@221

5/8

555

24.0

73

25.4

40

94.6

P

ass

T1

2

180 -

160

Guy A

@180

7/8

549

46.0

06

47.8

20

96.2

P

ass

T1

6

100 -

80

Guy A

@100

3/4

543

35.2

69

34.9

80

100.8

P

ass

2

T2

280 -

260

Guy B

@280

3/4

569

24.0

91

34.9

80

68.9

P

ass

Guy B

@280

3/4

581

24.1

60

34.9

80

69.1

P

ass

T9

224 -

220

Guy B

@221

5/8

554

24.0

70

25.4

40

94.6

P

ass

T1

2

180 -

160

Guy B

@180

7/8

548

45.9

89

47.8

20

96.2

P

ass

T1

6

100 -

80

Guy B

@100

3/4

542

35.2

55

34.9

80

100.8

P

ass

2

T2

280 -

260

Guy C

@280

3/4

556

23.9

38

34.9

80

68.4

P

ass

Guy C

@280

3/4

580

24.2

28

34.9

80

69.3

P

ass

T9

224 -

220

Guy C

@221

5/8

550

24.0

35

25.4

40

94.5

P

ass

T1

2

180 -

160

Guy C

@180

7/8

544

45.9

19

47.8

20

96.0

P

ass

T1

6

100 -

80

Guy C

@100

3/4

538

35.2

55

34.9

80

100.8

P

ass

2

T2

280 -

260

To

p G

uy P

ull-

Off

@280

2L3

x2

x1/4

x3/8

561

21.6

54

65.4

13

33.1

52.7

(b)

Pass

T9

224 -

220

To

p G

uy P

ull-

Off

@221

L3x3

x1/4

553

11.4

22

43.5

09

26.3

103.0

(b)

Pass

2

T1

2

180 -

160

To

p G

uy P

ull-

Off

@180

2L3

x2

x1/4

x3/8

547

18.9

42

63.3

74

29.9

42.5

(b)

Pass

T1

6

100 -

80

To

p G

uy P

ull-

Off

@100

2L3

x2

x1/4

x3/8

541

17.9

74

63.3

74

28.4

40.3

(b)

Pass

T2

280 -

260

Bott

om

Guy P

ull-

Off

@280

2L3

x2

x1/4

x3/8

567

-3.4

53

43.3

47

8.0

P

ass

T2

280 -

260

To

rque A

rm

To

p@

280

RO

HN

2.5

ST

D

559

25.9

99

76.6

82

33.9

53.4

(b)

Pass

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 7

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

we

r S

tru

ctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Nu

mb

er

12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

7

tnxT

ow

er

Re

po

rt -

ve

rsio

n 7

.0.5

.1

Secti

on

N

o.

Ele

vati

on

(ft

) C

om

po

nen

t T

yp

e

Siz

e

Cri

tical

Ele

men

t P

(K

) S

F*P

_all

ow

(K

) %

C

ap

acit

y

Pass / F

ail

T2

280 -

260

Torq

ue A

rm

Bott

om

@280

RO

HN

2.5

ST

D

579

-25.8

28

52.9

49

48.8

53.0

(b)

Pass

S

um

mary

Leg (

T18)

90.0

P

ass

Dia

gonal

(T8)

102.4

P

ass

2

Horizonta

l (T

21)

9.5

P

ass

Secondary

H

orizonta

l (T

7)

65.1

P

ass

Top G

irt

(T1)

22.9

P

ass

Bott

om

Girt

(T2)

12.3

P

ass

Guy A

(T

16)

100.8

P

ass

2

Guy B

(T

16)

100.8

P

ass

2

Guy C

(T

16)

100.8

P

ass

2

Top G

uy

Pull-

Off

(T9)

103.0

P

ass

2

Bott

om

Guy

Pull-

Off

(T2)

8.0

P

ass

Torq

ue A

rm

Top (

T2)

53.4

P

ass

Torq

ue A

rm

Bott

om

(T

2)

53.0

P

ass

Bolt C

hecks

103.0

P

ass

2

Rating =

103.0

P

ass

2

T

ab

le 6

- T

ow

er

Co

mp

on

en

t S

tres

ses v

s.

Cap

acit

y -

LC

4.7

No

tes

C

om

po

nen

t E

lev

ati

on

(ft

) %

Cap

ac

ity

Pas

s / F

ail

1

Base F

ound

ation

Str

uctu

ral

0

24.3

P

ass

1

Base F

ound

ation

Soil

Inte

raction

0

91.8

P

ass

1

Gu

y A

nchor

Found

ation

Str

uctu

ral

0

15.2

P

ass

1

Gu

y A

nchor

Found

ation S

oil

Inte

raction

0

73.1

P

ass

Str

uctu

re R

ati

ng

(m

ax f

rom

all c

om

po

nen

ts)

=

103.0

%2

Note

s:

1)

See a

dditio

nal docum

enta

tion in “

Appendix

C –

Additio

nal C

alc

ula

tions”

for

calc

ula

tions s

upport

ing t

he %

capacity

consum

ed.

2)

Capacitie

s u

p t

o 1

05%

are

consid

ere

d a

ccepta

ble

based o

n a

naly

sis

meth

ods u

sed.

R

evie

wed

For

Cod

e C

ompl

ianc

e

Page 8

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

uctu

ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

r 12

725

59

, A

pplic

ation

352

219

, R

evis

ion

1

Pa

ge

8

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n 7

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) R

eco

mm

en

dati

on

s

T

he tow

er

an

d its

foundatio

n h

ave s

uff

icie

nt ca

pacity t

o c

arr

y th

e e

xis

ting

, pro

posed, a

nd r

eserv

ed

lo

ads o

nce t

he p

ropose

d m

odific

ations h

ave b

een

insta

lled.

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 9

A

ug

ust

03

, 2

016

30

0 F

t G

uyed

To

wer

Str

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ral A

na

lysis

C

CI

BU

No

81

260

7

Pro

ject

Num

be

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725

59

, A

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ation

352

219

, R

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1

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AP

PE

ND

IX A

TN

XT

OW

ER

OU

TP

UT

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 10

Jaco

bs

En

gin

eeri

ng G

rou

p, In

c.

54

49

Be

lls F

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d

Acw

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GA

30

10

2

Phone:

770-7

01-2

500

FA

X:

770-7

01-2

501

Job

: M

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78-0

18

Pro

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U812607_W

O1272559

Clie

nt: C

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Code: T

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O1272559.e

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wg

No. E

-1

3/4

EH

S L

C=257.3

16 ft IT

=10%

R=

240.0

00 f

t

7

/8 E

HS L

C=2

97.6

76 ft

IT

=10%

5

/8 E

HS L

C=324.118

ft I

T=10%

3/4 E

HS LC=365.880 ft IT

=10%

3/4

EHS L

C=365.880 ft I

T=10%

3/4 E

HS LC=366.894 ft

IT=10%

300.0

ft

280.0

ft

260.0

ft

256.0

ft

240.0

ft

236.0

ft

232.0

ft

228.0

ft

224.0

ft

220.0

ft

200.0

ft

180.0

ft

160.0

ft

140.0

ft

120.0

ft

100.0

ft

80.0

ft

60.0

ft

40.0

ft

20.0

ft

8.3

ft

0.0

ft 243 K

(A

xia

l)

3 k

ip-f

t (T

orq

ue)

8 K

132 K

107 K

170

K

ALL R

EA

CT

ION

S A

RE

FA

CT

OR

ED

SectionT1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21

LegsROHN 2.5 EH ROHN 3 EH ROHN 3.5 EH A

Leg GradeA572-50

DiagonalsL2x2x1/4 B C D E B L1 3/4x1 3/4x1/4 F L1 1/2x1 1/2x1/8 B L1 1/2x1 1/2x1/4 L1 3/4x1 3/4x1/4 L1 1/2x1 1/2x3/16 N.A.

Diagonal GradeA36 G A36 N.A.

Top GirtsF N.A. H

Bottom GirtsN.A. L4x2x1/4 N.A.

HorizontalsN.A. I

Sec. HorizontalsN.A. L2x2x1/4 N.A.

Top Guy Pull-OffsN.A. 2L3x2x1/4x3/8 N.A. J N.A. 2L3x2x1/4x3/8 N.A. 2L3x2x1/4x3/8 N.A.

Bot Guy Pull-OffsN.A. 2L3x2x1/4x3/8 N.A.

Face Width (ft)5.04167

# Panels @ (ft)70 @ 4 K L

Weight (K)1.2 2.3 0.2 1.0 0.2 0.2 0.3 0.3 0.3 1.0 1.2 1.2 0.9 1.0 1.1 1.3 1.2 1.2 1.2 0.7 0.9 18.9

PL

AN

R=240.0

00 f

tR

=240.0

00 f

t

R=240.0

00 f

t

R=240.0

00 f

tR

=240.0

00 f

t

R=240.0

00 f

t

R=240.0

00 f

tR

=240.0

00 f

t

R=240.0

00 f

t

R=240.0

00 f

tR

=240.0

00 f

t

R=240.0

00 f

t

R=240.0

00 f

tR

=240.0

00 f

t

R=240.0

00 f

t

Lig

hting

Rod 4

'x5/8

" on 7

' Exte

nsio

n 300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

RR

US

11

300

(2)

RR

US

11

300

RR

US

32 B

66

300

RR

US

32 B

66

300

RR

US

32 B

66

300

DC

6-4

8-6

0-1

8-8

F 300

Secto

r M

ount [S

M 1

303-3

] 300

2"

x 8

' Mount P

ipe

300

2"

x 8

' Mount P

ipe

300

2"

x 8

' Mount P

ipe

300

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

Secto

r M

ount [S

M 3

02-3

] 244

(2)

2"

x 6

' Mount P

ipe

244

(2)

2"

x 6

' Mount P

ipe

244

(2)

2"

x 6

' Mount P

ipe

244

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

BX

A-7

0080/8

CF

w/ M

ount P

ipe

230

BX

A-7

0063/8

CF

x2 w

/ M

ount P

ipe

230

BX

A-7

0080/8

CF

w/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

(2)

RR

US

12/R

RU

S A

2 230

(2)

RR

US

12/R

RU

S A

2 230

(2)

RR

US

12/R

RU

S A

2 230

FD

9R

6004

230

(3)

FD

9R

6004

230

(2)

FD

9R

6004

230

(2)

RH

SD

C-3

315-P

F-4

8 230

Secto

r M

ount [S

M 5

02-3

] 230

Sid

e L

ighting

150

Sid

e L

ighting

150

Sid

e L

ighting

150

DE

SIG

NE

D A

PP

UR

TE

NA

NC

E L

OA

DIN

G

TY

PE

TY

PE

EL

EV

AT

ION

EL

EV

AT

ION

Lig

hting

Rod 4

'x5/8

" on 7

' Exte

nsio

n 300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

SB

NH

H-1

D65C

w/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

741 9

89 w

/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

UM

WD

-06516-2

DH

w/ M

ount P

ipe

300

RR

US

11

300

(2)

RR

US

11

300

RR

US

32 B

66

300

RR

US

32 B

66

300

RR

US

32 B

66

300

DC

6-4

8-6

0-1

8-8

F 300

Secto

r M

ount [S

M 1

303-3

] 300

2"

x 8

' Mount P

ipe

300

2"

x 8

' Mount P

ipe

300

2"

x 8

' Mount P

ipe

300

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

(2)

AP

18-1

900/0

63D

w/ M

ount P

ipe

244

Secto

r M

ount [S

M 3

02-3

] 244

(2)

2"

x 6

' Mount P

ipe

244

(2)

2"

x 6

' Mount P

ipe

244

(2)

2"

x 6

' Mount P

ipe

244

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

(2)

HB

XX

-6516D

S-A

2M

w/ M

ount P

ipe

230

BX

A-7

0080/8

CF

w/ M

ount P

ipe

230

BX

A-7

0063/8

CF

x2 w

/ M

ount P

ipe

230

BX

A-7

0080/8

CF

w/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

X7C

-FR

O-8

60-V

R0 w

/ M

ount P

ipe

230

(2)

RR

US

12/R

RU

S A

2 230

(2)

RR

US

12/R

RU

S A

2 230

(2)

RR

US

12/R

RU

S A

2 230

FD

9R

6004

230

(3)

FD

9R

6004

230

(2)

FD

9R

6004

230

(2)

RH

SD

C-3

315-P

F-4

8 230

Secto

r M

ount [S

M 5

02-3

] 230

Sid

e L

ighting

150

Sid

e L

ighting

150

Sid

e L

ighting

150

SY

MB

OL

LIS

TM

AR

KM

AR

KS

IZE

SIZ

EA

RO

HN

4 E

H

B L1 1

/2x1 1

/2x3/1

6

C L1 1

/2x1 1

/2x1/8

D L2x2x1/4

E L2x2x3/1

6

F L1 3

/4x1 3

/4x3/1

6

G A

572-5

0

H R

OH

N C

33.2

5x2.2

5x3/1

6

I (B

P)

C14.5

x2x3/1

6

J L3x3x1/4

K 3 @

3.9

0972

L 2 @

3.9

6875

MA

TE

RIA

L S

TR

EN

GT

HG

RA

DE

GR

AD

EF

yF

yF

uF

u A

572-5

0 50 k

si

65 k

si

A36

36 k

si

58 k

si

TO

WE

R D

ES

IGN

NO

TE

S1.

Tow

er

is locate

d in B

runsw

ick C

ounty

, N

ort

h C

aro

lina.

2.

Tow

er

desig

ned f

or

Exposure

B t

o t

he T

IA-2

22-G

Sta

ndard

.3.

Tow

er

desig

ned f

or

a 1

35 m

ph b

asic

win

d in a

ccord

ance w

ith t

he T

IA-2

22-G

Sta

ndard

.4.

Deflections a

re b

ased u

pon a

60 m

ph w

ind.

5.

Tow

er

Str

uctu

re C

lass II.

6.

Topogra

phic

Cate

gory

1 w

ith C

rest

Heig

ht

of

0.0

00 f

t7.

TO

WE

R R

AT

ING

: 103%

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 11

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

1 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

T

ow

er

Inp

ut

Da

ta

T

he

mai

n t

ow

er i

s a

3x g

uyed

to

wer

wit

h a

n o

ver

all

hei

gh

t o

f 3

00

.000

ft

abo

ve

the

gro

und

lin

e.

The

bas

e o

f th

e to

wer

is

set

at a

n e

levat

ion o

f 0

.00

0 f

t ab

ove

the

gro

und

lin

e.

The

face

wid

th o

f th

e to

wer

is

5.0

42 f

t at

the

top

and

tap

ered

at

the

bas

e.

This

to

wer

is

des

igned

usi

ng t

he

TIA

-22

2-G

sta

nd

ard

.

The

foll

ow

ing d

esig

n c

rite

ria

app

ly:

T

ow

er i

s lo

cate

d i

n B

runsw

ick

Co

un

ty,

No

rth C

aro

lina.

B

asic

win

d s

pee

d o

f 1

35

mp

h.

S

truct

ure

Cla

ss I

I.

E

xp

osu

re C

atego

ry B

.

T

op

ogra

phic

Cat

ego

ry 1

.

C

rest

Hei

gh

t 0

.00

0 f

t.

D

efle

ctio

ns

calc

ula

ted

usi

ng a

win

d s

pee

d o

f 6

0 m

ph.

P

ress

ure

s ar

e ca

lcula

ted

at

each s

ecti

on.

S

afet

y f

acto

r use

d i

n g

uy d

esig

n i

s 1

.

S

tres

s ra

tio

use

d i

n t

ow

er m

em

ber

des

ign i

s 1

.

L

oca

l b

end

ing s

tress

es d

ue

to c

lim

bin

g l

oad

s, f

eed

lin

e su

pp

ort

s, a

nd

ap

purt

enan

ce m

ou

nts

are

no

t co

nsi

der

ed.

O

pti

on

s

C

on

sid

er M

om

ents

- L

egs

D

istr

ibute

Leg

Load

s A

s U

nif

orm

Use

AS

CE

10

X-B

race

Ly R

ule

s

C

on

sid

er M

om

ents

- H

ori

zon

tals

Ass

um

e L

egs

Pin

ned

√

C

alcu

late

Red

un

dan

t B

raci

ng F

orc

es

C

on

sid

er M

om

ents

- D

iagon

als

√

Ass

um

e R

igid

In

dex

Pla

te

Ig

nore

Red

und

ant

Mem

ber

s in

FE

A

U

se M

om

ent

Mag

nif

icat

ion

√

Use

Cle

ar S

pan

s F

or

Win

d A

rea

√

SR

Leg

Bolt

s R

esis

t C

om

pre

ssio

n

√

Use

Cod

e S

tres

s R

atio

s √

U

se C

lear

Sp

ans

For

KL

/r

A

ll L

eg P

anel

s H

ave

Sam

e A

llo

wab

le

√

Use

Cod

e S

afet

y F

acto

rs -

Gu

ys

√

Ret

ensi

on G

uys

To I

nit

ial

Ten

sion

O

ffse

t G

irt

At

Fou

nd

atio

n

E

scal

ate

Ice

√

Byp

ass

Mas

t S

tabil

ity C

hec

ks

√

Con

sid

er F

eed

Lin

e T

orq

ue

A

lways

Use

Max

Kz

√

Use

Azi

mu

th D

ish

Coef

fici

ents

√

In

clu

de

An

gle

Blo

ck S

hea

r C

hec

k

U

se S

pec

ial

Win

d P

rofi

le

√

Pro

ject

Win

d A

rea

of

Ap

pu

rt.

U

se T

IA-2

22

-G B

raci

ng R

esis

t. E

xem

pti

on

√

Incl

ud

e B

olt

s In

Mem

ber

Cap

acit

y

√

Au

toca

lc T

orq

ue

Arm

Are

as

U

se T

IA-2

22

-G T

ensi

on

Sp

lice

Exem

pti

on

L

eg B

olt

s A

re A

t T

op

Of

Sec

tion

A

dd

IB

C .6

D+

W C

om

bin

atio

n

Pole

s

√

Sec

on

dar

y H

ori

zon

tal

Bra

ces

Leg

√

S

ort

Cap

acit

y R

eport

s B

y C

om

pon

ent

In

clu

de

Sh

ear-

Tors

ion

In

tera

ctio

n

U

se D

iam

ond

In

ner

Bra

cin

g (

4 S

ided

)

Tri

angu

late

Dia

mond

In

ner

Bra

cin

g

A

lways

Use

Su

b-C

riti

cal

Flo

w

S

R M

emb

ers

Hav

e C

ut

End

s

Tre

at F

eed

Lin

e B

und

les

As

Cyli

nd

er

U

se T

op

Mou

nte

d S

ock

ets

S

R M

emb

ers

Are

Con

centr

ic

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 12

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

2 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

Leg B

Guy

B

Leg C

Guy

C

Leg A

Guy A

Face A

Face B

Face C

Co

rner

& S

tarm

ou

nt

Gu

yed

To

wer

Win

d 0

Win

d 9

0

Win

d 1

80

Z

X

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 13

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

3 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

Leg B

Guy B

Leg C

Guy C

Leg A

Guy A

Face A

Face B

Face C

Face G

uy

ed

Win

d 0

Win

d 9

0

Win

d 1

80

Z

X

To

wer

Se

cti

on

Geo

me

try

To

wer

Sec

tion

To

wer

Ele

vati

on

ft

Ass

em

bly

Da

taba

se

Desc

rip

tio

n

Sect

ion

Wid

th

ft

Nu

mb

er

of

Sect

ion

s

Sect

ion

Leng

th

ft

T1

3

00

.00

0-2

80

.00

0

5.0

42

1

20.0

00

T2

2

80

.00

0-2

60

.00

0

5.0

42

1

20.0

00

T3

2

60

.00

0-2

56

.00

0

5.0

42

1

4.0

00

T4

2

56

.00

0-2

40

.00

0

5.0

42

1

16.0

00

T5

2

40

.00

0-2

36

.00

0

5.0

42

1

4.0

00

T6

2

36

.00

0-2

32

.00

0

5.0

42

1

4.0

00

T7

2

32

.00

0-2

28

.00

0

5.0

42

1

4.0

00

T8

2

28

.00

0-2

24

.00

0

5.0

42

1

4.0

00

T9

2

24

.00

0-2

20

.00

0

5.0

42

1

4.0

00

T1

0

220

.00

0-2

00

.00

0

5.0

42

1

20.0

00

T1

1

200

.00

0-1

80

.00

0

5.0

42

1

20.0

00

T1

2

180

.00

0-1

60

.00

0

5.0

42

1

20.0

00

T1

3

160

.00

0-1

40

.00

0

5.0

42

1

20.0

00

T1

4

140

.00

0-1

20

.00

0

5.0

42

1

20.0

00

T1

5

120

.00

0-1

00

.00

0

5.0

42

1

20.0

00

T1

6

100

.00

0-8

0.0

00

5.0

42

1

20.0

00

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 14

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

4 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

To

wer

Sec

tion

To

wer

Ele

vati

on

ft

Ass

em

bly

Da

taba

se

Desc

rip

tio

n

Sect

ion

Wid

th

ft

Nu

mb

er

of

Sect

ion

s

Sect

ion

Leng

th

ft

T1

7

80.0

00

-60

.000

5.0

42

1

20.0

00

T1

8

60.0

00

-40

.000

5.0

42

1

20.0

00

T1

9

40.0

00

-20

.000

5.0

42

1

20.0

00

T2

0

20.0

00

-8.2

71

5.0

42

1

11.7

29

T2

1

8.2

71

-0.0

00

5.0

42

1

8.2

71

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Sec

tion

To

wer

Ele

vati

on

ft

Dia

gona

l

Spa

cin

g

ft

Bra

cin

g

Typ

e

Ha

s

K B

race

End

Pan

els

Ha

s

Ho

rizo

nta

ls

To

p G

irt

Off

set

in

Bo

tto

m G

irt

Off

set

in

T1

3

00

.00

0-2

80

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T2

2

80

.00

0-2

60

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T3

2

60

.00

0-2

56

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T4

2

56

.00

0-2

40

.00

0

4.0

00

X B

race

N

o

Yes

0

.000

0.0

00

T5

2

40

.00

0-2

36

.00

0

4.0

00

X B

race

N

o

Yes

0

.000

0.0

00

T6

2

36

.00

0-2

32

.00

0

4.0

00

X B

race

N

o

Yes

0

.000

0.0

00

T7

2

32

.00

0-2

28

.00

0

4.0

00

X B

race

N

o

Yes

0

.000

0.0

00

T8

2

28

.00

0-2

24

.00

0

4.0

00

X B

race

N

o

Yes

0

.000

0.0

00

T9

2

24

.00

0-2

20

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

0

220

.00

0-2

00

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

1

200

.00

0-1

80

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

2

180

.00

0-1

60

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

3

160

.00

0-1

40

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

4

140

.00

0-1

20

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

5

120

.00

0-1

00

.00

0

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

6

100

.00

0-8

0.0

00

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

7

80.0

00

-60

.000

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

8

60.0

00

-40

.000

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T1

9

40.0

00

-20

.000

4.0

00

X B

race

N

o

No

0.0

00

0.0

00

T2

0

20.0

00

-8.2

71

3.9

10

X B

race

N

o

Yes

0

.000

0.0

00

T2

1

8.2

71

-0.0

00

3.9

69

X B

race

N

o

Yes

4

.000

0.0

00

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Ele

vati

on

ft

Leg

Typ

e

Leg

Siz

e

Leg

Gra

de

Dia

gona

l

Typ

e

Dia

gona

l

Siz

e

Dia

gona

l

Gra

de

T1

300

.00

0-2

80

.00

0

Pip

e R

OH

N 2

.5 E

H

A5

72

-50

(50

ksi

)

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

T2

280

.00

0-2

60

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

T3

260

.00

0-2

56

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T4

256

.00

0-2

40

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T5

240

.00

0-2

36

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x1

/8

A3

6

(36

ksi

)

T6

236

.00

0-2

32

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x1

/8

A3

6

(36

ksi

)

T7

P

ipe

RO

HN

3 E

H

A5

72

-50

Equ

al A

ngle

L

2x2

x1

/4

A5

72

-50

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 15

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

5 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

To

wer

Ele

vati

on

ft

Leg

Typ

e

Leg

Siz

e

Leg

Gra

de

Dia

gona

l

Typ

e

Dia

gona

l

Siz

e

Dia

gona

l

Gra

de

232

.00

0-2

28

.00

0

(50

ksi

) (5

0 k

si)

T8

228

.00

0-2

24

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

2x2

x3

/16

A3

6

(36

ksi

)

T9

224

.00

0-2

20

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

2x2

x3

/16

A3

6

(36

ksi

)

T1

0

220

.00

0-2

00

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T1

1

200

.00

0-1

80

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 3

/4x1 3

/4x1

/4

A3

6

(36

ksi

)

T1

2

180

.00

0-1

60

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 3

/4x1 3

/4x3

/16

A3

6

(36

ksi

)

T1

3

160

.00

0-1

40

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x1

/8

A3

6

(36

ksi

)

T1

4

140

.00

0-1

20

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T1

5

120

.00

0-1

00

.00

0

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x1

/4

A3

6

(36

ksi

)

T1

6

100

.00

0-8

0.0

00

Pip

e R

OH

N 3

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

L

1 3

/4x1 3

/4x1

/4

A3

6

(36

ksi

)

T1

7

80.0

00

-60

.000

Pip

e R

OH

N 3

.5 E

H

A5

72

-50

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T1

8

60.0

00

-40

.000

Pip

e R

OH

N 3

.5 E

H

A5

72

-50

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T1

9

40.0

00

-20

.000

Pip

e R

OH

N 3

.5 E

H

A5

72

-50

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T2

0 2

0.0

00

-8.2

71

Pip

e R

OH

N 3

.5 E

H

A5

72

-50

(50

ksi

)

Equ

al A

ngle

L

1 1

/2x1 1

/2x3

/16

A3

6

(36

ksi

)

T2

1 8

.271

-0.0

00

Pip

e R

OH

N 4

EH

A

57

2-5

0

(50

ksi

)

Equ

al A

ngle

A3

6

(36

ksi

)

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Ele

vati

on

ft

To

p G

irt

Typ

e

To

p G

irt

Siz

e

To

p G

irt

Gra

de

Bo

tto

m G

irt

Typ

e

Bo

tto

m G

irt

Siz

e

Bo

tto

m G

irt

Gra

de

T1

300

.00

0-2

80

.00

0

Equ

al A

ngle

L

1 3

/4x1 3

/4x3

/16

A3

6

(36

ksi

)

Fla

t B

ar

A

36

(36

ksi

)

T2

280

.00

0-2

60

.00

0

Pip

e

A5

72

-50

(50

ksi

)

Sin

gle

An

gle

L

4x2

x1

/4

A3

6

(36

ksi

)

T2

1 8

.271

-0.0

00

Chan

nel

R

OH

N C

33.2

5x2.2

5x3/1

6

A3

6

(36

ksi

)

Chan

nel

(B

P)

C1

4.5

x2

x3/1

6

A3

6

(36

ksi

)

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Ele

vati

on

ft

No.

of

Mid

Gir

ts

Mid

Gir

t

Typ

e

Mid

Gir

t

Siz

e

Mid

Gir

t

Gra

de

Ho

rizo

nta

l

Typ

e

Ho

rizo

nta

l

Siz

e

Ho

rizo

nta

l

Gra

de

T2

1 8

.271

-0.0

00

Non

e F

lat

Bar

A3

6

(36

ksi

)

Chan

nel

(B

P)

C1

4.5

x2

x3/1

6

A3

6

(36

ksi

)

Rev

iew

ed F

or C

ode

Com

plia

nce

Page 16

tt nnxx

TToo

wweerr

Jo

b

Mulb

err

y 4

78-0

18

Pag

e

6 o

f 58

Ja

cob

s E

ng

inee

rin

g G

rou

p,

Inc.

5449

Bell

s F

err

y R

oad

Pro

ject

BU

81

26

07_W

O1272559

Date

10:1

2:3

9 0

8/0

3/1

6

Acw

ort

h, G

A 3

0102

Pho

ne:

770

-701

-25

00

FA

X:

770

-701

-250

1

Cli

en

t

Cro

wn C

astle

D

esig

ned

by

scotta

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Ele

vati

on

ft

Seco

nda

ry

Ho

rizo

nta

l T

ype

Seco

nda

ry H

ori

zonta

l

Siz

e

Seco

nda

ry

Ho

rizo

nta

l

Gra

de

Inner

Bra

cing

Typ

e

Inner

Bra

cing

Siz

e

Inner

Bra

cing

Gra

de

T4

256

.00

0-2

40

.00

0

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

Soli

d R

ound

A

57

2-5

0

(50

ksi

)

T5

240

.00

0-2

36

.00

0

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

Soli

d R

ound

A

57

2-5

0

(50

ksi

)

T6

236

.00

0-2

32

.00

0

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

Soli

d R

ound

A

57

2-5

0

(50

ksi

)

T7

232

.00

0-2

28

.00

0

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

Soli

d R

ound

A

57

2-5

0

(50

ksi

)

T8

228

.00

0-2

24

.00

0

Equ

al A

ngle

L

2x2

x1

/4

A3

6

(36

ksi

)

Soli

d R

ound

A

57

2-5

0

(50

ksi

)

To

wer

Se

cti

on

Geo

me

try (

co

nt’d

)

To

wer

Ele

vati

on

ft

Gu

sset

Are

a

(per

face)

ft2

Gu

sset

Th

ickn

ess

in

Gu

sset

Gra

de

Ad

just

. F

acto

r

Af

Ad

just

.

Fa

ctor

Ar

Weig

ht

Mu

lt.

Do

ub

le A

ng

le

Sti

tch

Bolt

Spa

cin

g

Dia

gona

ls

in

Do

ub

le A

ng

le

Sti

tch

Bolt

Spa

cin

g

Ho

rizo

nta

ls

in

Do

ub

le A

ng

le

Sti

tch

Bolt

Spa

cin

g

Redun

dan

ts

in

T1

300

.00

0-2

80

.0

00

0.0

00

0.2

50

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T2

280

.00

0-2

60

.0

00

0.0

00

0.3

75

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T3

260

.00

0-2

56

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T4

256

.00

0-2

40

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T5

240

.00

0-2

36

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T6

236

.00

0-2

32

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T7

232

.00

0-2

28

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T8

228

.00

0-2

24

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T9

224

.00

0-2

20

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T1

0

220

.00

0-2

00

.0

00

0.0

00

0.1

88

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

T1

1

200

.00

0-1

80

.0

0.0

00

0.2

50

A3

6

(36

ksi

)

1

1

1.0

5

36.0

00

36.0

00

36.0

00

Rev

iew

ed F

or C

ode

Com

plia

nce