Guy-Anchors and Installing Equipment,

7/29/2019 Guy-Anchors and Installing Equipment,

1/18

power-installed

foundations,GuY-anCHors and

installinG equipment


2/18

h y c Chc ch

c g c cc chv v. B h v, cc y c- h y b y .

i cv cc ck-g. o vc c h, h gy ch h gy g... hxc x chh v h

cc y y.f chc cg, g ch , Chc h chv y c c. Ch Chc gy ch y -sion towers. Theyre eld proven,eld respected.

g h 35 y,Chc x c hv c-

- - gy ch

g y y c.Y k Chc h w hy h ch-g. n y c k vg Chc h g v - h y y.

w cg y c h b y gy ch . p

h Chc c h yg y c. Chcg yz y , c cc- h. w h c- h - gy ch y.

Gv y Chc v

D


3/18

y ccg , h Chc -, c-y

system offers attractive benets in thecv b, -. a, -y, v .

Chc - c ,

-g c- y h h cy. sg- gy gy at ve or six perc y, cggy ch -.

i y y ggg v

,y c Chc . thy cy Chc Ky-B , c- v .

Chc gy ch h . Y v b c bc k c vv. u-k cc, Chc ch c b ch hgh h

y. wh cc-. th g cc c, xcv v. t c b c -y, y v

h .

Chc ch ccb cv- cc, h h c-

c . thy vb y -g vc gc.

Y c Chc ch y y ,cg c,ood plains, glacial till,, bg.oc h c, y c c

h g cc

cc. wh y ycc b. Y c Chc zgc h.

th g Chc y- c. Y chv y vb, hhy c c - .

Tower supportmethod that savesdays and dollars

2

C


4/18

Designedfor adaptability

3

cy g h g vg hChc -ch y. th bc -

ch c -hx c g withstand specic load torque. Exten- c c b hch h h c b v h cy h.

m h 35 y ch, -gg, c v g by Chc hv bgh h - -ch . sz gh g c g b-y. avc g, gh h cc chc c-b bh chby.

o g h-

h , bg h. Hgh-gh hx b h - c- c. th h hz h, bg g . Gy ch -g h h gy .

s y gchc ch bk.ug y g,Chc g h b-ch ch ch yspecic soil condition to achieve pre-cb hg gh. Y c y Chc ch g.

B y cb x-c vg h y y, k h g h y -, y .

S


5/18

4

soil classificaTioNs

Tpcal BlwPb Vals Cnt N p

Class Cmmn Sl-Tp Dscptn Glgcal Sl Classfcatn n -lbs. (Nm) ASTM-D1586

0 s h ck, h G, B, mv l n.a. n.a.

1 Vy / c ; Cch, (n-bg gv/ck) 750-1600 60-100+c gv cbb (90-208)

2 Dense ne sand; very hard silts Basil till; boulder clay; caliche; 600-750 45-60 cy (y b ) h ck (78-98)

3 d cy, gv; Gc ; h h, ch, 500-600 35-50h cy g (65-78)

4 Medium dense sandy gravel; very Glacial till; hardpan; marls 400-500 24-40 h cy (52-65)

5 Medium dense coarse sand and sandy Saprolites, residual soils 300-400 14-25gv; vy cy (39-52)

6 Loose to medium dense ne to coarse Dense hydraulic ll; 200-300 7-14sand; rm to stiff clays and silts compacted ll; residual soils (26-39)

**7 Loose ne sand; Alluvium; loess; Flood plain soils; lake clays; 100-200 4-8soft-rm clays; varied clays; ll adobe; gumbo, ll (13-26)

**8 Peat, organic silts; inundated silts, y ash Miscellaneous ll, swamp marsh less than 100 0-5

c. i h h hx, begins to ow around it. Successful,b- chg hc v c c- ch y. wh /ch g, x chc c v b .

frosT, waTer aNd soil

a h kg y

c, h c ch c bv.

i ch hx z , z bhv gy yg hg ccy. Hv,h g h bg, hvyg z b -while the layer housing the helix will z. th c -g h y y, y

ch . s-times anchor jacking or movement h g cc g hc.

i h , h hxshould be at least three to ve feet be- h , v v gy b-g cc h ch.

ach hg ccy c c c. i hx h b v,

ch ccy h b b h b bv h h-x. sch c c c hxccy by ch 50 c g . (a b ydened as the elevation at which thewater will stabilize in an open hole 24h h h .)

Water, draining from ne grain soil un- , c. th -

h c h . ry g hv c c g hy xc h gh.Hv, g c c-g hgh g c c cy y . uchccc, c c bcb v hgh h ch/ y h cy .th h gy hvg b -

cy .effecTive aNchoriNg

th gg c b cg ch y : fieldConditions sHould diCtate tHeSYSTEM USED. The ofce solution,b h b gg yof the site, is subject to eld changes.wh chg cc, c h c h g -. s h b k c- c chg.

soil Types

th y cy c-hv -chv. f g ch cy c c-hv, h h cg -chv.

th g hg chv -chv y b h b-v by v h chccch g, h

c. s c y bclassied as deposited or residual.d hv b h c chc. r byhyc / chc c bk-g ck nely divided structure. Residual soils h.

s c c b cg-z , hycb,occulated, dispersed or composite.uy, h c-

y ccy vh. o, hy y - hck k .

achg b c-c h y -ch b h y-. u ch ccc, h -v ch hx h x bc cc. i hc, g h hx g h , h ch bg

Class 1 soils are difcult to probe consistently and the ASTM blow count may be o questionable value.**It is advisable to install anchors deep enough, by the use o extensions, to penetrate a Class 5 to 6, underlying the Class 7 or 8 soils.


6/18

tb ch hg ccof earth anchors are the result of eldtests in different soils as dened by rec-gz vg c.a c egg t

r sh (see below).dg h ch , c k g cc b-v. i y c ,h h h.

th ch h h gy h h b hg ccy h gy.C* h h h ch. th gy

Chance has a ull feet o anchor testing equipment to helputilities plan their anchoring requirements.

Engineering Test Report

h 2000 (907 kg).th y c hghh h c c g. C hh b h ch hg.

Using a transit, anchor creep is monitored as load is applied tothe installed anchor.

*Creep-measurement o a point on the anchor rod in relation to a xed position on the ground and in line with the direction o pull.

5

deTermiNiNg aNchorholdiNgcapaciTy


7/18

Chc xb c y. ty Hs -hx c 3-ch x-hvy h(7.6c) hch x h z - y b hgh -cyg ccy

. ty tC -g c hh y hc ty Hs x 8-ch (20.3c) g , c-, bg .

applicaTioNs

exb cy cb h hgh b x. Cc - . o b h kg cc, ch h g xgbg, Chc xb . lgh,y c bc bg hv

b by . ech y b c c-cc g bbh h c, h y ch cy b hch c. i y c,- c b g h .

wh cg cc h g v, vb c, v g- cc c h xcv, k vb -b Chc - .

eXTeNdiBlefoUNdaTioNs

F o r D e e P - B e A r i N G

6


8/18

hsl stn

Length, Length, Helx HelxCat. No. t. m Confg., n. Confg., cm

C107-0561 412 1.4 10, 12 25.4, 30.5

C107-0562 412 1.4 12, 14 30.5, 35.6

C107-0564 7 2.1 10, 12, 14 25.4, 30.5, 35.6

C107-0565 612 2.0 12, 14, 14 30.5, 35.6, 35.6

C107-0566 1012 3.2 8, 10, 12, 14 20.3, 25.4, 30.5, 35.6

C107-0567 1012 3.2 10, 12, 14, 14 25.4, 30.5, 35.6, 35.6

C107-0568 1012 3.2 12, 14, 14, 14 30.5, 35.6, 35.6, 35.6

TypehsfoUNdaTioNs

7

T hs

funtnhs extnn

See page 9 or oundation grillages and connections.

hs foUNdaTioN Tool

Tubular tool ts over end of 3-inch pipe(7.6c ) ty Hs . a hghb ch h vg.

ech hgh-gh h gvz-hx c 3-ch x-hvy (7.6c) hch x h z y b . Hs c h c h c-tered. Various lead congurations and exten-sions allow exibility in event of unexpectedb-c c.

coNNecTioN

ty Hs c x ccby b cg. t y vb. o cc h l-s by . th b cc c. thh cc hck

Chc adjust-a-Grip gy. oh c cc c b b-c .

11,000 t.-lb. (15,000Nm) Torque Capacity

hsextnn

Helx HelxCat. No. Length, t. Length, m Confg., n. Confg., cm

C107-0577 4 1.2 14 35.6

C107-0579 7 2.1 14, 14 35.6, 35.6

C107-0573 312 1.1 n n

C107-0574 5 1.5 None None

C107-0575 7 2.1 n n

Catalog No. Weght, lb. Weght, kg

C303-0754 15 7

gu Tntn at

ct N. c1110046


9/18

8

Catalg N. Wght, lb. Wght, kg

C303-0594 38 17

t/C f hvgvz c x 8-ch (20.3c) g -, c . sg 9 z c hprovide exibility in joining foundation c. a cv c k h tC f.

coNNecTioN

ty tC b cc by bc h h -hx c ch h x- c. f g- -, vb.B-C ( cc h b

similar means to t the superstructure) sb ag (g h x- cvy). f - -, cc c h c ch cv cc c gg (Chc t q g cloads which can be eld welded orb ).

i c c h B C m Ggg. th B C v 1.4 inches (3.5cm) of horizontal. i g, gg 2 from a 10 batter on each element.G cc cc -vide considerable exibility in settingh sb ag cv chb h cvy.

See page 9 or oundation grillages and connections.

TC Fndatn

Tc foUNdaTioN Tool

th c h v h h b h h c tC -

ch c x. ey- ch- ck chg x.


C107-0656 3 0.9 14, 14 35.6, 35.6

C107-0657 5 1.5 14, 14 35.6, 35.6

C107-0658 7 2.1 14, 14 35.6, 35.6

C107-0659 10 3.0 14, 14 35.6, 35.6

Tcextnn stn (8n/20.3

11,000 t.-lb. (15,000Nm) Torque Capacity

Tcl stn (3n/7.6


C107-0666 5 1.5 10, 14 25.4, 35.6

C107-0667 7 2.1 8, 10, 14 20.3, 25.4, 35.6

C107-0668 7 2.1 10, 12, 14 25.4, 30.5, 35.6

C107-0669 10 3.0 8, 10, 12, 14 20.3, 25.4, 30.5, 35.6

C107-0670 10 3.0 10, 12, 14, 14 25.4, 30.5, 35.6, 35.6

TypeTcfoUNdaTioNs


10/18

Tpd Gllag

Qadpd Gllag

Stb Angl

9

C107-0004 Adapter for 8 Pipe (20.3cm)

Note: Grillages available on a made-to-order basis.

Quu g

Max. Cmpssv Lad

Catalg N. Dscptn KiPS kgT107-030303 Quadrupod to t on 3 Pipe (7.6cm) 350 158,800

T g

Max. Cmpssv LadCatalg N. Dscptn KiPS kg

C107-000203 Tripod to t on 3 Pipe (7.6cm) 125 56,700

C107-001903 Tripod to t on 3 Pipe (7.6cm) 150 68,000C107-019203 Tripod to t on 3 Pipe (7.6cm) 200 90,700

T107-027803 Tripod to t on 3 Pipe (7.6cm) 250 113,400

C107-000208 Tripod with (3) 8 Pipe Adapters (20.3cm) 125 56,700




foUNdaTioN grillages&coNNecTioNs


11/18

ssaNchor Tool

sQUare shafT ssaNchors

orderiNgiNformaTioN

For HeAVy-GuyiNG APPLiCATioNS

tyc kg 5,500 .-b. (7,500n)u gh 70,000 b. (32,000 kg)

Note: Ultimate tension capacity may be limited to soil strength whichcould be less than 70,000 lbs. (32,000 kg)

th c b ch c, b cc h Ky-B a (sShaft) SS anchors. Each comes complete with bolts, nuts,ckh, b c ck.

SS-ANCHorTooL

for torques up to 15,000 ft. -lbs. (20 ,300Nm)B Cc: v 11

16 holes (1.7cm) on 75

8 B.C. (19.4cm)

for torques up to 10,000 ft. -lbs. (13 ,600Nm)B Cc: x 9


4 B.C. (13.3cm)

Cat. No. Descrpton Weght, lbs. Weght, kg

C303-0195 ss175 dv t 18 8

C303-0201 SS200 Drive Tool 30 14

C303-0202 SS225 Drive Tool 30 14

Catalg N. Lngth, t. Lngth, m Hlx Cnfg., n. Hlx Cnfg., cm

PO12642-AE 3 0.9 8, 10 20.3, 25.4

PO12642-EJ 312 1.1 10, 12 25.4, 30.5

PO12642-AEJ 512 1.7 8, 10, 12 20.3, 25.4, 30.5

PO12642-EJN 7 2.1 10, 12, 14 25.4, 30.5, 35.6

PO12642-AEJN 1012 3.2 8, 10, 12, 14 20.3, 25.4, 30.5, 35.6

PO12642-EJNS 102 3.2 10, 12, 14, 14 25.4, 30.5, 35.6, 35.6

l stn

Catalg N. Nmnal Lngth, t. Nmnal Lngth, m Std. Pkg./Pallt

12655 312 1.1 1/50

12656 5 1.5 1/50

12657 7 2.1 1/50

12658 10 3.0 1/50

Extensions with helices are available. Contact your Chance representative or inormation.

extnn

Catalg N. Dscptn Std. Pkg./Pallt

C102-0023 tHimBleYe 5/175

C102-0024 twineYe 5/250

C102-0025 tripleYe 5/250

C102-0026 th s 5/130

C102-0041 Ovaleye 5/200

gu at a 112 . (0.5) gh

gu at extnn l s


639001 ss5/ss150 dv t 7 3

1010

s-sh ss -hx c ch g hvy-gy g. t, h hc -c- h ( g 11 hgh-ghss ch). ech hx c y ch c hg ccy.ex h y b c h hxc h h to put the helices into rm anchoring soil. The hx b b h 5hx h . ss c chc h gvz c: h c, x h,hch c g cg, hgy . th x gy c hgh-ghb .


12/18

F o r H e A V y T e N S i o N L o A D

tHimBleYe a

twineYe a

tripleYe a

ovy a

th a

Ch shck

Tntn at

*T110-0352 includes two nuts.

L3

ss 150

ct N. l3 (n.) l3 () l4 (n.)

C102-0023 17 43.2

C102-0024 17 43.2

C102-0025 17 43.2

C110-0041 17 43.2

C110-0026 20 50.8 1312

C110-0454

ss 175

ct N. l3 (n.) l3 () l4 (n.)

T110-0311 17 43.2

T110-0465 17 43.2

T110-0352* 48 121.9 36

T110-0134 658

116.8

ss 200

ct N. l3 (n.) l3 ()

T110-0312 17 43.2

C110-0557 814

21.0

ss 225

ct N. l3 (n.) l3 ()

C110-0558 9 22.9

L3

cn sk Tripleyecn sk

11

extnn

Helx Confguraton SS 150 SS 175 SS 200 SS 225

Catalog No. L2 (n.) L2 (cm) Catalog No. L2 (n.) L2 (cm) Catalog No. L2 (n.) L2 (cm) Catalog No. L2 (n.) L2 (cm)

None C110-0388 37 94.0 C110-0136 37 94.0 C110-0563 37 94.0 C110-0645 40 101.6

None C110-0470 59 149.9 C110-0137 59 149.9 C110-0564 58 147.3 C110-0646 60 152.4

None C110-0389 80 203.2 C110-0138 80 03.2 C110-0565 80 203.2 C110-0647 80 203.2

None C110-0440 122 309.9 C110-0140 124 315.0 C110-0566 123 312.4

Single 14 helix C110-0471 48 121.9 C110-0472 48 121.9 C110-0577 45 114.3 C110-0650 39 99.1

Twin 14 helices C110-0454 80 203.2 C110-0450 80 203.2 C110-0581 80 203.2 C110-0652 78 198.1

Three 14 helices C110-0475 123 312.4 C110-0476 124 315.0 C110-0586 123 312.4

l stn

Helx Confguraton SS 150 SS 175 SS 200 SS 225

Catalog No. L1 (n.) L1 (cm) Catalog No. L1 (n.) L1 (cm) Catalog No. L1 (n.) L1 (cm) Catalog No. L1 (n.) L1 (cm)

8 & 10 C110-0385 30 76.2 C110-0227 30 76.2

6, 8 & 10 C110-0569 60 152.4 C110-0543 54 137.2

8, 10 & 12 C110-0385 57 144.8 C110-0235 60 152.4 C110-0570 60 152.4 C110-0544 75 190.514, 14 & 14 C110-0385 120 304.8 C110-0505 124 315.0 C110-0572 122 309.9 C110-0545 114 289.6

8, 10, 12 & 14 C110-0385 120 304.8 C110-0247 124 315.0 C110-0573 122 309.9 C114-0189 115 292.1

rtn

Mechancal SS 150 SS 175 SS 200 SS 225Propertes 1.50 Square Shat 1.75 Square Shat 2.00 Square Shat 2.25 Square Shat

mx. i. t 7,000 .-b. (9,500n) 10,000 .-b. (13,600n) 15,000 .-b. (20,300n) 20,000 .-b. (27,100n)

Min. Ultimate 70,000 lbs. (32,000 kg) 100,000 lbs. (45,400 kg) 150,000 lbs. (68,400 kg) 200,000 lbs. (90,700 kg)t sgh

ThimBleye

at

L3

TwiNeye

at

L3

Tripleye

at

L3

oat

L3

T

at

L3

L4

T hxextnn

L2

sn hxextnn

L2

L2

extnn

l stn

L1

l stn

L1

high sTreNgTh ssaNchors


13/18

geNeral coNsideraTioNs

t c ch-gequipment, rst consider two basicrequirements: Sufcient torque capac-

ity and sufcient ground clearance at h. oh c h vvc c: m-hg cby, vh cc, by (c- v. c- tracked vs. wheeled vs. oating).

For the requirements on a specic job, c h chcc bc y -gchy. G-h xc c v -

g g: cack, Hghy, Hgh, iCe, sg,tx w. ac-h y h

h b hch cb h h b: c ac, C,d, tc wx.

scy g c-y ch by chhyc bckh, h h c h --g g. th g v

other features for rugged eld condi-:

pc y g bearings in oil-lled, sealedgc;

Hvy-y hg bg;

Bckh bck h -g v v-hg c;

Heavy-duty bail ange mounted togc hg v bc-hg ;

t h y cch g h ggg.

H b hwith torque heads. For hydraulic ow h 20 g (76 /.), 34 h (1.9c h) c-mended. For ow rates of 20 gpm (76

hydraUlic, vehiclemoUNTed

6,000 fT.lB. (8,100N) 12,000 fT.lB. (16,000N)

TorQUe raTiNgs

/.) b, 12 hose (1.3cmh) y b . sv v h.Thread size is 1-1112 NPSM (Na- p sgh mchc).

12

aNchor/foUNdaTioN TorQUe head

iNsTalliNg eQUipmeNT


14/18

13

outut Tqu . pu outut s . f

aNchor/foUNdaTioN TorQUe head, coNTiNUed

*muntn Bkt

an/funtn Tqu h

Caag rnning t rnning t fw sd W. W. Dimnin (in., cm)

Nm .-. Nm gm m . kg A b C D e f

C3030927 6,000 @ 2,400 psi 8,100 @ 165 BARS 40 39 246 112 1.5 3.81 29.5 74.9 10.7 27.2 13 33.0 11.4 28.9 2.5 6.4

C3030928 11,500 @ 2,400 psi 15,600 @ 165 BARS 40 20 246 112 1.5 3.81 29.5 74.9 10.7 27.2 13 33.0 11.4 28.9 2.5 6.4

Bkt

dtn

6K & 11.5K ft.-lb. Eskridge

3.5K ft.-lb. Eskridge





Bk

Bn N

Case

Case

JCB

JCB

John Deere

John Deere

*a

10.1

10.1

7.00

7.00

8.18

8.18

B

1.5

1.0

1.5

1.0

1.5

1.0

dnn, n ct

Nub

C3030969

C3030970

C3030971

C3030972

C3030973

C3030974

*Bracket accepts boom up to 10.2" wide (1.75" dia. pin).For booms 7" & 8.18" wide, 2 spacer bushings supplied. Other bushings available for backhoes not listed.


15/18

KellyBar adapTers

Ky-B a c b, , ck-h, b c ck.

BolTcircle adapTers

th c b b hvg cb b cc.a C303-0115 y b cc hvg 514 bolt circles(13.3c), x h bh hv h. a t303-0166 - h cc h 514 bolt circle (13.3cm) to one with a 758bolt circle (19.4cm).

Catalog No. Kelly-Bar Sze, in. Kelly-Bar Sze, cm

p630011Hd 212 Hex 6.4 Hex

p630012Hd 212 Hex 6.7 Hex

BolTcircle adapTer

KellyBar

adapTer

For TorQueS uP To 10,000 FT.-LBS. (13,600 Nm)

B Cc: x 916

holes (1.4 cm) on 514 B.C. (13.3 cm)

Catalog No. Kelly-Bar Sze, in. Kelly-Bar Sze, cm

C303-0936 212 Hex 6.4 Hex

C303-0937 258 Hex 6.7 Hex

C303-0940 3 Hex 7.6 Hex

C303-0955 212 Square 6.4 Square

C303-0958 3 Square 7.6 Square


B Cc: v 1116

holes (1.7 cm) on 758 B.C. (19.4 cm)

For TorQueS uP To 10,000 FT. -LBS.

Catalog No. Descrpton Wt., lbs. Wt., kg

C303-0115 a h 514 bolt circles (13.3cm) 11 5 x 12 x 114 bolts (1.3cm x 3.2cm) and lockwashers

t303-0166 a h 514 bolt circle (13.3cm) and 18 8 758 (19.4cm) bolt circle with six 58 x 112 bolts

(1.6 c x 3.8 c b) ckh

14

KellyBar adapTers

BolT circle adapTers


16/18

sHeAr pIN torque INDICAtor

wh h t ic, c -ch c b -- v hch gv -

v c h hg ccy h ch y y . th v xcv g h ch hch cc g h ch g. By cg h ccb h h , h h c h v h c bc wheeling to prevent the anchor from

bg v . ech h v 500 .-b. (6,800n).

th t ic g g Chc y pisa, ss,

rr f ach ccy g 10,000 .-b. (13,600n). i ch cy b h Ky-B a h v ck.th c v 12 bolts(1.3c) ckh h 514 b cc (13.3c) ch-.

shear piN TorQUe iNdicaTor

iNDiCATeS CorreCT ANCHor DePTH

aNchor

iNsTalliNg

sysTem

For TorQueS uP To 10,000 FT.-LBS. (13,600Nm)

15

Catalg N. Dscptn Wght, lbs. Wght, kgs

C303-0044 Torque Indicator 54 24

C303-0045 One Carton of Shear Pins 50 23(ax. 1700 )


17/18

Type hs foUNdaTioN Tool

Tubular tool ts over foundation shaft and throughpins secure the tool toh h vg c b ch c, b cc, 15,000 .-b. Ky-B a. th c x 58 bolts

(1.6c), ckh.

TcfoUNdaTioNTool

th h v h h b h h c tC

c x. ey- ch ck chg x. th tC v c b ch c, b cc Ky-B a.

For torques up to 10,000 t.-lbs. (13,600Nm), drive tool has six916 (1.4cm) holes on a514 (13.3cm) bolt circle. For torques up to 15,000 t.-lbs. (20,300Nm), drive tool has six1116 (1.7cm) holes on a 758 (19.4cm) bolt circle. Includes six 58 (1.6cm) bolts and lockwashers.

For TorQueS uP To 15,000 FT. -LBS.B Cc: x 11


8 B.C. (19.4cm)

ss aNchor Tool


B Cc: v 1116

holes (1.7cm) on 758 B.C. (19.4cm)

Cat. No. Descrpton Weght, lbs Weght, kg

C303-0195 ss175 dv t 18 8

C303-0201 SS200 Drive Tool 30 14

C303-0202 SS225 Drive Tool 30 14

Catalg N. Dscptn Wght, lbs. Wght, kg

C303-0594 HS Drive Tool 38 17

Catalg N. Dscptn Wght lbs. Wght, kg

C303-0754 HS Drive Tool 15 7

ss aNchor Tool

hs aNd Tc foUNdaTioN Tools

16

Type hsfoUNdaTioNTool

TcfoUNdaTioNTool

ss aNchor Tool

th c b ch c, b cc h Ky-B a (sShaft) SS anchors. Each comes complete with bolts, nuts,ckh, b c ck.


B Cc: x 916

holes (1.4cm) on 514 B.C. (13.3cm)


639001 ss5/ss150 dv t 7 3


18/18

BecauseHubbellhasapolicyofcontinuousproductimprovement,wereservetherighttochangedesignandspecicationswithoutnoB ll ti 01 9707 R 5/09 C i ht 2007 & 2009 P i t d i

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Guy-Anchors and Installing Equipment,