ROHN SSV TOWERS, Combined by ROHN Products, LLC

SELF-SUPPORTING TOWERS

S TA N D A R D G - S E R I E S S E L F - S U P P O R T I N G

G-SERIES

SELF-SUPPORTING

includes

REV. F & REV. G

GENERAL USE The self-supporting G-Series towers offer an easy, low-cost solution to get light weight antennas in the air quickly. By using the G-Series tower as a self-supporting structure, you minimize land area usage. They are functional in a wide variety of wind speeds. See ROHN’s standard designs to help identify the right structure for your project. These are the same sturdy, robust tower sections that ROHN has fabricated for years. Each larger model allows for more loading capacity.

FEATURES • Completely hot-dip galvanized after fabrication • Cross bracing is formed by a continuous solid

rod bracing fashioned into a zig-zag pattern for strength • Pre-engineered loading charts meet varying individual specs and site conditions • Typical uses include: small dishes, broadband, security and two-way communication • All towers have ‘fixed’ bases

KITS The kit part numbers for ROHN Self-Supporting G-Series towers include:

Typical Self-Supporting 25G, 45G and 55G Tower

Typical Self-Supporting 45GSR and 65G Tower

• Short base for embedment in concrete • Rev F ground kit • All tower sections and connection hardware • Tapered top (25G and 45G towers) • Top plate (55G towers) • Cap plate kit (65G towers)

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please see page 209 for ordering information.

166

Note: Antenna areas, ft. 2 , assume all round antenna members.

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SELF-SUPPORTING TOWERS

3-Second Gust

3-Second Gust 3-Second Gust

90 MPH 3-Second Gust Wind Speed 65G 45G 55G 45GSR Height EPA EPA EPA EPA EPA Part No. Part No. Part No. Part No. Part No. Exp. C Exp. B Exp.BExp.C Exp. B Exp.C Exp. B Exp. C Exp.B Exp.C 10’ 26.8 21.3 25SS010 60.0 47.5 45SS010 95 84 45SR010 80 79 55SS010 95 95 65SS010 20’ 18.5 13.4 25SS020 31.3 22.7 45SS020 95 71 45SR020 56 42 55SS020 95 95 65SS020 30’ 7.9 4.1 25SS030 16.1 8.4 45SS030 87 58 45SR030 34 21 55SS030 95 71 65SS030 35‘ 4.4 1.2 25SS035 9.8 3.8 45SS035 76 52 45SR035 25 14 55SS035 80 54 65SS035 40’ - 45SS040 60 40 45SR040 17 1.3 - 25SS040 4.9 8 55SS040 62 41 65SS040 45‘ 11 45SR045 48 31 0.7 45SS045 3 55SS045 48 30 65SS045 50’ 38 23 45SR050 5 - 55SS050 37 21 65SS050 55‘ 28 14 65SS055 29 16 45SR055 60’ 20 7 65SS060 22 11 45SR060 25G

25G Height 10’ 20’ 30’ 35‘ 40’ 45‘ 50’ 55‘ 60’

100 MPH 3-Second Gust Wind Speed 45G 45GSR

55G

65G

EPA EPA EPA EPA EPA Part No. Part No. Part No. Part No. Part No. Exp.B Exp.C Exp.B Exp.C Exp.B Exp.C Exp.BExp.C Exp.B Exp.C 20.7 16.4 25SS010 47.4 39.5 45SS010 82 66 45SR010 78 63 55SS010 95 95 65SS010 14.0 9.9 25SS020 23.2 16.9 45SS020 74 55 45SR020 43 32 55SS020 95 95 65SS020 5.3 2.2 25SS030 9.7 4.8 45SS030 66 43 45SR030 24 14 55SS030 81 55 65SS030 8 55SS035 61 40 65SS035 2.1 - 25SS035 5.1 0.7 45SS035 59 38 45SR035 17 3 55SS040 47 29 65SS040 1.2 - 45SS040 46 30 45SR040 10 - 55SS045 35 20 65SS045 35 22 45SR045 5 27 15 45SR050 26 13 65SS050 9 45SR055 20 17 6 65SS055 4 45SR060 13 11 1 65SS060

NO ICE

110 MPH 100 MPH 90 MPH

G SERIES R E V. G E F F E C T I V E P R O J E C T E D A R E A ( S Q . F T . )

110 MPH 3-Second Gust Wind Speed 55G 45G 65G 45GSR Height EPA EPA EPA EPA EPA Part No. Part No. Part No. Part No. Part No. Exp.B Exp.C Exp.B Exp.C Exp.B Exp.C Exp.B Exp.C Exp.B Exp.C 10’ 16.5 12.7 25SS010 39.4 31.9 45SS010 67 53 45SR010 63 51 55SS010 95 95 65SS010 20’ 10.6 7.2 25SS020 18.3 12.3 45SS020 59 43 45SR020 34 25 55SS020 95 81 65SS020 3.1 0.4 25SS030 6.5 1.9 45SS030 51 32 45SR030 17 30’ 9 55SS030 65 43 65SS030 35‘ 1.7 - 45SS035 45 27 45SR035 11 4 55SS035 48 30 65SS035 40’ - 55SS040 35 21 65SS040 35 22 45SR040 5 45‘ 25 13 65SS045 26 15 45SR045 50’ 17 19 9 45SR050 7 65SS050 55‘ 10 13 4 45SR055 - 65SS055 60’ 4 7 - 45SR060 - 65SS060 25G

Note: Antenna areas, ft. 2 , assume all round antenna members.

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SELF-SUPPORTING TOWERS

S E L F - S U P P O R T I N G G - S E R I E S F O U N D AT I O N S 6” min. projection above the finished concrete

Tower Section or Short Base Section

6”

Grade

CONCRETE BASE PLATE WITH ANCHORS 25GSSB

4’

2” min. projection required for proper drainage

6”

Compacted Sand & Gravel Drainage Bed - not required for 45GSR

#7 Bars 12” on Center Each Way

FOR USE WITH SELF-SUPPORTING 25G TOWERS. ALTERNATIVE TO USING SHORT BASE. BASE BOLTS & TEMPLATE MUST BE ORDERED SEPARATELY.

BASE BOLTS & TEMPLATE KH8175A FOR USE WITH 25GSSB IN SELF-SUPPORTING 25G TOWER APPLICATIONS. KIT INCLUDES (1) TEMPLATE & (4) BASE BOLTS.

ELEVATION VIEW 25G (shown), 45G & 55G SELF-SUPPORTING TOWER FOUNDATION CL

Tower Axis & Center of Pad CL

W (Square)

Tower

Mat Width (W)

Concrete Volume (Cu. Yds.)

25G

4’ - 0”

2.4

45G

5’ - 3”

4.1

55G

6’ - 0”

5.3

45GSR 65G

7’ - 9”

8.9

PLAN VIEW

2” min. projection above the finished concrete

Grade

6”

6” 4’

0” to 3”

ELEVATION VIEW 45GSR SELF-SUPPORTING TOWER FOUNDATION

Grade

4’ #7 Bars 12” on Center Each Way, Top & Bottom

2” Min.

ELEVATION VIEW 65G SELF-SUPPORTING TOWER FOUNDATION

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SELF-SUPPORTING TOWERS

SELF-SUPPORTING G-SERIES DESIGN NOTES 1. Tower designs are in accordance with approved national standard ANSI/EIA-222-F and ANSI/TIA-222G, Structure Class I, Exposures B and C, Topographic Category I. 2. All towers must have “fixed” bases. Pinned bases may not be used. 3. Designs assume transmission lines symmetrically placed as follows: 25G Tower - One 5/8” Line on each face (Total =3) 45G Tower - One 7/8” Line and one 1/2“ line on each face (Total = 3 @ 7/8” & 3 @ 1/2”) 55G & 65G Towers - Two 7/8” Lines on each face (Total =6) 4. Antennas and mounts assumed symmetrically placed at tower apex. 5. Rev F tabulated allowable antenna areas assume all round antenna members. 6. Allowable flat-plate antenna areas, based on EIA RS-222-C, may be obtained by multiplying Rev. F Antenna areas shown by 0.6. 7. Standard foundation designs are based on Rev. F normal soil and Rev. G presumptive clay soil parameters. Refer to pages 147-153 for General Installation and Foundation Notes.

170

NOTES

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SELF-SUPPORTING TOWERS

STANDARD 65G SELF-SUPPORTING CAMERA TOWERS (all-welded) R E V. G : 1 1 0 M P H 3 - S E C G U S T W I N D S P E E D ( N O I C E ) , 40 MPH 3-SEC GUST WIND SPEED (3/4” ICE), C L A S S I I , E X P O S U R E C , T O P O C AT E G O R Y 1 S E I S M I C C O E F F I C I E N T SS < _ 1.0

24 1/4” Face Width (TYP)

Tower Height

Max. Tip Deflection at 60 MPH

10’

0.10”

20’

0.10“

30’

0.40”

40’

1.00“

50’

1.80”

Standard 65G Section (TYP)

ALL WELDED

Maximum Load at Top Tower Heights 10’ - 40’ 50’

EPA No Ice 14.5 ft.2 7.0 ft.2

EPA With Ice 29.0 ft.2 14.0 ft.2

50’

40’

30’

20’

10’

65SS010CT 328 lbs.*

65SS020CT

65SS030CT

65SS040CT

5’-0” Square 3.7 cu. yds. concrete

6’-0” Square 5.3 cu. yds. concrete

7’-3” Square 7.8 cu. yds. concrete

502 lbs.*

695 lbs.*

868 lbs.*

65SS050CT 1061 lbs.*

* Tower Weight

4’-9” Square 3.3 cu. yds. concrete

8’-0” Square 9.5 cu. yds. concrete

Includes short base section, tower sections, Rev G grounding material and 3/16” top mounting plate with attachment hardware. Per Rev. G requirements, any structure greater than 10’ requires a climber safety device. Please see page 173 for ordering information.

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SELF-SUPPORTING TOWERS

65G CAMERA TOWERS S TA N D A R D F O U N D AT I O N D E TA I L S W/2

6”

2” Min. Grade

Tower Axis

W/2 “W” Square

1’ - 2” CL

1’ - 9”

3’ - 6”

6” of Compacted Sand & Gravel for Drainage

2” Min.

2’-1/4”

#7 Horizontal Bars 12” O.C. Each Way (Top & Bottom)

See tower elevation page for “W” dimension.

ACCESSORIES

SAFETY CABLE SYSTEM TT05065 FITS ALL TOWER HEIGHTS

CLIMBING HARNESS TTFBH-4D ANTI-CLIMB PANELS VW915A ORDERED SEPARATELY

JOURNEYMAN HARNESS

TTFBH-C/P

SAFETY CABLE SLIDER WITH CARABINEER TT-WG-500-W/SMC

PROFESSIONAL HARNESS

GENERAL NOTES 1. Tower designs are in accordance with ANSI/TIA/222-G. 2. Camera and mount assumed symmetrically placed at tower top. 3. Tower design assumes one 7/8” line on each tower face. 4. Assembly drawings and standard foundation details are provided with the tower. 5. Standard foundation illustrated is for general information only and is based on Rev G presumptive clay soil parameters.

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SELF-SUPPORTING TOWERS

STANDARD VG SELF-SUPPORTING CAMERA TOWERS (field bolted) R E V. G : 1 1 0 M P H 3 - S E C G U S T W I N D S P E E D ( N O I C E ) , 40 MPH 3-SEC GUST WIND SPEED (3/4” ICE), C L A S S I I , E X P O S U R E C , T O P O C AT E G O R Y 1 S E I S M I C C O E F F I C I E N T SS < _ 1.0

KNOCKED DOWN

Tower Max. Tip Deflection Height at 60 MPH 10’

0.10”

20’

0.10“

30’

0.20”

40’

0.70“

50’

1.30”

30” Face Width (TYP)

2 3/8” O.D. Tubular Legs (TYP)

Maximum Load at Top Tower Heights 10’ - 40’ 50’

EPA No Ice 14.5 ft.2 7.0 ft.2

1 1/2” x 1/8” Angle Bracing (TYP)

EPA With Ice 29.0 ft.2 14.0 ft.2 50’

40’

30’

20’

10’

VG010CT 500 lbs.*

VG020CT 735 lbs.*

VG030CT

VG040CT

VG050CT

6’-0” Square 5.3 cu. yds. concrete

7’-3” Square 7.8 cu. yds. concrete

8’-0” Square 9.5 cu. yds. concrete

1016 lbs.*

1251 lbs.*

* Tower Weight

5’-0” Square 3.7 cu. yds. concrete

5’-6” Square 4.5 cu. yds. concrete

1531 lbs.*

Includes anchor bolts, templates, tower sections, Rev G grounding material, 1/2” top mounting plate with attachment hardware and step bolts. Per Rev. G requriements, any structure greater than 10’ requires a climber safety device. See page 175 for ordering information.

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SELF-SUPPORTING TOWERS

VG CAMERA TOWERS S TA N D A R D F O U N D AT I O N D E TA I L S

W/2

Anchor Bolts Tower Axis

See Anchor Bolt layout provided with tower prior to placing concrete.

6”

W/2 “W” Square

Grade 14” 21”

3’ - 6”

2’- 6” #7 Horizontal Bars 12” O.C. Each Way (Top & Bottom)

See tower elevation page for “W” dimensions.

ACCESSORIES

SAFETY CABLE SYSTEM TT050SSL FITS ALL TOWER HEIGHTS

CLIMBING HARNESS TTFBH-4D ANTI-CLIMB PANELS VW917A ORDERED SEPARATELY

JOURNEYMAN HARNESS

TTFBH-C/P

SAFETY CABLE SLIDER WITH CARABINEER TT-WG-500-W/SMC

PROFESSIONAL HARNESS

Refer to pages 147-153 for Foundation General Notes.

175

SELF-SUPPORTING TOWERS - RSL

STANDARD RSL SELF-SUPPORTING TOWERS (field bolted) Top Mount

RSL

18” R1

Nominal face width

10’

21” R2

GENERAL USE

10’

25” R3

10’

28” R4

10’

32” R5

10’

35” R6

10’

38” R7

10’

42” R8

10’

45” R9

10’

49” R10

The ROHN RSL is a light weight self-supporting tower designed for use in broadband, public safety and security applications. The RSL reaches above line-of-site obstacles such as tree tops, hilly terrain and buildings. If your site is remote or rugged, the RSL is shipped knocked down to reduce shipping cost and time.

FEATURES • Available in heights from 20’ up to 100’ o • High strength 60 formed angle legs • Aerodynamic tubular bracing • Easy to transport and assemble • Ships in 10’ sections or knocked-down • Tower material is hot-dip galvanized • Assembly drawings provided with tower

Optional items are available and may be ordered separately: • Step bolts • Safety climbing device • Top post • Anti-climb panels • Side arm mount • Dish mount • Grounding kit Refer to page 185 for foundation details. Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please see page 184 for ordering information.

10’

52”

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SELF-SUPPORTING TOWERS - RSL

BUYERS GUIDE Face spread at top of tower Face spread at base of tower

18”

28” Kit No.:

Wt. 437 lbs.

Tower weight

R030L103 E.P.A. (ft.2 ) 70 [85] 70 75 [90] 61 80 [95] 53 90 [105] 41 100 [115] 30 Base Options Short Base RSB03 Anchor Base RAL03 Fastest Mile [3-sec Gust]

030 L 1 03

Tower Tower top Tower Height section Model Load Scheme: Light Medium Heavy

Tower base section

Wind speed and allowable EPA for each

The RSL short base or anchor bolt and template base must be ordered separately

DESIGN NOTES: 1. Tower designs conform to ANSI/TIA/EIA-222-F for the basic wind speeds indicated without ice. Tower designs also conform to the ANSI/TIA/EIA-222-F Standard for 1/2 inch radial ice load occuring simultaneously with 75% of the no ice design wind pressures. 2. Antennas and mounts are assumed to be symmetrically mounted at or below the top of the tower for determining overall reactions and member forces. Design assumes the weight of antennas and mounts does not exceed 300 lbs. 3. Design assumes maximum top mast load is limited to 5 sq. ft. EPA and 100 lbs. vertical load. All other loading is assumed to be mounted below the top mast. 4. Tower designs assume a 1/2 inch transmission line for each 10 square feet of EPA up to a maximum of three lines, one line per tower face. 5. Foundation designs are in accordance with ANSI/TIA/EIA-222-F, “Structural Standards for Steel Antenna Towers and Antenna Supporting Structures”, Section 7, for “Normal” soil conditions. “Normal” soil is defined as dry, cohesive soil with an allowable net vertical bearing capacity of 4000 PSF and an allowable net horizontal pressure of 400 PSF per linear foot of depth to a maximum of 4000 PSF.

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SELF-SUPPORTING TOWERS - RSL

178

Kit No.:

R030M305 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 74 80 [95] 65 90 [105] 45 100 [115] 29 Base Options Short Base RSB05 Anchor Base RAL05 Fastest Mile [3-sec Gust]

Kit No.:

R020H708 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 80 90 [105] 80 100 [115] 65 Base Options Short Base RSB08 Anchor Base RAL08 Fastest Mile [3-sec Gust]

35”

Kit No.:

R030M406 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 78 80 [95] 64 90 [105] 43 100 [115] 28 Base Options Short Base RSB06 Anchor Base RAL06 Fastest Mile [3-sec Gust]

45” Kit No.:

52” Kit No.:

R030H810 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 80 90 [105] 80 100 [115] 60 Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

Wt. 477 lbs.

R020H910 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 80 90 [105] 80 100 [115] 68 Base Options Short Base RSB10 Anchor Base RAL10

42”

R030H608 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 73 90 [105] 55 100 [115] 42 Base Options Short Base RSB08 Anchor Base RAL08 Fastest Mile [3-sec Gust]

Kit No.:

Fastest Mile [3-sec Gust]

Wt. 687 lbs.

38”

Wt. 399 lbs.

Wt. 302 lbs.

R020M506 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 68 90 [105] 50 100 [115] 36 Base Options Short Base RSB06 Anchor Base RAL06

28”

Wt. 445 lbs.

Wt. 437 lbs.

R030L103 E.P.A. (ft.2 ) 70 [85] 70 75 [90] 61 80 [95] 53 90 [105] 41 100 [115] 30 Base Options Short Base RSB03 Anchor Base RAL03

35”

Kit No.:

Fastest Mile [3-sec Gust]

52”

30’ Towers

Kit No.:

Fastest Mile [3-sec Gust]

R020M304 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 74 80 [95] 65 90 [105] 48 100 [115] 35 Base Options Short Base RSB04 Anchor Base RAL04

25”

18”

28”

Kit No.:

Fastest Mile [3-sec Gust]

45”

Wt. 551 lbs.

R020L102 E.P.A. (ft.2 ) 70 [85] 70 75 [90] 61 80 [95] 53 90 [105] 42 100 [115] 33 Base Options Short Base RSB02 Anchor Base RAL02

38”

Wt. 450 lbs.

Kit No.:

Fastest Mile [3-sec Gust]

32”

Wt. 295 lbs.

Wt. 290 lbs.

25”

32”

25”

20’ Towers

18”

Kit No.:

R050L105 E.P.A. (ft.2 ) 70 [85] 37 75 [90] 29 80 [95] 22 90 [105] 11 100 [115] 4 Base Options Short Base RSB05 Anchor Base RAL05 Fastest Mile [3-sec Gust]

38” Kit No.:

42” Kit No.:

Kit No.:

R040H609 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 69 90 [105] 52 100 [115] 40 Base Options Short Base RSB09 Anchor Base RAL09 Fastest Mile [3-sec Gust]

32”

R050M307 E.P.A. (ft.2 ) 70 [85] 67 75 [90] 54 80 [95] 44 90 [105] 30 100 [115] 16 Base Options Short Base RSB07 Anchor Base RAL07 Fastest Mile [3-sec Gust]

49”

Kit No.:

R040H710 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 80 80 [95] 80 90 [105] 75 100 [115] 49 Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

35”

Kit No.:

R050H509 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 73 80 [95] 61 90 [105] 42 100 [115] 30 Base Options Short Base RSB09 Anchor Base RAL09 Fastest Mile [3-sec Gust]

Wt. 876 lbs.

Wt. 788 lbs.

Wt. 639 lbs.

R040M407 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 75 80 [95] 62 90 [105] 40 100 [115] 25 Base Options Short Base RSB07 Anchor Base RAL07

25”

R050M206 E.P.A. (ft.2 ) 70 [85] 43 75 [90] 34 80 [95] 26 90 [105] 15 100 [115] 6 Base Options Short Base RSB06 Anchor Base RAL06 Fastest Mile [3-sec Gust]

Kit No.:

Fastest Mile [3-sec Gust]

52”

Wt. 1028 lbs.

35”

R040M205 E.P.A. (ft.2 ) 70 [85] 63 75 [90] 52 80 [95] 43 90 [105] 29 100 [115] 19 Base Options Short Base RSB05 Anchor Base RAL05

21”

Wt. 735 lbs.

50’ Towers

18”

Kit No.:

Fastest Mile [3-sec Gust]

49”

38”

Wt. 938 lbs.

R040L104 E.P.A. (ft.2 ) 70 [85] 54 75 [90] 44 80 [95] 36 90 [105] 24 100 [115] 15 Base Options Short Base RSB04 Anchor Base RAL04

42”

35”

Wt. 786 lbs.

Kit No.:

Fastest Mile [3-sec Gust]

35”

28”

Wt. 742 lbs.

32”

21”

Wt. 590 lbs.

18”

Wt. 585 lbs.

40’ Towers

SELF-SUPPORTING TOWERS - RSL

Kit No.:

R050H610 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 76 80 [95] 66 90 [105] 49 100 [115] 38 Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

179

SELF-SUPPORTING TOWERS - RSL

Kit No.:

R060L106 E.P.A. (ft.2 ) 70 [85] 23 75 [90] 15 80 [95] 9 90 [105] 2 100 [115] Base Options Short Base RSB06 Anchor Base RAL06 Fastest Mile [3-sec Gust]

180

Kit No.:

R060M207 Kit No.: R060M308 Fastest Mile E.P.A. (ft.2 ) E.P.A. (ft.2 ) [3-sec Gust] 70 [85] 40 70 [85] 60 75 [90] 75 [90] 31 48 80 [95] 80 [95] 24 38 90 [105] 90 [105] 13 21 100 [115] 100 [115] 3 11 Base Options Base Options Short Base RSB07 Short Base RSB08 Anchor Base RAL07 Anchor Base RAL08 Fastest Mile [3-sec Gust]

49” Kit No.:

R060H409 E.P.A. (ft.2 ) 70 [85] 78 75 [90] 67 80 [95] 54 90 [105] 35 100 [110] 21 Base Options Short Base RSB09 Anchor Base RAL09 Fastest Mile [3-sec Gust]

52” Kit No.:

R060H510 E.P.A. (ft.2 ) 70 [85] 80 75 [90] 68 80 [95] 56 90 [105] 40 100 [110] 27 Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

Wt. 1178 lbs.

45”

32”

Wt. 1086 lbs.

42”

28”

25”

Wt. 996 lbs.

Wt. 887 lbs.

38”

21”

60’ Towers

18”

Wt. 931 lbs.

Kit No.:

R070L107 E.P.A. (ft.2 ) 70 [85] 23 75 [90] 15 80 [95] 9 90 [105] 100 [115] Base Options Short Base RSB06 Anchor Base RAL06 Fastest Mile [3-sec Gust]

Kit No.:

R070M208 E.P.A. (ft.2 ) 70 [85] 38 75 [90] 29 80 [95] 21 90 [105] 8 100 [115] Base Options Short Base RSB08 Anchor Base RAL08 Fastest Mile [3-sec Gust]

49” Kit No.:

28”

Wt. 1233 lbs.

45”

Wt. 1141 lbs.

42”

25”

R070M309 E.P.A. (ft.2 ) 70 [85] 58 75 [90] 46 80 [95] 36 90 [105] 21 100 [115] 11 Base Options Short Base RSB09 Anchor Base RAL09 Fastest Mile [3-sec Gust]

52” Kit No.:

R070H410 E.P.A. (ft.2 ) 70 [85] 74 75 [90] 60 80 [95] 48 90 [105] 26 100 [115] 13 Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

Wt. 1326 lbs.

21”

18”

Wt. 1076 lbs.

70’ Towers

SELF-SUPPORTING TOWERS - RSL

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SELF-SUPPORTING TOWERS - RSL

Kit No.: Kit No.: R080L108 R080M209 R080H310 Fastest Mile Fastest Mile 2) E.P.A. (ft.2 ) E.P.A. (ft. E.P.A. (ft.2 ) [3-sec Gust] [3-sec Gust] 70 [85] 70 [85] 70 [85] 21 36 52 75 [90] 75 [90] 75 [90] 14 26 39 80 [95] 80 [95] 80 [95] 7 19 26 90 [105] 90 [105] 90 [105] 6 10 100 [115] 100 [115] 100 [115] Base Options Base Options Base Options Short Base Short Base Short Base RSB08 RSB09 RSB10 Anchor Base RAL08 Anchor Base RAL09 Anchor Base RAL10

182

49”

52”

Kit No.:

R090L109 Kit No.: R090H210 Fastest Mile 2 E.P.A. (ft. ) E.P.A. (ft.2 ) [3-sec Gust] 70 [85] 19 70 [85] 33 75 [90] 75 [90] 12 23 80 [95] 80 [95] 5 13 90 [105] 90 [105] 100 [115] 100 [115] Base Options Base Options Short Base RSB09 Short Base RSB10 Anchor Base RAL09 Anchor Base RAL10 Fastest Mile [3-sec Gust]

Wt. 1618 lbs.

Kit No.:

Fastest Mile [3-sec Gust]

21”

Wt. 1523 lbs.

52”

18”

Wt. 1473 lbs.

Wt. 1286 lbs.

49”

25”

90’ Towers

45”

80’ Towers

21”

18”

Wt. 1378 lbs.

OPTIONAL ACCESSORIES

18”

2 7/8” O.D. 3’ - 1 1/2”

TOP POST KIT RSLTM12 - FOR SECTION R1 OR R2 RSLTM34 - FOR SECTION R3 OR R4 RSLTM56 - FOR SECTION R5 OR R6 RSLTM78 - FOR SECTION R7 OR R8 RSLTM910 - FOR SECTION R9 OR 10 MOUNTS TO TOP ANGLES PROVIDED WITH TOWER KIT. INCLUDES: POST, PLATE AND ATTACHMENT HARDWARE.

SIDE ARM S-300

DISH MOUNT DM-100

2 7/8” O.D. 2’ 2’

52”

1 7/8” O.D. 2’ 3’

Wt. 1763 lbs.

100’ Towers

SELF-SUPPORTING TOWERS - RSL

Kit No.:

R100S110 E.P.A. (ft.2 ) 70 [85] 17 75 [90] 8 80 [95] 90 [105] 100 [115] Base Options Short Base RSB10 Anchor Base RAL10 Fastest Mile [3-sec Gust]

TOP PLATE KIT RTP01 RTP02 RTP03 RTP04 RTP05

MOUNTS TO TOP ANGLES PROVIDED WITH TOWER KIT. HOLE PATTERN FITS TB3 (2” O.D.) AND TB4 (3” O.D.) THRUST BEARINGS OR LRCL LIGHTNING ROD. KIT INCLUDES PLATE AND ATTACHMENT HARDWARE.

ACCESSORY SHELF RASK01 RASK02 RASK03 RASK04 RASK05 MOUNTS TO TOWER LEGS AT 5’ BELOW TOP. KIT INCLUDES PLATE AND ATTACHMENT HARDWARE.

Optional accessories continued on next page. Grounding Kit shown on page 184.

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SELF-SUPPORTING TOWERS - RSL

OPTIONAL ACCESSORIES

ANTI-CLIMB PANEL RAC01 RAC06 RAC02 RAC07 RAC03 RAC08 RAC04 RAC09 RAC05 RAC10 THRUST BEARING

LIGHTNING ROD LRCL

TB3 - SUPPORTS UP TO 2” O.D. MAST. TB4 - SUPPORTS UP TO 3” O.D. MAST.

5’ COPPER CLAD, MOUNTS TO TOP PLATE KIT.

CLIMBING HARNESS TTFBH-4D

MOUNTS TO TOP PLATE KIT.

JOURNEYMAN HARNESS

TTFBH-C/P

PROFESSIONAL HARNESS

STEP BOLT KIT

SAFETY CABLE SYSTEMS Tower Height 20’ - 50‘ 60’ - 100’

Part Number RSL050TT RSL100TT

SAFETY CABLE SLIDER WITH CARABINEER TT-WG-500-W/SMC

(5/8” X 7”)

TOWER HEIGHT 20’ 30’ 40’ 50’ 60’ 70’ 80’ 90’ 100’

PART NUMBER RSLSB20 RSLSB30 RSLSB40 RSLSB50 RSLSB60 RSLSB70 RSLST80 RSLSB90 RSLSB100

RSL GROUNDING KIT Step Bolt Leg (If Applicable) Foundation

Optional Rev F Grounding Kit. Fits all RSL Sections. Ground Lead

184

Ground Rod

GROUNDING KIT P/N: RGKF

SELF-SUPPORTING TOWERS - RSL

RSL F O U N D AT I O N I N F O R M AT I O N ANCHOR BASE

RSL SHORT BASE Horizontal Brace used for Leveling P 6”

Final Grade 42”

Embedment Angles

48”

Horizontal #7 bars equally spaced @ 12” c/c each way top & bottom.

(3) 3/4” dia. x 48” long anchor bolts

Full-size tower template

C Center of Foundation and Tower A

Short Base Leg B

Anchor base option includes: full-size template, anchor bolt lower template, anchor bolts and leg stubs.

SHORT BASE

(Ordered separately from tower)

Short Base Section RSB02 RSB03 RSB04 RSB05 RSB06 RSB07 RSB08 RSB09 RSB10

STANDARD FOUNDATION INFORMATION (Used with short base and anchor base options)

Dimensions (in.) B C P A 42 28 10.50 84 90 90 96 96 108 114 120 126

45 45 48 48 54 57 60 63

29 27 28 26 30 31 32 33

7.3

Leg Stubs & Anchors RAL02

8.3 8.3 9.5 9.5 12.0 13.4 14.8 16.3

32 32 36 36 40 40 44 44

RAL03 RAL04 RAL05 RAL06 RAL07 RAL08 RAL09 RAL10

Concrete No. 7 (Cu. Yds) Bars Req.

12.50 11.25 11.50 12.00 13.00 12.75 13.50 12.75

ANCHOR BASE

(Ordered separately from tower)

See RSL tower kit for appropriate short base or anchor base part numbers. Standard foundations illustrated are for general information purposes only. Actual details are provided with tower assembly drawings. Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard © 2011 ROHN PRODUCTS LLC

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SELF-SUPPORTING TOWERS

SSV SELF-SUPPORTING TOWERS

SSV STANDARD

10’ 1WB 20’ 2W

All-Welded Construction

GENERAL USE 20’ 3WN

The ROHN SSV tower has been in service for over 50 years. The design utilizes standard parts arranged to create a unique structure. The legs are tubular with angle braces at the bottom and solid legs and braces in the top sections. This tower is used in a variety of applications, from PCS structures and broadband to security, sports lighting and more. The SSV has proven to be one of the industry’s most efficient and preferred structures. All ROHN SSV towers are hot-dip galvanized, inside and out for corrosion protection.

20’ 4N

20’ 5N

20’ 6N

20’ 7N

Section Number

20’ 8N

20’ 9N

20’ 10N

Field Bolted Construction

20’ 11N

20’ 12N

20’ 13N

20’ 14N

20’ 15N

20’ 16N

186

Nominal Spread Dimension Upper Lower

1WB

1’ - 2”

1’ - 6”

3WN

1‘ - 6“

1‘ - 10“

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

8’ - 6 3/4” 10’ - 6 3/4”

10N

10’ - 6 3/4” 12’ - 7 1/4”

11N

12’ - 7 1/4” 14’ - 7 7/8”

12N

14’ - 7 7/8” 16’ - 8 3/8”

13N

16’ - 8 3/8” 18’ - 8 3/8”

14N

18’ - 8 3/8” 20’ - 9 3/8”

15N

20’ - 9 3/8” 22’ - 9 3/8”

16N

22’ - 9 3/8” 24’ - 9 3/8”

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please contact ROHN for ordering information. Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard © 2011 ROHN PRODUCTS LLC

SELF-SUPPORTING TOWERS

S E L F - S U P P O R T I N G S TA N D A R D T O W E R S 40’ - 190’ 7 0 M P H R E V F. [ N O I C E ] Base Section Allowable Projected Area Top Section Section 30’ Below Top Tower Top Short A-Bolts Number Base P/N (12 Req.) Rounds (Flats) Rounds (Flats)

Tower Height (ft.)

Tower Assembly Number

Tower Weight (lbs.)

SS040D70

495

16.7 (10)

20 (12)

3WN

SB3

SS050D70

564

15 (9)

18.3 (11)

1WB

3WN

SB3

SS060D70

1012

15 (9)

18.3 (11)

SB4

SS070D70

1077

13.3 (8)

16.7 (10)

1WB

SB4

SS080D70

1441

13.8 (8)

16.7 (10)

SB5

SS090D70

1505

11.7 (7)

15 (9)

1WB

SB5

100

SS100D70

1863

11.7 (7)

15 (9)

5/8X42

110

SS110D70

1927

10 (6)

14.2 (8.5)

1WB

5/8X42

120

SS120D70

2449

10 (6)

14.2 (8.5)

5/8X42

130

SS130D70

2513

9.2 (5.5)

13.3 (8)

1WB

5/8X42

140

SS140D70

3173

9.2 (5.5)

13.3 (8)

5/8X42

150

SS150D70

3248

8.3 (5)

12.5 (7.5)

1WB

5/8X42

160

SS160D70

3952

8.3 (5)

12.5 (7.5)

5/8X42

170

SS170D70

4017

7.5 (4.5)

12.5 (7.5)

1WB

5/8X42

180

SS180D70

4816

7.5 (4.5)

12.5 (7.5)

10N

3/4X48

190

SS190D70

4880

6.7 (4)

11.7 (7)

1WB

10N

3/4X48

General Notes: 1. Standard tower designs are in accordance with approved national standard ANSI/EIA-222-F (no ice). 2. Equivalent flat-plate antenna areas based on EIA RS-222-C, must not exceed the areas shown for flat members. 3. Tower designs assume allowable projected areas are symmetrically placed on the tower. 4. Designs assume one 7/8 line to top and two 7/8 lines to 30 feet below top, one line on each face. 5. All towers are provided with a tapered top. 6. A Rev F grounding kit is provided with each tower. 7. Assembly drawings and standard foundation details are supplied with the tower. 8. Custom designs for site-specific applications are available upon request.

2 3/8” O.D. Tube

14”

Assy. P/N

Tower Section No.

1TT 1W, 1WB, 2W 3TT 2WST, 2WB, 3WN 4TTN 3WNST, 3WNB, 4N 5TTN 4NST, 4NA, 4WB, 4NC, 5N 6TT 5NST, 5NA, 5NB, 5NC, 6C

187

SELF-SUPPORTING TOWERS

SELF-SUPPORTING S TA N D A R D S E C T I O N S

Bracing Detail for Sections 1W - 3WN Solid Round Legs & Solid Round Braces

Bracing Detail for Sections 4N & 5N Solid Round Legs & Solid Round Braces

Straight and Tapered Sections available.

Bracing Detail for Straight Sections 6N - 11N Tubular Legs & Angle Braces

TYPICAL SHORT BASE

Bracing Detail for Tapered Sections 6N - 16N Tubular Legs & Angle Braces

Part No: SB2, SB3, SB4 & SB5 Installed when 2N - 5N sections are used as tower base.

Anchor bolt configurations are provided with larger towers.

188

SELF-SUPPORTING TOWERS

SELF-SUPPORTING S TA N D A R D F O U N D AT I O N S Round or Square Pier Tower Axis and center of pad W (square)

Tower Axis

Plan View

C 6”

Section A-A

Grade

6”

Vert. Bars equally spaced

Circular Ties

Vertical Bars

Grade

4’

Vert. Bars equally spaced

Horizontal bars each way, top and bottom

D A

Horizontal Bars each way

A Circular Ties

2’ A (square)

Pier & Pad Elevation View

Mat Elevation View

Tower Base Sect. No. 1W 2W 3WN 4N 5N 6N 7N 8N 9N 10N 11N 12N 13N 14N 15N 16N

Pier & Pad Dimensions Req’d Conc. (cu.yds. 3 fdns) D A C 8‘ - 0” 8’ - 9” 8‘ - 9” 8’ - 9” 10‘ - 0” 10’ - 0” 11‘ - 0” 11’ - 0” 12‘ - 6” 12’ - 6”

4’ - 6” 5‘ - 6” 5’ - 6” 5‘ - 6” 5’ - 6” 5‘ - 6” 5’ - 6” 5‘ - 6” 6 ‘- 6” 6’ - 6”

2‘ - 0” 2’ - 0” 2‘ - 0” 2’ - 0” 2‘ - 6” 2’ - 6” 2‘ - 6” 2’ - 6” 3‘ - 0” 3’ - 0”

Round Square

6.3 8.7 8.7 8.7 10.8 10.8 11.3 11.3 17.3 17.3

6.9 9.4 9.4 9.4 12.0 12.0 12.7 12.7 19.7 19.7

Drilled Pier Elevation View

Mat W

Req’d Conc. (cu.yds.)

2.4 4’ - 0” 4.5 5’ - 6” 6.8 6’ - 9” 9.5 8’ - 0” 8’ - 9” 11.3 10’ - 3” 15.6 11’ - 6” 19.6 14’ - 3“ 30.1 16’ - 0” 37.9 18’ - 3” 49. 3 -

Drilled Pier D

Req’d Conc. (cu.yds.)

18’ - 6” 16’ - 0” 16’ - 0” 21’ - 9” 21’ - 6” 22’ - 0” 22’ - 0” 27’ - 6” 27’ - 6”

2’ - 6” 2‘ - 6” 2’ - 6” 2‘ - 6” 2’ - 6” 3‘ - 0” 3’ - 0” 3‘ - 6” 3’ - 6”

10.4 9.0 9.0 12.2 12.0 17.7 17.7 30.0 30.0

Standard foundations illustrated are for general information purposes only and are based on Rev F normal soil parameters. Foundation installation details are provided with tower assembly drawings.

189

SELF-SUPPORTING TOWERS

SSV HD S E L F- S U P P O RT I NG TOWE R S

20’ 3WN 10’ 3WNB

SSV HEAVY DUTY

All-Welded Construction

GENERAL USE

20’ 4N

The ROHN SSV HD tower has the same features and utility as the SSV tower, but with Heavy Duty legs and braces. The heavy duty tower allows for the structure to support more loading and higher wind and ice loading. This tower serves the same applications as the SSV including: PCS, broadband, security, sports lighting and many others. The SSV HD also has standard “pre-engineered” towers created from standard sections. All ROHN SSV towers are hot-dip galvanized, inside and out for corrosion protection.

20’ 5N

20’ 6N

20’ 7N

20’ 8N Section Number 20’ 9NH

20’ 10NH

Field Bolted Construction

20’ 11N

20’ 12NH

3WN

1’ - 6”

1’ - 10”

3WNB

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

9NH 20’ 13NH

Nominal Spread Dimension Upper Lower

8’ - 6 3/4” 10’ - 6 3/4”

10NH 10’ - 6 3/4” 12’ - 7 1/4” 11N

20’ 14NH

12’ - 7 1/4” 14’ - 7 7/8”

12NH 14’ - 7 7/8” 16’ - 8 3/8” 13NH 16’ - 8 3/8” 18’ - 8 3/8”

20’ 15NH

14NH 18’ - 8 3/8” 20’ - 9 3/8” 15NH 20’ - 9 3/8” 22’ - 9 3/8”

20’ 16NH

16NH 22’ - 9 3/8” 24’ - 9 3/8”

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please contact ROHN for ordering information.

190

SELF-SUPPORTING TOWERS

S E L F - S U P P O R T I N G H E AV Y D U T Y S TA N D A R D T O W E R S 40’ - 190’ 9 0 M P H R E V. F [ N O I C E ] Base Section Allowable Projected Area Top Section Section Short 30’ Below Top Tower Top A-Bolts Number Base P/N (12 Req.) Rounds (Flats) Rounds (Flats)

Tower Height (ft.)

Tower Assembly Number

Tower Weight (lbs.)

SS040D90

853

16.7 (10)

20 (12)

3WN

SB4

SS050D90

1198

16.7 (10)

20 (12)

3WNB

SB5

SS060D90

1282

14.2 (8.5)

17.5 (10.5)

3WN

SB5

SS070D90

1620

14.2 (8.5)

17.5 (10.5)

3WNB

5/8X42

SS080D90

1704

12.5 (7.5)

15.8 (9.5)

3WN

5/8X42

SS090D90

2206

12.5 (7.5)

15.8 (9.5)

3WNB

5/8X42

100

SS100D90

2290

10 (6)

13.3 (8)

3WN

5/8X42

110

SS110D90

2941

10 (6)

13.3 (8)

3WNB

5/8X42

120

SS120D90

3025

8.3 (5)

11.7 (7)

3WN

5/8X42

130

SS130D90

3829

8.3 (5)

11.7 (7)

3WNB

9NH

5/8X42

140

SS140D90

3913

6.7 (4)

10 (6)

3WN

9NH

5/8X42

150

SS150D90

4810

6.7 (4)

10 (6)

3WNB

10NH

3/4X48

160

SS160D90

4894

5.8 (3.5)

8.3 (5)

3WN

10NH

3/4X48

170

SS170D90

5712

5.8 (3.5)

8.3 (5)

3WNB

11N

7/8X60

180

SS180D90

5796

5 (3)

7.5 (4.5)

3WN

11N

7/8X60

190

SS190D90

8045

5 (3)

7.5 (4.5)

3WNB

12NH

7/8X60

2 3/8” O.D. Tube

14”

Assy. P/N

Tower Section No.

1TT 1W, 1WB, 2W 3TT 2WST, 2WB, 3WN 4TTN 3WNST, 3WNB, 4N 5TTN 4NST, 4NA, 4WB, 4NC, 5N 6TT 5NST, 5NA, 5NB, 5NC, 6C

191

SELF-SUPPORTING TOWERS

SELF-SUPPORTING H E AV Y D U T Y S E C T I O N S

Bracing Detail for Sections 1W - 3WN Solid Round Legs & Solid Round Braces

Bracing Detail for Sections 4N & 5N Solid Round Legs & Solid Round Braces

Straight and Tapered Sections available.

Bracing Detail for Straight Sections 6N - 11N Tubular Legs & Angle Braces

TYPICAL SHORT BASE

Bracing Detail for Tapered Sections 6N - 16NH Tubular Legs & Angle Braces

Part No: SB2, SB3, SB4 & SB5 Installed when 2N - 5N sections are used as tower base.

Anchor bolt configurations are provided with larger towers.

192

SELF-SUPPORTING TOWERS

SELF-SUPPORTING H E AV Y D U T Y S TA N D A R D F O U N D AT I O N S Round or Square Pier Tower Axis and center of pad W (square)

Tower Axis

Plan View

C 6”

Section A-A

Grade

6”

Vert. Bars equally spaced

Circular Ties

Vertical Bars

Grade Vert. Bars equally spaced

4’ Horizontal bars each way, top and bottom

D A

Horizontal Bars each way

A Circular Ties

2’ A (square)

Pier & Pad Elevation View

Mat Elevation View

Tower Base Sect. No. 1W 2W 3WN 4N 5N 6N 7N 8N 9NH 10NH 11N 12NH 13NH 14NH 15NH 16NH

Pier & Pad Dimensions Req’d Conc. (cu.yds. 3 fdns) D A C 8’ - 0” 8’ - 9” 9’ - 0” 9’ - 0” 10’ - 0” 11’ - 0” 12‘ - 0” 12’ - 0” 13‘ - 0” 13’ - 0”

4’ - 6” 5‘ - 6” 5’ - 6” 5‘ - 6” 5’ - 6” 5‘ - 6” 6’ - 3” 6’ - 3” 7‘ - 3” 7‘ - 3”

2’ - 0” 2’ - 0” 2’ - 0” 2’ - 0” 2‘ - 6” 2’ - 6” 3’ - 0” 3’ - 0” 3‘ - 0” 3’ - 0”

Round Square

6.3 8.7 8.8 8.8 10.8 11.3 16.3 16.3 19.9 19.9

6.9 9.4 9.5 9.5 12.0 12.7 18.5 18.5 22.4 22.4

Drilled Pier Elevation View

Mat

Drilled Pier

Req’d Conc. (cu.yds.)

4’ - 0” 5’ - 6” 6’ - 9” 8’ - 0” 8’ - 9” 10’ - 3” 11’ - 6” 14’ - 3” 16’ - 0” 18’ - 3” -

2.4 4.5 6.8 9.5 11.3 15.6 19.6 30.1 37.9 49. 3 -

18’ - 6” 19’ - 6” 19’ - 6” 21’ - 9” 22’ - 9” 25’ - 0” 25’ - 0” 30’ - 0” 30’ - 0”

2’ - 6” 2’ - 6” 2’ - 6” 2’ - 6” 3’ - 0” 3’ - 6” 3’ - 6” 4’ - 0” 4’ - 0”

10.4 10.9 10.9 12.2 18.3 27.3 27.3 42.6 42.6

Standard foundations illustrated are for general information purposes only and are based on Rev F normal soil parameters. Foundation installation details are provided with tower assembly drawings.

193

SELF-SUPPORTING TOWERS - SSMW

SSMW SELF-SUPPORTING TOWERS

SSMW

20’ B 20’ C 20’ D

GENERAL USE 20’ E 20’ F 20’ G 20’ H

The ROHN SSMW tower is a unique design using a K-Brace system with horizontal plan bracing to allow free standing towers to reach heights to 900’. The SSMW is designed with pipe legs and pipe braces with flanges at each end for connection. The SSMW tower design can be used in conjunction with the SSV tower. All SSMW towers are hot-dip galvanized, inside and out for corrosion protection.

20’ J Section Number

20’ K 20’ L 20’ M

30’ N

30’ P

30’ Q

30’ R

30’ S

30’ T

Nominal Spread Dimension Upper Lower

8’ - 6 1/2”

10’ - 7”

12’ - 7 1/2”

12’ - 7 1/2” 14‘ - 11 1/2“

14‘ - 11 1/2“ 17’ - 5 1/2”

17’ - 5 1/2” 19‘ - 11 1/2”

19‘ - 11 1/2” 22’ - 6 1/2“

22’ - 6 1/2“

25‘ - 0 1/2” 27’ - 6 1/2“

27’ - 6 1/2“

30‘ - 0 1/2” 32’ - 6 1/2“

32’ - 6 1/2“

36‘ - 3 1/2” 40’ - 2 1/8“

40’ - 2 1/8“ 43‘ - 11 1/8”

43‘ - 11 1/8” 47’ - 8 1/8“

47’ - 8 1/8“

51’ - 5 1/8” 55’ - 2 1/8”

25‘ - 0 1/2”

30‘ - 0 1/2”

36‘ - 3 1/2”

51’ - 5 1/8”

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please contact ROHN for ordering information.

194

SELF-SUPPORTING TOWERS - SSMW

SELF-SUPPORTING SSMW SECTIONS A

Typical section assembly detail for sections B, C & D. Section E, F, G, H & J are identical except for the number of bays of bracing.

View A-A

Typical section assembly detail for sections K, L & M.

SSMW SECTIONS

Sections are designed for many different sizes of braces and legs.

View B-B

Typical section assembly detail for sections N, P, Q, R, S & T.

Secondary horizontal sub-bracing are used on sections Q, R, S & T.

Bracing splice connections are used on sections Q through T.

195

SELF-SUPPORTING TOWERS - SSVSR

SSVS R SEL F- S U P P O RTI NG TOWE R S

SSVSR

20’ 1W

20’ 2W

All Welded Construction

20’ 3WN

GENERAL USE The ROHN SSVSR tower is similar in design to the ROHN SSV tower, but uses solid round legs instead of tubular legs. The SSVSR tower gives the versatility to switch to a solid leg, if desired. The standard side arms, dish mounts, ladders and waveguide supports that are used on the SSV tower can be used on the SSVSR tower. All SSVSR towers are hot-dip galvanized for corrosion protection.

20’ 4N

20’ 5N

20’ 6SR

20’ 7SR Section Number

20’ 8SR

20’ 9SR

20’ 10SR

All Bolted Construction

20’ 11SR

20’ 12SR

20’ 13SR

Nominal Spread Dimension Upper Lower

1’ - 2”

1’ - 6”

3WN

1’ - 6”

1’ - 10”

2’ - 2”

2’ - 6”

6SR

2’ - 6”

4’ - 6 1/4”

7SR

4’ - 6 1/4”

6’ - 6 3/4”

8SR

6’ - 6 3/4”

8’ - 6 3/4”

9SR

8’ - 6 3/4” 10’ - 6 3/4”

10SR 10’ - 6 3/4” 12’ - 7 1/4” 11SR 12’ - 7 1/4” 14’ - 7 7/8” 12SR 14’ - 7 7/8” 16’ - 8 3/8”

20’ 14SR

13SR 16’ - 8 3/8” 18’ - 8 3/8” 20’ 15SR

14SR 18’ - 8 3/8” 20’ - 9 3/8” 15SR 20’ - 9 3/8” 22’ - 9 3/8”

20’ 16SR

196

16SR 22’ - 9 3/8” 24’ - 9 3/8”

SELF-SUPPORTING TOWERS - SSVSR

SELF-SUPPORTING SOLID ROUND LEG SECTIONS

Bracing Detail for Sections 1W - 3WN Solid Round Legs & Solid Round Braces

Bracing Detail for Sections 4N & 5N Solid Round Legs & Solid Round Braces

Straight and Tapered Sections available.

Bracing Detail for Straight Sections 6SR & 11SR Solid Round Legs & Angle Braces

TYPICAL SHORT BASE

Bracing Detail for Tapered Sections 6SR - 16SR Solid Round Legs & Angle Braces

Part No: SB2, SB3, SB4 & SB5 Installed when 2N - 5N sections are used as tower base.

Anchor bolt configurations are provided with larger towers.

SSVSR SECTIONS Sections are designed for many different sizes of braces and legs.

197

SELF-SUPPORTING TOWERS - RS

RS SEL F - S U P P O RT I NG TOWE R S 5’ RSS06

20’ RSS06

GENERAL USE 20’ RSS06

20’ RST08

The ROHN RS tower is a unique solid round leg tower that uses angle braces in an X-Brace pattern. The RS tower is custom designed with standard components to shorten lead times. All RS towers are hot-dip galvanized for corrosion protection.

20’ RST10

20’ RST12

30’ RST15

Section Number

30’ RST18

30’ RST21

Nominal Spread Dimension Upper Lower

RSS06

6’

RST08

6‘

8‘

RST10

8’

10’

RST12

10‘

12‘

RST15

12’

15’

RST18

15‘

18‘

RST21

18’

21’

RST24

21‘

24‘

RST27

24’

27’

30’ RST24

30’ RST27

198

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please contact ROHN for ordering information.

SELF-SUPPORTING TOWERS - RS

SELF-SUPPORTING RS SECTIONS

RSS 20’ Straight Section Solid Round Legs & Angle Braces

RST 20’ Tapered Section Solid Round Legs & Angle Braces

RS SECTIONS Sections are designed for many different sizes of braces and legs.

RST 30’ Base Section Solid Round Legs & Angle Braces

RST 30’ Tapered Section Solid Round Legs & Angle Braces

199