Optional Items:

- 12 Anchor base bolts.

- Direct Embedment Section, also known by its abbreviation: “DES”.

- EIA grounding system kit. Three 5/8″ x 8′ copperweld grd rods, rod clamps, #2 tinned ground wire & tinned lugs.

- Positioning anchorages at tower top for climber workers.

- Fall arrest climber system with 3/8″ strand wire.

- Worker platforms.

- 12″ long aluminum lightning rod.

- PE stamped foundation & tower structure drawings.

- Tower top mounting pipe. Different OD’s & lengths available.

- Side mount antenna support brackets. stand-off lengths: 2′, 3′, 4′ or 6′ long.

Self-Supporting - Towers - Heights - Widths	Self-Supporting Tower Prices - Direct Embedment Section. - Sections Included. - Approx. Weights. - EPA (Effective Projected Area) Loading	Catalog Tower Drawings
20' self-supporting tower section. - one 20' tower section w/bolts. - 18" width @ base - 18" width @ top	$2,064.00 20' self-supporting tower. - tower PN - DT/SST20'/18" - One 20' tower Section H1. - 400 lbs. section weight. - 65 FT/2 EPA (Effective Projected Area) 80 mph $810.00 DES-1 (direct embedment section) - DES approximate weight 200 lbs.	GPT 20' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
40' of self-supporting tower sections. - two 20' tower sections w/bolts. - 24" width @ base - 18" width @ top	$4,656.00 40' of self-supporting tower. - tower PN - DT/SST40'/24" - Two sections H1 & H2. - 900 lbs. Total sections weight - 60 FT/2 EPA (Effective Projected Area) 80 mph $1,113.00 DES-2 (direct embedment section) - DES approximate weight 250 lbs.	GPT 40' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
50' of self-supporting tower sections. - two 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 24" width @ base - 18" width @ top	$5,972.70 50' of self-supporting tower. - tower PN - DT/SST50'/24" - Two sections H1 & H2. - One DT/FST10/18 standard 10 feet tall section - 1185 lbs. Total section weight - 45 FT/2 EPA (Effective Projected Area) 80 mph $1,113.00 DES-2 (direct embedment section) - DES approximate weight 250 lbs.	GPT 50' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Example Drawings: Click here to see the Tnx Eng Tower Drawing Click here to see the 50' SS Tower with 4' dish drawing Click here to see the ballast foundation with 50' SS Tower Drawing.
60' of self-supporting tower sections. - Three 20' tower sections w/bolts. - 30" width @ base - 18" width @ top	$8,256.00 60' self-supporting tower. - tower PN - DT/SST60'/30" - Three Sections H1, H2 & H3. - 1,600 lbs. Total sections weight - 55 FT/2 EPA (Effective Projected Area) 80 mph $1,176.00 DES-3 (direct embedment section) - DES approximate weight 300lbs.	GPT 60' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Ballast Tray Hand Calculations Example PE stamped Drawings: Click here to see the PE Stamped Tower Drawing on Ballast Tray Click here to see the PE stamped TNX drawing
70' of self-supporting tower sections. - three 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 30" width @ base - 18" width @ top	$9,572.70 70' self-supporting tower. - tower PN - DT/SST70'/30" - Three Sections H1, H2 & H3 - One DT/FST10/18 standard 10 feet tall section - 1,885 lbs. Total sections weight - 40 FT/2 EPA (Effective Projected Area) 80 mph $1,176.00 DES-3 (direct embedment section) - DES approximate weight 300lbs.	GPT 70' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. 70' SS Tower on Ballast Tray (TIA-222-H)
80' of self-supporting tower sections. - Four 20' tower sections w/bolts. - 36" width @ base - 18" width @ top	$12,072.00 80' self-supporting tower. - tower PN - DT/SST80'/36" - Four Sections H1, H2, H3 & H4. - 2,500 lbs. Total sections weight - 50 FT/2 EPA (Effective Projected Area) 80 mph no ice tower. $1,533.00 DES-4 (direct embedment section) - DES approximate weight 400lbs.	GPT 80' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Click here to see the PE stamped SS tower mat foundation Click here to see the PE stamped 80’ SS tower & foundation
90' of self-supporting tower sections. - Four 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 36" width @ base - 18" width @ top	$13,388.70 90' self-supporting tower. - tower PN - DT/SST90'/36" - Four Sections H1, H2, H3 & H4 - One DT/FST10/18 standard 10 feet tall section - 2,785 lbs. Total sections weight - 35 FT/2 EPA (Effective Projected Area) 80 mph no ice tower. $1,533.00 DES-4 (direct embedment section) - DES approximate weight 400lbs.	GPT 90' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
100' of self-supporting tower sections. - Five 20' tower sections w/bolts. - 42" width @ base - 18" width @ top	$17,328.00 100' self-supporting tower. - Tower PN - DT/SST100'/42" - Five Sections H1, H2, H3, H4 & H5. - 3,600 lbs. Total approximate sections weight - 45 FT/2 EPA (Effective Projected Area) 80 mph $1,827.00 DES-5 (direct embedment section) - DES approximate weight 500lbs.	GPT 100' self-supporting 18 straight top Tower Tower drawing ND PE stamped tower & foundation drawing PE analysis MAT SS Foundation Drawing Example - Pad and Pier Foundation Design Drawing Example Towers: 100 FT SS Tower 42" wide base. Mahnomen MN county. Tower and Tnx drawing
110' of self-supporting tower sections. - Five 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 42" width @ base - 18" width @ top	$18,644.70 110' self-supporting tower. - Tower PN - DT/SST110'/42" - Five sections H1, H2, H3, H4 & H5 - One DT/FST10/18 standard 10 feet tall section - 3,885 lbs. Total approximate sections weight - 30 FT/2 EPA (Effective Projected Area) 80 mph $1,827.00 DES-5 (direct embedment section) - DES approximate weight 500lbs.	GPT 110' self-supporting 18 straight top Tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
120' of self-supporting tower sections. - Six 20' tower sections w/bolts. - 48" width @ base - 18" width @ top	$23,904.00 120' self-supporting tower. - Tower PN - DT/SST120'/48" - Six Sections H1, H2, H3, H4, H5 & H6. - 5000 lbs. total approximate sections weight - 40 FT/2 EPA (Effective Projected Area) 80 mph $2,667.00 DES-6 (direct embedment section) - DES approximate weight 600lbs.	GPT 120' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Example - Pad and Pier Foundation Design Drawing.
130' of self-supporting tower sections. - Six 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 48" width @ base - 18" width @ top	$25,220.400 130' self-supporting tower. - Tower PN - DT/SST130'/48" - Six Sections H1, H2, H3, H4, H5 & H6. - One DT/FST10/18 standard 10 feet tall section - 5285 lbs. Total approximate sections weight - 25 FT/2 EPA (Effective Projected Area) 80 mph $2,667.00 DES-6 (direct embedment section) - DES approximate weight 600lbs.	GPT 130' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
140' of self-supporting tower sections. - Seven 20' tower sections w/bolts. - 54" width @ base - 18" width @ top	$31,608.00 140' self-supporting tower. - Tower PN - DT/SST140'/54" - Seven Sections H1, H2, H3, H4, H5, H6 & H7. - 6,700 lbs. tower sections weight - 35 FT/2 EPA (Effective Projected Area) 75 mph $3,129.00 DES-7 (direct embedment section) - DES approximate weight 700 lbs.	GPT 140' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Example - Pad and Pier Foundation Design Drawing. Click here to see the Structural Analysis Report
150' of self-supporting tower sections. - Seven 20' tower sections w/bolts. - one 10' DT/FST10/18 tower section w/bolts. - 54" width @ base - 18" width @ top	$32,848.80 150' self-supporting tower. - Tower PN - DT/SST150'/54" - Seven Sections H1, H2, H3, H4, H5, H6 & H7. - One DT/FST10/18 standard 10 feet tall section - 6,985 lbs. tower sections weight - 15 FT/2 EPA (Effective Projected Area) 75 mph $3,129.00 DES-7 (direct embedment section) - DES approximate weight 700 lbs.	GPT 150' self-supporting tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing.
160' of self-supporting tower sections. - Eight 20' tower sections & one 10' w/bolts. - 54" width @ base - 18" width @ top	$34,088.40 160' self-supporting tower. - Tower PN - DT/SST160'/54" - Eight Sections H1, H2, H3, H4, H5, H6, H7 + 20' straight section - 6, 950.lbs. tower sections weight - 20 FT/2 EPA (Effective Projected Area) 70 mph $3,129.00 DES-7 (direct embedment section) - DES approximate weight 700 lbs.	160-ft-self-supporting-tower-54-to-12-tower Click here to see the Tower drawing. Click here to see the MAT SS Foundation Drawing. Example - Pad and Pier Foundation Design Drawing.

Self-Supporting
- Towers
- Heights
- Widths

Self-Supporting Tower

Prices
- Direct Embedment Section.
- Sections Included.
- Approx. Weights.
- EPA (Effective Projected Area) Loading

Catalog Tower Drawings

20' self-supporting tower section.

- one 20' tower section w/bolts.
- 18" width @ base
- 18" width @ top

$2,064.00 20' self-supporting tower.
- tower PN - DT/SST20'/18"

- One 20' tower Section H1.
- 400 lbs. section weight.
- 65 FT/2 EPA (Effective Projected Area) 80 mph

$810.00 DES-1 (direct embedment section)
- DES approximate weight 200 lbs.

GPT 20' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

40' of self-supporting tower sections.
- two 20' tower sections w/bolts.
- 24" width @ base
- 18" width @ top

$4,656.00 40' of self-supporting tower.
- tower PN - DT/SST40'/24"

- Two sections H1 & H2.
- 900 lbs. Total sections weight
- 60 FT/2 EPA (Effective Projected Area) 80 mph

$1,113.00 DES-2 (direct embedment section)
- DES approximate weight 250 lbs.

GPT 40' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

50' of self-supporting tower sections.
- two 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 24" width @ base
- 18" width @ top

$5,972.70 50' of self-supporting tower.
- tower PN - DT/SST50'/24"

- Two sections H1 & H2.
- One DT/FST10/18 standard 10 feet tall section

- 1185 lbs. Total section weight
- 45 FT/2 EPA (Effective Projected Area) 80 mph

$1,113.00 DES-2 (direct embedment section)
- DES approximate weight 250 lbs.

GPT 50' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Example Drawings:

Click here to see the Tnx Eng Tower Drawing

Click here to see the 50' SS Tower with 4' dish drawing

Click here to see the ballast foundation with 50' SS Tower Drawing.

60' of self-supporting tower sections.
- Three 20' tower sections w/bolts.
- 30" width @ base
- 18" width @ top

$8,256.00 60' self-supporting tower.
- tower PN - DT/SST60'/30"

- Three Sections H1, H2 & H3.
- 1,600 lbs. Total sections weight
- 55 FT/2 EPA (Effective Projected Area) 80 mph

$1,176.00 DES-3 (direct embedment section)
- DES approximate weight 300lbs.

GPT 60' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Ballast Tray Hand Calculations

Example PE stamped Drawings:

Click here to see the PE Stamped Tower Drawing on Ballast Tray

Click here to see the PE stamped TNX drawing

70' of self-supporting tower sections.
- three 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 30" width @ base
- 18" width @ top

$9,572.70 70' self-supporting tower.
- tower PN - DT/SST70'/30"

- Three Sections H1, H2 & H3

- One DT/FST10/18 standard 10 feet tall section
- 1,885 lbs. Total sections weight
- 40 FT/2 EPA (Effective Projected Area) 80 mph

$1,176.00 DES-3 (direct embedment section)
- DES approximate weight 300lbs.

GPT 70' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

70' SS Tower on Ballast Tray (TIA-222-H)

80' of self-supporting tower sections.
- Four 20' tower sections w/bolts.
- 36" width @ base
- 18" width @ top

$12,072.00 80' self-supporting tower.
- tower PN - DT/SST80'/36"

- Four Sections H1, H2, H3 & H4.
- 2,500 lbs. Total sections weight
- 50 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.

$1,533.00 DES-4 (direct embedment section)
- DES approximate weight 400lbs.

GPT 80' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Click here to see the PE stamped SS tower mat foundation

Click here to see the PE stamped 80’ SS tower & foundation

90' of self-supporting tower sections.
- Four 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 36" width @ base
- 18" width @ top

$13,388.70 90' self-supporting tower.
- tower PN - DT/SST90'/36"

- Four Sections H1, H2, H3 & H4

- One DT/FST10/18 standard 10 feet tall section
- 2,785 lbs. Total sections weight
- 35 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.

$1,533.00 DES-4 (direct embedment section)
- DES approximate weight 400lbs.

GPT 90' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

100' of self-supporting tower sections.

- Five 20' tower sections w/bolts.
- 42" width @ base
- 18" width @ top

$17,328.00 100' self-supporting tower.
- Tower PN - DT/SST100'/42"

- Five Sections H1, H2, H3, H4 & H5.
- 3,600 lbs. Total approximate sections weight
- 45 FT/2 EPA (Effective Projected Area) 80 mph

$1,827.00 DES-5 (direct embedment section)
- DES approximate weight 500lbs.

GPT 100' self-supporting 18 straight top Tower

Tower drawing

ND PE stamped tower & foundation drawing

PE analysis

MAT SS Foundation Drawing

Example - Pad and Pier Foundation Design Drawing

Example Towers:

100 FT SS Tower 42" wide base. Mahnomen MN county.
Tower and Tnx drawing

110' of self-supporting tower sections.

- Five 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 42" width @ base
- 18" width @ top

$18,644.70 110' self-supporting tower.
- Tower PN - DT/SST110'/42"

- Five sections H1, H2, H3, H4 & H5

- One DT/FST10/18 standard 10 feet tall section
- 3,885 lbs. Total approximate sections weight
- 30 FT/2 EPA (Effective Projected Area) 80 mph

$1,827.00 DES-5 (direct embedment section)
- DES approximate weight 500lbs.

GPT 110' self-supporting 18 straight top Tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

120' of self-supporting tower sections.

- Six 20' tower sections w/bolts.
- 48" width @ base
- 18" width @ top

$23,904.00 120' self-supporting tower.
- Tower PN - DT/SST120'/48"

- Six Sections H1, H2, H3, H4, H5 & H6.
- 5000 lbs. total approximate sections weight
- 40 FT/2 EPA (Effective Projected Area) 80 mph

$2,667.00 DES-6 (direct embedment section)
- DES approximate weight 600lbs.

GPT 120' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Example - Pad and Pier Foundation Design Drawing.

130' of self-supporting tower sections.

- Six 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 48" width @ base
- 18" width @ top

$25,220.400 130' self-supporting tower.
- Tower PN - DT/SST130'/48"

- Six Sections H1, H2, H3, H4, H5 & H6.

- One DT/FST10/18 standard 10 feet tall section
- 5285 lbs. Total approximate sections weight
- 25 FT/2 EPA (Effective Projected Area) 80 mph

$2,667.00 DES-6 (direct embedment section)
- DES approximate weight 600lbs.

GPT 130' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

140' of self-supporting tower sections.

- Seven 20' tower sections w/bolts.
- 54" width @ base
- 18" width @ top

$31,608.00 140' self-supporting tower.
- Tower PN - DT/SST140'/54"

- Seven Sections H1, H2, H3, H4, H5, H6 & H7.
- 6,700 lbs. tower sections weight
- 35 FT/2 EPA (Effective Projected Area) 75 mph

$3,129.00 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.

GPT 140' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Example - Pad and Pier Foundation Design Drawing.

Click here to see the Structural Analysis Report

150' of self-supporting tower sections.

- Seven 20' tower sections w/bolts.

- one 10' DT/FST10/18 tower section w/bolts.
- 54" width @ base
- 18" width @ top

$32,848.80 150' self-supporting tower.
- Tower PN - DT/SST150'/54"

- Seven Sections H1, H2, H3, H4, H5, H6 & H7.

- One DT/FST10/18 standard 10 feet tall section
- 6,985 lbs. tower sections weight
- 15 FT/2 EPA (Effective Projected Area) 75 mph

$3,129.00 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.

GPT 150' self-supporting tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

160' of self-supporting tower sections.

- Eight 20' tower sections & one 10' w/bolts.
- 54" width @ base
- 18" width @ top

$34,088.40 160' self-supporting tower. 
- Tower PN - DT/SST160'/54"

- Eight Sections H1, H2, H3, H4, H5, H6, H7 + 20' straight section
- 6, 950.lbs. tower sections weight
- 20 FT/2 EPA (Effective Projected Area) 70 mph

$3,129.00 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.

160-ft-self-supporting-tower-54-to-12-tower

Click here to see the Tower drawing.

Click here to see the MAT SS Foundation Drawing.

Example - Pad and Pier Foundation Design Drawing.