20' self-supporting tower.
- one 20' tower section w/bolts.
- 18" width @ base
- 18" width @ top
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- tower PN - DT/SST20'/18"
- One 20' tower Section H1.
- 65 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 200 lbs.(Not Included)
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- 400 lbs. section weight. |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
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40' self-supporting tower.
- two 20' tower sections w/bolts.
- 24" width @ base
- 18" width @ top
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- tower PN - DT/SST40'/24"
- Two sections H1 & H2.
- 60 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 250 lbs.(Not Included)
|
- 900 lbs. Total sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
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50' self-supporting tower.
- two 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 24" width @ base
- 18" width @ top
|
- tower PN - DT/SST50'/24"
- Two sections H1 & H2.
- One DT/FST10/18 standard 10 feet tall section
- 45 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 250 lbs.(Not Included)
|
- 1185 lbs. Total section weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
Example Drawings:
Tnx Eng Tower Drawing
50' SS Tower with 4' dish drawing
ballast foundation with 50' SS Tower Drawing.
|
60' self-supporting tower.
- Three 20' tower sections w/bolts.
- 30" width @ base
- 18" width @ top
|
- tower PN - DT/SST60'/30"
- Three Sections H1, H2 & H3.
- 55 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 300lbs.(Not Included)
|
- 1,600 lbs. Total sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
Ballast Tray Hand Calculations
Example PE stamped Drawings:
PE Stamped Tower Drawing on Ballast Tray
PE stamped TNX drawing
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70' self-supporting tower.
- three 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 30" width @ base
- 18" width @ top
|
- tower PN - DT/SST70'/30"
- Three Sections H1, H2 & H3
- One DT/FST10/18 standard 10 feet tall section
- 40 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 300lbs.(Not Included)
|
- 1,885 lbs. Total sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
70' SS Tower on Ballast Tray (TIA-222-H)
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80' self-supporting tower.
- Four 20' tower sections w/bolts.
- 36" width @ base
- 18" width @ top
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- tower PN - DT/SST80'/36"
- Four Sections H1, H2, H3 & H4.
- 50 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.
- DES approximate weight 400lbs.(Not Included)
|
- 2,500 lbs. Total sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
PE stamped SS tower mat foundation
PE stamped 80’ SS tower & foundation
|
90' self-supporting tower.
- Four 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 36" width @ base
- 18" width @ top
|
- tower PN - DT/SST90'/36"
- Four Sections H1, H2, H3 & H4
- One DT/FST10/18 standard 10 feet tall section
- 35 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.
- DES approximate weight 400lbs.(Not Included)
|
- 2,785 lbs. Total sections weight |
Tower drawing.
MAT SS Foundation Drawing.
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100' self-supporting tower.
- Five 20' tower sections w/bolts.
- 42" width @ base
- 18" width @ top
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- Tower PN - DT/SST100'/42"
- Five Sections H1, H2, H3, H4 & H5.
- 45 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 500lbs.(Not Included)
|
- 3,600 lbs. Total approximate sections weight |
Tower drawing
ND PE stamped tower & foundation drawing
PE analysis
MAT SS Foundation Drawing
Pole / Tower Foundation Assembly
Example - Pad and Pier Foundation Design Drawing
Example Towers:
100 FT SS Tower 42" wide base. Mahnomen MN county.
Tower and Tnx drawing
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110' self-supporting tower.
- Five 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 42" width @ base
- 18" width @ top
|
- Tower PN - DT/SST110'/42"
- Five sections H1, H2, H3, H4 & H5
- One DT/FST10/18 standard 10 feet tall section
- 30 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 500lbs.(Not Included)
|
- 3,885 lbs. Total approximate sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
|
120' self-supporting tower.
- Six 20' tower sections w/bolts.
- 48" width @ base
- 18" width @ top
|
- Tower PN - DT/SST120'/48"
- Six Sections H1, H2, H3, H4, H5 & H6.
- 40 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 600lbs.(Not Included)
|
- 5000 lbs. total approximate sections weight |
Tower drawing.
Example - 120' self-supporting Tower Drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
Example - Pad and Pier Foundation Design Drawing.
|
130' self-supporting tower.
- Six 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 48" width @ base
- 18" width @ top
|
- Tower PN - DT/SST130'/48"
- Six Sections H1, H2, H3, H4, H5 & H6.
- One DT/FST10/18 standard 10 feet tall section
- 25 FT/2 EPA (Effective Projected Area) 80 mph
- DES approximate weight 600lbs.(Not Included)
|
- 5285 lbs. Total approximate sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
|
140' self-supporting tower.
- Seven 20' tower sections w/bolts.
- 54" width @ base
- 18" width @ top
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- Tower PN - DT/SST140'/54"
- Seven Sections H1, H2, H3, H4, H5, H6 & H7.
- 35 FT/2 EPA (Effective Projected Area) 75 mph
- DES approximate weight 700 lbs.(Not Included)
|
- 6,700 lbs. tower sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
Example - Pad and Pier Foundation Design Drawing.
Structural Analysis Report
|
150' self-supporting tower.
- Seven 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 54" width @ base
- 18" width @ top
|
- Tower PN - DT/SST150'/54"
- Seven Sections H1, H2, H3, H4, H5, H6 & H7.
- One DT/FST10/18 standard 10 feet tall section
- 15 FT/2 EPA (Effective Projected Area) 75 mph
- DES approximate weight 700 lbs.(Not Included)
|
- 6,950 lbs. tower sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
|
160' self-supporting tower.
- Eight 20' tower sections & one 10' w/bolts.
- 54" width @ base
- 18" width @ top
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- Tower PN - DT/SST160'/54"
- Eight Sections H1, H2, H3, H4, H5, H6, H7 + 20' straight section
- 20 FT/2 EPA (Effective Projected Area) 70 mph
- DES approximate weight 700 lbs.(Not Included)
|
- 6,985.lbs. tower sections weight |
Tower drawing.
MAT SS Foundation Drawing.
Pole / Tower Foundation Assembly
Example - Pad and Pier Foundation Design Drawing.
|