Lighthouse Wind

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Author: HVSCoordinate System: NAD 1983 StatePlane New York West FIPS 3103 FeetProjection: Transverse MercatorDatum: North American 1983Units: Foot US

0 1 20.5Kilometers

0 0.8 1.60.4Miles

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Parcel Boundary Project Boundary

Existing and Proposed Meteorlogical Tower (MetTower)

Locations

MET Location Exhibit

Location of parcel boundaries and features shown on map are approximate and subject to final survey.

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County Parcel!. MetTower, Proposed

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Proposed MET Location ExhibitBane, Donna Rae


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! Parking and Loading Area! Point of Enrty and Exit

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Proposed MET Location ExhibitEggert, Barbara R


!.MET Tower, ProposedAnchor Points (125 ft from MET Tower)

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County Parcel

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Proposed MET Location ExhibitLyndaker, Charles E


!.MET Tower, ProposedAnchor Points (125 ft from MET Tower)

!Parking and Loading Area!Point of Enrty and Exit

County Parcel

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62 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011

60m XHD with Standard Footprint

Tower Layout



Site Layout



Code Compliance Curve – Imperial Units



Code Compliance Curve – SI Units



Stamped Drawing



Anchor Loads – Imperial Units (The loads shown on the graph apply to each of the anchors)



Tower Layout



Site Layout



Code Compliance Curve – Imperial Units



Code Compliance Curve – SI Units



Stamped Drawing



Anchor Loads – Imperial Units (The loads shown on the graph apply to each of the anchors)





Anchor Loads – SI Units (The loads shown on the graph apply to each of the anchors)



Baseplate Loads – Imperial Units



Baseplate Loads – SI Units



Tower Erection Forces (tower only) EIA-222-F wind velocity

Horizontal base reaction Winch anchor reaction (b)

0 m/s (0 mph) 23.1 kN (5200 lbs.) (a) 32.0 kN (7200 lbs) @ 44° from Horizontal Load spread between the 3 anchors or 10.7 kN (2400 lbs) per anchor

Tower Erection Forces (with typical NOW System – 2 booms at 40 m, 3 booms at 50 m, 3 booms at 58 m, cables) EIA-222-F wind velocity

Horizontal base reaction Winch anchor reaction (b)

0 m/s (0 mph) 25.8 kN (5800 lbs.) (a) 35.6 kN (8000 lbs) @ 44° from Horizontal Load spread between the 3 anchors or 11.9 kN (2667 lbs) per anchor

Notes: a) The maximum horizontal reaction occurs when the tower is just off the ground. b) Maximum force on the winch anchor during tower erection (occurs when tower is just above the ground). c) These values assume no safety factor.



Baseplate Geometry



Lighthouse Wind

Documents