JEFFREY JEROME LAMMERS
Pilots at Flanders Dr, Melbourne, FL

License number
Florida A3797179
Issued Date
Jan 2016
Expiration Date
Jan 2018
Category
Airmen
Type
Authorized Aircraft Instructor
Address
Address
283 Flanders Dr, Melbourne, FL 32903

Personal information

See more information about JEFFREY JEROME LAMMERS at radaris.com
Name
Address
Phone
Jeffrey Lammers, age 63
283 Flanders Dr, Indialantic, FL 32903
(321) 543-1756
Jeffrey P Lammers, age 75
1646 Lago Vista Blvd, Palm Harbor, FL 34685
(727) 786-2012
Jeffrey P Lammers, age 75
169 Emerald Rdg, Santa Rosa Beach, FL 32459
(850) 622-4789
Jeffrey P Lammers, age 75
2410 Hampton Ln W, Safety Harbor, FL 34695
Jeffrey A Lammers
755 Tibidabo Ave, Miami, FL 33143

Professional information

See more information about JEFFREY JEROME LAMMERS at trustoria.com
Jeffrey Lammers Photo 1
Apparatus And System To Minimize Damage To Structures Or Trees During High Winds

Apparatus And System To Minimize Damage To Structures Or Trees During High Winds

US Patent:
2008007, Mar 27, 2008
Filed:
Aug 26, 2006
Appl. No.:
11/510023
Inventors:
Jeffrey Jerome Lammers - Indialantic FL, US
International Classification:
A01G 17/10
US Classification:
47 42
Abstract:
A temporary apparatus to prevent damage to structures such as screen enclosures during high winds. The apparatus uses a proprietary bracket specifically designed for target structure members that is permanently attached to the structural member, a ground anchor, which may be any permanent or temporary fixture that may be used as a ground anchor; and any tie-down material or method that may be used to temporarily tie said bracket to said ground anchor. Alternatively, a temporary apparatus to prevent damage to trees or poles during high winds or other vulnerable times. The apparatus uses a proprietary bracket specifically designed for structural members that may be permanently or temporarily attached, and the whole is secured with similar anchors and temporary tie-down materials. The bracket is so designed that it increases its grip on the structural member as wind loading increases.