Building Permits at 18 New York Ave Ne, Washington, Dc 20002

RECENT PROJECTS

Content	Date	Contractor Rank	Address	Contractor
Redefining a great hotel value by the day, week, or month. Date: September 4, 2012 Client: Van Wagner \| Applicant: Charles Elliot; Charles Elliott; Van Wagner Wall To Wall, Llc \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1200104	2012/09/04	95	18 New York Ave Ne Washington Dc 20002
Plans for half the price of at&t and verizon. Samsung galaxy siii. 4glte. Cricket your call. Date: March 15, 2013 Client: Van Wagner \| Applicant: Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300056	2013/03/15	95	18 New York Ave Ne Washington Dc 20002
6 soil borings. 2 at 10, 3 at 25, and 1 at 45. Date: April 12, 2013 Client: Sjm Partners, Inc. \| Applicant: Sjm Partners, Inc.; Ecs Mid-Atlantic, Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300181	2013/04/12	95	18 New York Ave Ne Washington Dc 20002
Four soil boring will be done to a depth of approximately feet bellow ground surface. Four temporary piezometers will be placed in order to collect water samples. These will be removed the same day as excavation. Three temporary soil vapor points will also be placed to a depth of 15 ft. Date: April 24, 2013 Client: Sang Kwonchio \| Applicant: Sang Kwonchio; Ecs Mid-Atlantic Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300189	2013/04/24	95	18 New York Ave Ne Washington Dc 20002
Install five 2-inch groundwater monitoring wells using hollow-stem auger drilling to obtain soil and groundwater samples across the property. The groundwater monitoring wells will be completed to a depth of feet below ground surface with a . 2 slot screen from 5 feet below ground surface to feet below ground surface. The screen will be covered with filter sand to two feet above the screen level. The remaining space surrounding the wells will then be filled with a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water. The wells will then be flush mounted with locking well caps. Following well installation, four 2. 25 inch soil borings will be advanced using the hollow stem auger drill rig and will be completed at a depth of feet below ground surface. The borings will be used to collect soil samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bott Date: October 21, 2013 Client: Sang Kwonchio \| Applicant: Sang Kwonchio; Ecs Mid-Atlantic, Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400018	2013/10/21	95	18 New York Ave Ne Washington Dc 20002
Discover ranks #1 in customer loyalty. Get it at discover. Com. Date: May 15, 2013 Client: Van Wagner \| Applicant: Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300080	2013/05/15	95	18 New York Ave Ne Washington Dc 20002
Proposed work consist on drilling 15 soil borings in private property. Borings will be drilled to depth of feet max and the soil borings diameter 3. 25. Golder will mobilize to the site with two subcontractors to provide access to proposed sample locations in the vicinity of the former rail spur and collect representative grab soil samples. Soil boring locations will be field-located using a handheld global positioning system -gps- and the drilling activities will be performed by tidewater inc. Of vienna, virginia using a geoprobe-r- dt66 tracked direct-push rig. The soil borings will be advanced continuously with five-foot long 3. 25-inch macro-core downhole tools equipped with disposable acetate liner sleeves. As per work plan report, site plans, dc well construction application and dc well schematic form, all work will be executed under ddoe/wqd regulation. Date: January 14, 2014 Client: Sang K Choi \| Applicant: Rps, Inc. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400082	2014/01/14	95	18 New York Ave Ne Washington Dc 20002
Ecs will abandon six monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, powdered bentonite slurry with a 60: mix ratio will then be placed using a tremie pipe from the bottom of the well/boring to the surface. The to ratio will consist of the following material 1 pounds bentonite powder to 94 pounds cement with 82 gallons of water. Any waste material generated pvc, well cover, etc will be disposed of appropriately. Date: December 5, 2014 Client: Tcg Storage, Llc \| Applicant: Tcg Storage, Llc; Ecs Mid-Atlantic Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500054	2014/12/05	95	18 New York Ave Ne Washington Dc 20002
Mechanical Date: November 6, 2015 Applicant: Timothy P. Cropp \| Permit status: Permit issued \| Permit id: M1600355	2015/11/06	95	18 New York Ave Ne Washington Dc 20002
SCORE 56 Redefining a great hotel value by the day, week, or month. Date: September 4, 2012 Contractor: Charles Elliot; Charles Elliott; Van Wagner Wall To Wall Llc Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1200104	2012/09/04	56	18 New York Ave Ne	Charles Elliot; Charles Elliott; Van Wagner Wall To Wall Llc
SCORE 59 Plans for half the price of at&t and verizon. Samsung galaxy siii. 4glte. Cricket your call. Date: March 15, 2013 Contractor: Van Wagner Wall To Wall Llc Charles Elliot Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300056	2013/03/15	59	18 New York Ave Ne	Van Wagner Wall To Wall Llc Charles Elliot Charles Elliott
SCORE 59 Discover ranks #1 in customer loyalty. Get it at discover. Com. Date: May 15, 2013 Contractor: Van Wagner Wall To Wall Llc Charles Elliot Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300080	2013/05/15	59	18 New York Ave Ne	Van Wagner Wall To Wall Llc Charles Elliot Charles Elliott
SCORE 56 Redefining a great hotel value by the day, week, or month. Date: September 4, 2012 Contractor: Charles Elliot Charles Elliott Van Wagner Wall To Wall Llc Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1200104	2012/09/04	56	18 New York Ave Ne	Charles Elliot Charles Elliott Van Wagner Wall To Wall Llc
SCORE 59 Plans for half the price of at&t and verizon. Samsung galaxy siii. 4glte. Cricket your call. Date: March 15, 2013 Contractor: Van Wagner Wall To Wall Llc; Charles Elliot; Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300056	2013/03/15	59	18 New York Ave Ne	Van Wagner Wall To Wall Llc; Charles Elliot; Charles Elliott
SCORE 59 Discover ranks #1 in customer loyalty. Get it at discover. Com. Date: May 15, 2013 Contractor: Van Wagner Wall To Wall Llc; Charles Elliot; Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300080	2013/05/15	59	18 New York Ave Ne	Van Wagner Wall To Wall Llc; Charles Elliot; Charles Elliott
SCORE 59 Redefining a great hotel value by the day, week, or month. Date: September 4, 2012 Contractor: Charles Elliot; Charles Elliott; Van Wagner Wall To Wall, Llc Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1200104	2012/09/04	59	18 New York Ave Ne	Charles Elliot; Charles Elliott; Van Wagner Wall To Wall, Llc
SCORE 64 Plans for half the price of at&t and verizon. Samsung galaxy siii. 4glte. Cricket your call. Date: March 15, 2013 Contractor: Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300056	2013/03/15	64	18 New York Ave Ne	Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott
SCORE 64 Discover ranks #1 in customer loyalty. Get it at discover. Com. Date: May 15, 2013 Contractor: Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott Client: Van Wagner \| Permit type: Special sign \| Permit status: Permit issued \| Permit id: Ss1300080	2013/05/15	64	18 New York Ave Ne	Van Wagner Wall To Wall, Llc; Charles Elliot; Charles Elliott
SCORE 96 Electrical Date: April 17, 2015 Contractor: John H Thomson Permit status: Permit issued \| Permit id: E1505018	2015/04/17	96	18 New York Ave Ne, Washington, Dc 20002	John H Thomson
SCORE 89 Plumbing and gas Date: June 10, 2015 Contractor: Kenny Sowash Permit status: Permit issued \| Permit id: P1506241	2015/06/10	89	18 New York Ave Ne, Washington, Dc 20002	Kenny Sowash
SCORE 56 New led signs Date: June 30, 2015 Contractor: 18 New York Ave Self Storage Part; N A Permit type: Sign \| Permit status: Permit issued \| Permit id: Sg1500335	2015/06/30	56	18 New York Ave Ne, Washington, Dc 20002	18 New York Ave Self Storage Part; N A
Plumbing and gas Date: April 20, 2015 Permit status: Permit issued \| Permit id: P1505137	2015/04/20	95	18 New York Ave Ne, Washington, Dc 20002
SCORE 96 Mechanical Date: November 6, 2015 Contractor: Timothy P. Cropp Permit status: Completed \| Permit id: M1600355	2015/11/06	96	18 New York Ave Ne, Washington, Dc 20002	Timothy P. Cropp
SCORE 96 Electrical Date: August 12, 2016 Contractor: Daniel O White Permit status: Permit issued \| Permit id: E1609181	2016/08/12	96	18 New York Ave Ne, Washington, Dc 20002	Daniel O White
SCORE 56 Ecs will abandon six monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, powdered bentonite slurry with a 60: mix ratio will then be placed using a tremie pipe from the bottom of the well/boring to the surface. The to ratio will consist of the following material 1 pounds bentonite powder to 94 pounds cement with 82 gallons of water. Any waste material generated pvc, well cover, etc will be disposed of appropriately. Date: December 5, 2014 Contractor: Tcg Storage Llc Ecs Midatlantic Llc Client: Tcg Storage, Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500054	2014/12/05	56	18 New York Ave Ne, Washington, Dc 20002	Tcg Storage Llc Ecs Midatlantic Llc
SCORE 100 Proposed work consist on drilling 15 soil borings in private property. Borings will be drilled to depth of feet max and the soil borings diameter 3. 25. Golder will mobilize to the site with two subcontractors to provide access to proposed sample locations in the vicinity of the former rail spur and collect representative grab soil samples. Soil boring locations will be field-located using a handheld global positioning system -gps- and the drilling activities will be performed by tidewater inc. Of vienna, virginia using a geoprobe-r- dt66 tracked direct-push rig. The soil borings will be advanced continuously with five-foot long 3. 25-inch macro-core downhole tools equipped with disposable acetate liner sleeves. As per work plan report, site plans, dc well construction application and dc well schematic form, all work will be executed under ddoe/wqd regulation. Date: January 14, 2014 Contractor: Rps Inc Client: Sang K Choi \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400082	2014/01/14	100	18 New York Ave Ne, Washington, Dc 20002	Rps Inc
SCORE 59 Four soil boring will be done to a depth of approximately feet bellow ground surface. Four temporary piezometers will be placed in order to collect water samples. These will be removed the same day as excavation. Three temporary soil vapor points will also be placed to a depth of 15 ft. Date: April 24, 2013 Contractor: Sang Kwonchio Ecs Midatlantic Llc Client: Sang Kwonchio \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300189	2013/04/24	59	18 New York Ave Ne, Washington, Dc 20002	Sang Kwonchio Ecs Midatlantic Llc
SCORE 56 6 soil borings. 2 at 10, 3 at 25, and 1 at 45. Date: April 12, 2013 Contractor: Sjm Partners Inc.; Ecs Midatlantic Llc Client: Sjm Partners, Inc. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300181	2013/04/12	56	18 New York Ave Ne, Washington, Dc 20002	Sjm Partners Inc.; Ecs Midatlantic Llc
SCORE 59 Install five 2-inch groundwater monitoring wells using hollow-stem auger drilling to obtain soil and groundwater samples across the property. The groundwater monitoring wells will be completed to a depth of feet below ground surface with a . 2 slot screen from 5 feet below ground surface to feet below ground surface. The screen will be covered with filter sand to two feet above the screen level. The remaining space surrounding the wells will then be filled with a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water. The wells will then be flush mounted with locking well caps. Following well installation, four 2. 25 inch soil borings will be advanced using the hollow stem auger drill rig and will be completed at a depth of feet below ground surface. The borings will be used to collect soil samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bott Date: October 21, 2013 Contractor: Sang Kwonchio; Ecs Midatlantic Llc Client: Sang Kwonchio \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400018	2013/10/21	59	18 New York Ave Ne, Washington, Dc 20002	Sang Kwonchio; Ecs Midatlantic Llc
SCORE 56 6 soil borings. 2 at 10, 3 at 25, and 1 at 45. Date: April 12, 2013 Contractor: Sjm Partners Inc. Ecs Midatlantic Llc Client: Sjm Partners, Inc. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300181	2013/04/12	56	18 New York Ave Ne, Washington, Dc 20002	Sjm Partners Inc. Ecs Midatlantic Llc
SCORE 59 Install five 2-inch groundwater monitoring wells using hollow-stem auger drilling to obtain soil and groundwater samples across the property. The groundwater monitoring wells will be completed to a depth of feet below ground surface with a . 2 slot screen from 5 feet below ground surface to feet below ground surface. The screen will be covered with filter sand to two feet above the screen level. The remaining space surrounding the wells will then be filled with a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water. The wells will then be flush mounted with locking well caps. Following well installation, four 2. 25 inch soil borings will be advanced using the hollow stem auger drill rig and will be completed at a depth of feet below ground surface. The borings will be used to collect soil samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bott Date: October 21, 2013 Contractor: Sang Kwonchio Ecs Midatlantic Llc Client: Sang Kwonchio \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400018	2013/10/21	59	18 New York Ave Ne, Washington, Dc 20002	Sang Kwonchio Ecs Midatlantic Llc
SCORE 56 Ecs will abandon six monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, powdered bentonite slurry with a 60: mix ratio will then be placed using a tremie pipe from the bottom of the well/boring to the surface. The to ratio will consist of the following material 1 pounds bentonite powder to 94 pounds cement with 82 gallons of water. Any waste material generated pvc, well cover, etc will be disposed of appropriately. Date: December 5, 2014 Contractor: Tcg Storage Llc; Ecs Midatlantic Llc Client: Tcg Storage, Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500054	2014/12/05	56	18 New York Ave Ne, Washington, Dc 20002	Tcg Storage Llc; Ecs Midatlantic Llc
New led signs Date: June 30, 2015 Permit type: Sign \| Permit status: Permit issued \| Permit id: Sg1500335	2015/06/30	95	18 New York Ave Ne, Washington, Dc 20002
Electrical Date: January 4, 2017 Permit status: Permit issued \| Permit id: E1702575	2017/01/04	95	18 New York Ave Ne, Washington, Dc 20002
SCORE 59 Four soil boring will be done to a depth of approximately feet bellow ground surface. Four temporary piezometers will be placed in order to collect water samples. These will be removed the same day as excavation. Three temporary soil vapor points will also be placed to a depth of 15 ft. Date: April 24, 2013 Contractor: Sang Kwonchio; Ecs Midatlantic Llc Client: Sang Kwonchio \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300189	2013/04/24	59	18 New York Ave Ne, Washington, Dc 20002	Sang Kwonchio; Ecs Midatlantic Llc
SCORE 56 Install five 2-inch groundwater monitoring wells using hollow-stem auger drilling to obtain soil and groundwater samples across the property. The groundwater monitoring wells will be completed to a depth of feet below ground surface with a . 2 slot screen from 5 feet below ground surface to feet below ground surface. The screen will be covered with filter sand to two feet above the screen level. The remaining space surrounding the wells will then be filled with a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water. The wells will then be flush mounted with locking well caps. Following well installation, four 2. 25 inch soil borings will be advanced using the hollow stem auger drill rig and will be completed at a depth of feet below ground surface. The borings will be used to collect soil samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bott Date: October 21, 2013 Contractor: Sang Kwonchio; Ecs Midatlantic, Llc Client: Sang Kwonchio \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400018	2013/10/21	56	18 New York Ave Ne, Washington, Dc 20002	Sang Kwonchio; Ecs Midatlantic, Llc
SCORE 56 6 soil borings. 2 at 10, 3 at 25, and 1 at 45. Date: April 12, 2013 Contractor: Sjm Partners, Inc.; Ecs Midatlantic, Llc Client: Sjm Partners, Inc. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1300181	2013/04/12	56	18 New York Ave Ne, Washington, Dc 20002	Sjm Partners, Inc.; Ecs Midatlantic, Llc
SCORE 56 Ecs will abandon six monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, powdered bentonite slurry with a 60: mix ratio will then be placed using a tremie pipe from the bottom of the well boring to the surface. The to ratio will consist of the following material 1 pounds bentonite powder to 94 pounds cement with 82 gallons of water. Any waste material generated pvc, well cover, etc will be disposed of appropriately. Date: December 5, 2014 Contractor: Tcg Storage, Llc; Ecs Midatlantic Llc Client: Tcg Storage, Llc \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500054	2014/12/05	56	18 New York Ave Ne, Washington, Dc 20002	Tcg Storage, Llc; Ecs Midatlantic Llc
SCORE 89 Proposed work consist on drilling 15 soil borings in private property. Borings will be drilled to depth of feet max and the soil borings diameter 3. 25. Golder will mobilize to the site with two subcontractors to provide access to proposed sample locations in the vicinity of the former rail spur and collect representative grab soil samples. Soil boring locations will be field-located using a handheld global positioning system -gps- and the drilling activities will be performed by tidewater inc. Of vienna, virginia using a geoprobe-r- dt66 tracked direct-push rig. The soil borings will be advanced continuously with five-foot long 3. 25-inch macro-core downhole tools equipped with disposable acetate liner sleeves. As per work plan report, site plans, dc well construction application and dc well schematic form, all work will be executed under ddoe wqd regulation. Date: January 14, 2014 Contractor: Rps, Inc Client: Sang K Choi \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400082	2014/01/14	89	18 New York Ave Ne, Washington, Dc 20002	Rps, Inc
New led signs Date: June 30, 2015 Permit type: Sign \| Permit status: Permit issued \| Permit id: Sg1500335	2015/06/30	95	18 New York Ave Ne, Washington, Dc 20002
SCORE 96 New self storage facility with caretaker apartment. Date: May 21, 2015 Contractor: Phillip Pitting Capitol Permits Permit type: New building \| Permit status: Completed \| Permit id: B1410848	2015/05/21	96	18 New York Ave Ne, Washington, Dc 20002	Phillip Pitting Capitol Permits
SCORE 93 Foundation to grade only under this permit application Date: March 20, 2015 Contractor: Philip Pittinge Capitol Permits Client: New York Avenue Self Storage Llc C O Storage Zone \| Permit type: Foundation only \| Permit status: Completed \| Permit id: Fd1400032	2015/03/20	93	18 New York Ave Ne, Washington, Dc 20002	Philip Pittinge Capitol Permits
SCORE 56 Civil site work only under this application. Date: March 2, 2015 Contractor: Pittingerdunha Capitol Permits; Justin Bradley; Trey Burke Client: New York Avenue Self Storage Llc C O Storage Zone \| Permit type: Civil plans \| Permit status: Permit issued \| Permit id: Bciv1500058	2015/03/02	56	18 New York Ave Ne, Washington, Dc 20002	Pittingerdunha Capitol Permits; Justin Bradley; Trey Burke
SCORE 93 Excavation sheeting and shoring on private property for new storage facility Date: April 21, 2015 Contractor: Janice Marut Permit Pushers Permit type: Sheeting and shoring \| Permit status: Permit issued \| Permit id: Sh1500028	2015/04/21	93	18 New York Ave Ne, Washington, Dc 20002	Janice Marut Permit Pushers
SCORE 96 Electrical Date: April 17, 2015 Contractor: John H Thomson Permit status: Permit issued \| Permit id: E1505018	2015/04/17	96	18 New York Ave Ne, Washington, Dc 20002	John H Thomson
SCORE 96 Electrical Date: May 22, 2015 Contractor: John H Thomson Permit status: Completed \| Permit id: E1506038	2015/05/22	96	18 New York Ave Ne, Washington, Dc 20002	John H Thomson
Plumbing and gas Date: April 20, 2015 Permit status: Permit issued \| Permit id: P1505137	2015/04/20	95	18 New York Ave Ne, Washington, Dc 20002
SCORE 89 Plumbing and gas Date: June 10, 2015 Contractor: Kenny Sowash Permit status: Permit issued \| Permit id: P1506241	2015/06/10	89	18 New York Ave Ne, Washington, Dc 20002	Kenny Sowash
SCORE 96 Mechanical Date: November 6, 2015 Contractor: Timothy P. Cropp Permit status: Completed \| Permit id: M1600355	2015/11/06	96	18 New York Ave Ne, Washington, Dc 20002	Timothy P. Cropp
SCORE 56 To install 79 kw size of 298 solar panels with a ballasted system on the roof of the building. Date: December 1, 2016 Contractor: Self Storage Partners; Solar Solution Llc; Jeff Cheng; Daniel Palousek Client: Self Storage Partners \| Permit type: Solar system \| Permit status: Permit issued \| Permit id: Sol1700061	2016/12/01	56	18 New York Ave Ne, Washington, Dc 20002	Self Storage Partners; Solar Solution Llc; Jeff Cheng; Daniel Palousek
SCORE 56 Installation of 1 temporary construction trailer on private property. Date: January 25, 2016 Contractor: Jeff Marcey Permit type: Building \| Permit status: Permit issued \| Permit id: Pc64978369	2016/01/25	56	18 New York Ave Ne, Washington, Dc 20002	Jeff Marcey
SCORE 96 Electrical Date: August 12, 2016 Contractor: Daniel O White Permit status: Permit issued \| Permit id: E1609181	2016/08/12	96	18 New York Ave Ne, Washington, Dc 20002	Daniel O White
Electrical Date: January 4, 2017 Permit status: Permit issued \| Permit id: E1702575	2017/01/04	95	18 New York Ave Ne, Washington, Dc 20002
SCORE 56 This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeildl4cl24431oas%2bcnag4fbr Date: May 23, 2015 Contractor: Miike White; 18 New York A 18 New York Ave Self Storage Pa; Kenneth Johnson Permit type: Plumbing and gas \| Permit status: Permit issued \| Permit id: G38863970	2015/05/23	56	18 New York Ave Ne, Washington, Dc 20002	Miike White; 18 New York A 18 New York Ave Self Storage Pa; Kenneth Johnson
SCORE 86 Type of elevator : two (2) traction /steel / centrally / vertical transpotation Date: December 14, 2015 Contractor: Mark A Dorsey Permit type: Elevator - new \| Permit status: Permit issued \| Permit id: En1600389	2015/12/14	86	18 New York Ave Ne, Washington, Dc 20002	Mark A Dorsey
SCORE 56 This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeildl4cl24431oo31p%2fcs2vsx Date: June 3, 2016 Contractor: Mike White; 18 New York A 18 New York Ave Self Storage Pa; Kenneth Johnson Permit type: Plumbing and gas \| Permit status: Completed \| Permit id: P81619247	2016/06/03	56	18 New York Ave Ne, Washington, Dc 20002	Mike White; 18 New York A 18 New York Ave Self Storage Pa; Kenneth Johnson
SCORE 56 This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeilcafyhvfpkizrxct7mrnqlh Date: June 3, 2016 Contractor: Kevin Washington; Self Storage Partners Llc; John Thomson Client: Self Storage Partners Llc \| Permit type: Electrical \| Permit status: Completed \| Permit id: E30897069	2016/06/03	56	18 New York Ave Ne, Washington, Dc 20002	Kevin Washington; Self Storage Partners Llc; John Thomson

Building Permits at 18 New York Ave Ne, Washington, DC 20002