311,796 SF 280 Richards Street
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280 Richards Street 311,796 SF RED HOOK, BROOKLYN OF INDUSTRIAL PRODUCT FOR LEASE CENTRAL E-COMMERCE LOCATION SUMMARY 280 Richards Street is a state-of-the-art logistics warehouse located in Red Hook; one of the hottest neighborhoods in Brooklyn. The building offers a superior location to reach Brooklyn and Manhattan e-commerce customers with immediate access to I-278 (Brooklyn Queens Expressway) and the Hugh Carey Tunnel. The facility is a top-tier single-level building with wide column spans, energy efficient lighting, and an abundance of parking and circulation for trucks and cars. With a mounting deficit of purpose-built logistics buildings, 280 Richards Street will be in huge demand by third party logitics companies and large e-commerce companies looking for quality last mile distribution facilities. The location offers a unique opportunity for them to quickly deliver goods to their consumers, with special access to an exponentially growing segment of the e-commerce business: the millennial populations of Brooklyn and lower Manhattan. Ultimately, it will allow these companies to conveniently insert themselves into New York’s competitive e-commerce field with access to a hotspot of e-commerce consumers. Property Overview 280 Richards Street is a class A warehouse development being developed by Thor Equities. With access to a vast Address 280 Richards Street, workforce, modern distribution tenants will have a surplus Brooklyn, NY of quality labor at their doorstep. 280 Richards is located Total SF 311,796 in a prime area with easy access to New York City. Warehouse SF 139,244 n For long term lease Mezzanine/Office SF 11,732 n Build-to-suit opportunity Rooftop Vehicle Storage 160,820 SF n Ideal opportunity for retailers, e-commerce and NYC centric companies Lot Size 15.99 Acres n Excellent labor pool Building Dimensions 660’ x 243’ n Located in Red Hook, Brooklyn Clear Ceiling n Two minutes from Manhattan Height to Structure 36’ n Less than a minute from the Hugh L. Carey Tunnel Sprinkler ESFR n Single tenant Power 120/208 V n Rooftop fleet parking Column Spacing 63’ x 54’ n Enormous amount of power (#s to be finalized Lighting LED with building engineers) Dock Doors 30 n Able to withstand latest flood regulations with Drive-in Doors TBD backup generator on site At Grade Car Parking 89 spaces n Extremely high loading and tolerance factors on the slab and structure Trailer Parking TBD Truck Court 65’-0” Expected Delivery 2021 First Floor Plan CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 1 2 1 2 3 4 5 6 7 A-200A-301 8 9 A-300 10 11 12 13 656'-8" Y WORK 58'-4" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 58'-4" 4'-0" 4'-0" 112'-0" 4'-0" 422'-0" 4'-0" 112'-0" 14 PANELS @ 8'-0" 14 PANELS @ 8'-0" 17'-0" 18'-0" 18'-0" SIM. TYP. TYP. TYP. SIM. 1 4'-6" 4'-6" 1 A-440 1'-6" 14'-0" 1'-6" 5'-0" 8'-0" 5'-0" 9'-0" -5'-4" A-440 -4'-0" -4'-0" 208 STAIR A 4 -5'-4" ELEV 1 A-420 ST-1 ELEV1 6 -4'-0" -4'-0" A-301 ELEV 2 STAIR B 9'-4" 1 ELEV2 ST-2 A-420 106 UP 210 UP 1'-0" 1'-0" F.O.C. TYP. 4'-8" @ 2 PANELS F.O.C. P.J. A P.J. 107 213 ST01 103 A TYP. 2 UP 109 A-302 ST01a TRUCKER 2 LOUNGE UP 5 OFFICE A-400 48'-0" 101 OF AN COMMENCEMENT TO THE PRIOR MALCOMB WARE OF ICE 108 A-200 MEN'S 103 108 RESTROOM 6 8'-0" @ 6 PANELS 106a 101 4 LOBBY 1 A-200 WOMEN'S 1 A-403 106 IDF CLOSET A-300 40'-0" A-300 RESTROOM 50'-0" 102 TRUCKER WOMEN'S 204 102 117 UP STAIR F 48'-0" RESTROOM OFFICE TOILET 0'-0" 214 8'-0" @ 5 PANELS 120 205 ST-6 107 109 105 105 104 TYP. TYP. 117 6 PANELS @ 8'-0" @ 6 PANELS P.J. 107a ST06 100a 103a P.J. B P.J. P.J. B 100l JANITOR SD133 100m 100o SD132 116 OUTGOING 110 architecture planning interiors graphics engineering civil 90 Woodbridge Center Dr #320 Woodbridge, NJ07095 732.986.9000 P 732.986.9984 F 124 100n 2 P.J. IDF CLOSET CLOSET A-401 SWR. P.J. UP 120 124 SD101 SD102 SD103 SD104 SD105 SD107 SD108 SD109 SD110 SD111 SD112 SD113 SD114 SD115 SD116 SD118 SD119 SD120 110 4'-0" 3'-0" -4'-0" 111 119 JANITOR MEN'S TAP ROOM CLOSET 100k RESTROOM STAIR F INCOMING IDF CLOSET 116 123 WATER DOM. 104 ST-6 119 ROOM 111 1 112 A-426 63'-1 1/2" 63'-1 FIRE PUMP NOT THE TO BROUGHT BE SHALL DISCREPANCY ANY SITE. B ROOM IDF CLOSET 112 JO HE 121 C C 121 114 201 TYP. ELECTRICAL ROOM 128'-0" 128'-0" 114 114a 4 3 T ON VERIFIED BE SHALL 16 PANELS @ 8'-0" @ PANELS 16 WAREHOUSE A-200 100b A-200 100 239'-4" 0'-0" ATS ROOM 1/2" 63'-1 100j UP 113 -7'-2" 113 115 -4'-0" FUEL OIL 202 100h STORAGE 115 D 118 D P.J. MDF CLOSET P.J. 118 125 9'-0" 9'-0" P.J. P.J. IDF CLOSET P.J. P.J. 125 6 PANELS @ 8'-0" @ 6 PANELS 6 PANELS @ 4'-6" @ 6 PANELS 2'-0" 2'-0" 1 1 STAIR C 1 A-423 A-424 ST-3 A-425 ST03a ST04a ST05a 63'-1 1/2" 63'-1 STAIR D AND DIMENSIONS SCALED OVER PRECEDENCE TAKE SHALL NS 48'-0" 48'-0" UP ST-4 NEW YORK 11231 NEW YORK -4'-0" STAIR E 4'-6" @ 2 PANELS 122 100c ST-5 SD131 SD130 SD129 SD128 SD127 100f SD126 SD125 SD124 SD123 100e SD121 100g 100 1'-0" UP UP 5'-0" P.J. P.J. E E 270 RICHARDS F.O.C. ST03 ST04 100d ST05 F.O.C. 1'-0" -3'-0" IDF CLOSET 122 -4'-0" -4'-0" -4'-0" -4'-0" -4'-0" -5'-5" -5'-0" 270 RICHARDS STREET,270 BROOKLYN, 28'-0" P.J. ABV. P.J. P.J. ABV. P.J. P.J. 210 P.J. P.J. 4'-6" 9'-0" 4'-6" 5'-0" 8'-0" 5'-0" PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIO WRITTEN MALCOMB. WARE WITH AGREEMENT BY PT 18'-0" 18'-0" TYP. TYP. P. J. P. J. P. J. P. F.O.C. F.O.C. ABV. J. P. J.ABV. P. 112'-0" 2'-4" 216'-0" 200'-0" 120'-0" 14 PANELS @ 8'-0" 25 PANELS @ 8'-0" 15 PANELS @ 8'-0" 4'-0" 6'-4" 2 PANELS @ 3'-2" 2 2 1 2 3 4 5 6 7 A-200 8 9 A-300 10 11 12 13 ON ANY OTHER WORK EXCE WORK OTHER ANY ON REMARKS 1"=20' N MENT IGN FIRST FLOOR PLAN PMENT 1 0 10' 20' 40' 100' SCALE: 1" = 20'-0" SIGNDEVELOP ESIGN DEVELO LEGEND NOTES CHEMATIC DES FIRST FLOORFIRST PLAN SEE SHEET G-110.00 FOR GENERAL NOTES PROPOSED FUTURE OFFICE AREA 201 WIDE FLANGE STEEL COLUMN. PROVIDE 3" THICK 2 HR RATED CONCRETE ENCASEMENT FROM FINISH FLOOR TO 8'-0" A.F.F.. FROM THE CONCRETE TO UNDERSIDE OF METAL DECK PROVIDE 2 HR. MIN. FIRE RATED WALLS SPRAY-APPLIED FIRE RESISTIVE MATERIAL. INSTALL SPRAY-APPLIED FIRE RESISTIVE MATERIAL PER MANUFACTURER'S RECOMENDATIONS IN COMPLIANCE WITH UL DESIGN NO. X795 DATE PRE-CAST CONCRETE WALL 202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SOIL. 08/22/2019D 100% 06/07/2019S 100% 07/10/2019 DE 50% 204 6'X8' HYDRAULIC DOCK LEVELER. NOT BE USED AND SHALL WARE MALCOMB OF COPYRIGHT AND CONCRETE MASONRY WALL 205 DOCK PIT. 208 OUTLINE OF FLOOR ABOVE. NON-RATED PARTITION 210 CONCRETE RAMP. 3 1 213 EXTERIOR METAL RAILING, ALL COMPONENTS TO BE GALVANIZED. 2 214 NON-FIRE RATED INSULATED HOLLOW METAL MAN DOOR, PAINTED. PA/PM: F. STEVENS DRAWN BY.: A.M. CH.rvt JOB NO.: NYJ19-0061-00 DATE: 08/22/19 SHEET: 13 OF 36 SHEET A-111.00 BIM Richards Street/0061_AR 360://NJY19-0061-00_280 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY PROPERTY ARE THE SPECIFICATIONS AND DRAWINGS THESE Mezzanine Floor Plan Garage Floor Plan Exterior Elevations CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 1 2 3 4 5 6 7 8 9 10 11 12 13 656'-8" Y WORK 58'-4" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 58'-4" CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 1 A-301 1 2 3 4 5 6 7 8 9 10 11 12 13 656'-8" T.O.P. Y WORK 51'-0" 58'-4" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 58'-4" CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT T.O.P. 44'-6" 2 3 4 5 6 7 8 9 10 11 12 13 1 1 A-301 656'-8" Y WORK 58'-4" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 58'-4" T.O.P.