Site work and new construction of a warehouse / distribution facility in Little Falls, New York. Completed plans call for the construction of a warehouse / distribution facility.

Herkimer Home State Historic Site - pole barn construction phase 2. The NYS Office of Parks, Recreation and Historic Preservation is seeking best and final quotes for the attached RFQ. The project is classified under Construction Vertical: Building Construction; Rehabilitation & New Construction - Construction. The contract term is 6 months and is located at the Herkimer Home State Historic Site - Herkimer. The Office of Parks, Recreation and Historic Preservation (OPRHP) is seeking quotes for a 36' X 56' Pole Barn structure: 12' truss height, Roof: 4:12 pitch corrugated steel roofing (grey), stamped PE structural drawings required for building permit. The proposed structural shall substantially match the existing adjacent Phase 1 construction in terms of geometry, finish floor elevation, and overall envelope configuration and detailing. Documentation on the existing structure will be furnished after award for information only, all existing dimensions shall be verified in field prior to construction. Prepare a delegated design submittal in accordance with the following structural design criteria, submittal shall be sealed by a Design Professional Licensed in the State of New York experienced in Pole Structure Design. All work shall be in accordance with 2025 NYS Building Code of New York State Risk Category: II Bearing Capacity: 1500psf (Table 1806.2 "Presumptive Load-Bearing Values" 2020 Building Code of NYS) Frost Depth: 48" Floor live load: 100psf Roof Dead: Per final roof assembly + 5 psf collateral Roof Live: 20psf Ground Snow: 50psf Roof pitch: 4"/12" Sloped Roof Snow: 38.5psf (assumed ventilated roof) Unbalanced Roof Snow: 62.5psf Wind speed: 109 MPH Internal Pressure Coefficient: +/-0.18 Wall Wind Pressure (MWFRS): +16/-16psf Wall Wind Pressures (C&C): +19/-24psf (50sf effective area) Roof Wind Pressure (MWFRS): +8/-14psf Roof Wind Pressures (C&C): +16/-44psf (50sf effective area) Drift Limits: L/360 Parks staff to finish building internal including conc slab and external.