Specifications include, but are not limited to: Recreation Center Field Storage Buildings Scope of Work Objective: Construct two metal storage buildings approx. 24’ x 40’ on concrete slabs between each set of baseball fields at City of Havelock Recreation Department. Location: Parcel 6-222 -043 between 804 and 824 Fontana Blvd Havelock, NC 28532 See Figures 1 for building locations at each field Excavation and Site work: A. Site tree at west location to be relocated prior to construction. B. Excavate for new slab on grade and footings for new structure. Provide clean fill, with even mix of cohesive and granular soil, compacted to 95% standard Proctor (ASTM D698) in minimum 6-inch lifts. Provide compaction testing for soil at new slabs. Concrete: A. Form and pour 6” slabs (typ. 2) over 4” gravel base and 6 mil plastic sheet vapor barrier. Provide 6x6 #10 wire wound reinforcing mesh. Slabs to turn down at perimeter to 20” depth x 18” width with 2 # 5 bars continuous. B. Provide anchor bolts for building column attachment. All reinforcing steel to conform to ASTM A615 grade 60, installed per ACI 318. C. Provide control joints at 10’-0” OC across length and 12’ along longitudinal centerline. D. Concrete to be min 4000 psi, W/C ratio < 0.42, normal slump at 4” type ii or i/ii cement per ASTM C-150. Allow 14 days curing to achieve min 80% design strength before starting steel building erection. Contractor to provide concrete supplier tickets with specifications and compression slump tests for City approval. Concrete to be poured level and provide a smooth troweled finish. Steel Building: Manufacturer: TBD See Figure 4 for layout. Size: Approx. 24 ft. x 40 ft. x 9 ft. eave height. (2) bays with center longitudinal partition (steel stud wall framing @ 24” OC w/ ½” sheathing one side. 26-gauge PBR prefinished galv. steel panels (vertical on walls). 12 ga. 2 ¼”x 2 ¼” steel tube frame +/- 3:12 Roof Pitch. Doors: (2) 9’w x 8’t overhead garage doors, manual operation. No gutters or downspouts. No insulation. Base trim and weatherproofing including flashing, closure strips and mastic at base, eaves and rake Building Code: NCBC-18 Wind load 140 exp-C, min. live load 20psf and snow load 10psf Standard Colors to be selected by City.
