Project_Specifications.pdf

PDF 130 KB Posted

Attached to
Rob Sullivan Park Maintenance Barn State and local contract opportunity
Solicitation number
05-15
Issued by
Volusia County, Florida

About this file

This file contains project specifications for the Rob Sullivan Park Maintenance Barn, a construction project for the City of Florida. The project involves the procurement and installation of a 25' x 40' x 14' A-frame steel building that must include delivery and installation services. The building features pre-engineered design with welded joints, a T-Truss System design, ridge cap system, and boxed eave surrounds. The facility will be equipped with two 12' x 12' roll-up garage doors on the 40-foot side and one 36" x 80" walk door on the 25-foot side wall. The structure must meet 140 MPH wind load calculations and incorporate conventional vertical roofing with vertical roofing purlins to ensure proper water drainage. The City is responsible for obtaining all necessary permits.

The steel building must be constructed using 14-gauge material with clear organic coating, chromate coating, flo-coat uniform zinc galvanizing, and interior coating, with a yield strength of 50,000 PSI and tensile strength of 55,000 PSI. Roofing purlins are spaced on 5-foot centers. Upon purchase, the supplier must provide engineered sealed prints and calculations at no additional cost to support the City's permit and construction process. Site-specific drawings will be delivered to the City following the purchase order. No information regarding pricing, bid response dates, or contract award timelines is included in the specifications document.

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Ad_Bid_05-15_Sullivan_Maintenance_Barn_2.pdf PDF
Bid_Bond_Form.pdf PDF
Final_Release_of_Lien_Subcontractors_and_Suppliers.pdf PDF
Instructions_To_Bidder.pdf PDF
Payment_Bond_City_of_DeBary.pdf PDF
Performance_Bond_City_of_DeBary.pdf PDF
Regulatory_Requirements.pdf PDF
Supplementary_Conditions.pdf PDF
00015-List_of_Drawings.pdf PDF
Admin_Requirements.pdf PDF
Agreement_Form.pdf PDF
Certificate_of_Final_Completion.pdf PDF
Consent_of_Surety_to_Final_Payment.pdf PDF
Contract_Closeout.pdf PDF
Contractors_Partial_Release_of_Lien.pdf PDF
Measurement_and_Payment_Lump_Sum.pdf PDF
Notice_to_Proceed.pdf PDF
Pre-Bid_Meeting_-_Sign_In_Sheet_-_Bidders_List.pdf PDF
Product_Selection_and_Substitution.pdf PDF
Project_Schedule.pdf PDF
Temporary_Facilities_and_Controls.pdf PDF
00010-Index.pdf PDF
01110-Summary_of_Work.pdf PDF
Change_Order_Form.pdf PDF
Contractors_Application_for_Payment.pdf PDF
FDOT_Reference.pdf PDF
Insurance_Certification.pdf PDF
Insurance_Requirements.pdf PDF
Map.pdf PDF
Material_and_Workmanship_Bond-Updated_by_CA.pdf PDF
Notice_of_Award.pdf PDF
Partial_Release_of_Lien_Subcontractors_and_Suppliers.pdf PDF
Preconstruction_Video.pdf PDF
Project_Field_Order_Form.pdf PDF
References.pdf PDF
Request_for_Information.pdf PDF
Substantial_Completion.pdf PDF
Work_Directive_Change_Form.pdf PDF
Bid_Form.pdf PDF
Contractors_Final_Release_of_Lien.pdf PDF
Maintenance_of_Traffic.pdf PDF
Project_title_page.pdf PDF
Quality_Control.pdf PDF
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Text version

Rob Sullivan Maintenance Barn Specifications

25’ x 40’ x 14’ A frame steel building

Must include delivery and installation.

Permits are City’s responsibility. Upon purchase, engineered sealed prints and calculations will be mailed to the City at no additional cost. (Site specific drawings)

Pre-Engineered to ensure structural performance

All joints are welded 360 degrees

T-Truss System design

Ridge cap system & true boxed eve surrounds the roof line

Two 12 x 12 R-Drive garage doors installed on the same 40’ side of the building (the conceptual does not reflect exact placement of the roll up doors).

One 36” x 80” walk door mounted on the 25’ side wall (the conceptual does not reflect exact placement of the side man door).

Conventional roof – vertical

Vertical roofing purlins to insure proper water drainage

14 Gauge: clear organic coating, chromate coating, flo-coat uniform zinc galvanized, interior coating

50,000 PSI Yield & 55,000 PSI Tensile

5’ On center

Must meet 140MPH wind load calculations

File details come from the government source that posted it. Updated .