Structural Steel Sample Clauses

Structural Steel. All structural steel work shall conform to the "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings" of the American Institute of Steel Construction and the requirements of the local building code. All steel shall be ASTM-A-36.

Structural Steel. All steel columns, primary and secondary framing members, and steel bracing for the roof and floor systems (including decks), including all necessary intelligence to produce accurate structural steel framing plans, related building/wall sections, and schedules.

Structural Steel. All steel that is incorporated into the structure and supports the structure such as; tanks, bar joists, towers, bridges, stacks, flagpoles, when less than ninety-nine (99) feet high shall come under the category of structural steel.

Structural Steel. 5.1.1 The structural framing system will consist of suitably sized beams, columns, bar joists and metal deck to accommodate the loading as previously noted.

Structural Steel. Assume a crew of 4 tradesmen 8 Labourers for 5 shifts shft 5 6.2 Crew Rate hr 204.00 6.3 Assume job done in 5 shifts hr 60 204.00 12,240 6.4 Cherry Picker c/w operator & dogman hr 50 150.00 7,500 6.5 Crane c/w operator + dogman hr 50 150.00 7,500 6.6 Cartage and Packaging hr 50 150.00 7,500

Structural Steel. General requirements relating a supply of structural steel shall conform to IS 8910. Requirements for mild steel (standard quality) plate, sections bars etc, designated as E250 (Fe 410-W) for use in structural work (as per IS:2062- 2006, superseding IS 1977, 8500). Structural steel such as angle section, T-sections, I-sections, Channels & steel plates shall be conforming to IS: 226. Structural steel used in the works other than steel in reinforced concrete, rails and fastenings shall be either of the following type: a. Mild steel conforming to IS : 226 - "Structural Steel (Standard quality)" or IS : 2062 - "Structural Steel (fusion welding quality) b. Whenever high tensile steel is specified it shall be conforming to IS: 961 - "Structural steel (High Tensile)". c. All steel tubes shall be hot finished seamless steel tubes (HFS) of the specified strength and shall conform to IS: 1161. Tubes made by other processes and which have been subjected to cold working, shall be regarded as hot finished if they have been subsequently been heat treated and are supplied in the normalized condition

Structural Steel. Structural steel shall be designed in accordance with latest edition of AISC and IBC. All bolted connections shall have a minimum of two 3/4 inch diameter high strength bolts. All high strength bolt connections shall be bearing type connections. Structural steel shapes and plates shall conform to ASTM A36 or A572, Grade 50. Structural pipe members shall conform to ASTM A53, Types E or S, Grade B or ASTM A106, Grade A. Allowable stresses in structural steel shall be determined in accordance with the AISC code, 9th Edition. All high strength bolts, nuts and washers shall conform to ASTM A325. All other bolts and nuts shall conform to ASTM A307, Grade B. All filler metal shall conform to AWS D1.1.

Structural Steel. 1. The GMP includes the framed openings and beam penetrations as indicated on the structural drawings and architectural A-9000 series drawings. Construction Manager shall provide unit price for channel framed openings in steel and miscellaneous metal buyout. 2. Progress payments for value of raw material received from mill sources are to be process with the monthly basis after inspection and receipt of insurance certificates, UCC filings and other documentation required by Owner. 3. Crane picks for tenant equipment is excluded. Picks for all equipment on drawings up to and including Addendum #16 is included. Unit price to be provided as part of steel bid. 4. The GMP includes bolted connections at interior column splices that develop less than 1000 kips in tension. Construction Manager will maintain the splice connection within the 2’-6” x 2’- 6” enclosure detail indicated. If detail dimension cannot be maintained, the connection will be welded. 5. Construction Manager will pursue bolted connections at any core column splice that develops less than 1000 kips in tension. Construction Manager will review with the architect to confirm locations where bolted connections fit within the core construction. If bolted connection is determined not to fit, then it will be welded. 6. The intermediate floor splice, at the N/S channels, as indicated on drawing S-5011 is excluded. 7. The GMP includes the use of US channels in lieu of European channels. 8. The GMP includes 3/8” tolerance at exterior steel column connections.(i.e 3/8” lippage). 9. The GMP includes, at the Construction Manager’s option, pursuing an alternate splice connection detail at the exterior columns. Alternate connection detail shall be in accordance with ▇▇▇▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ sketch, dated 7/28/03, indicating longitudinal fillet welds in lieu of traverse partial penetration welds.

Structural Steel. 5A-02 The structure shall be steel columns, beams or trusses, and bar joists. The building shall be designed in accordance with the building code requirements. 5A-03 The roof construction shall be 22 gauge, prime-painted metal roof decking. Roof shall be designed to support a live load of 35 p.s.f. plus the loading required for a rubber or EPDM ballasted roofing system. 5A-04 Second and third floor framing systems shall be designed to support a total (live) load of 100 p.s.f. with live load reduction allowed by the Massachusetts State Code. Floor decking shall be 28 gauge Fab-Form metal deck or equal. 5A-05 Provide thirteen feet (13'-0") from first floor slab to second floor slab. Provide thirteen feet (13'-0") from second floor slab to the third floor slab. Provide thirteen feet six inches (13'-6") from third floor slab to the top of the roof steel. 5A-06 Provide wind framing and attachment for precast concrete. 5A-07 Provide framing and supports for roof top equipment as may be required.