FLOOR SLAB definition

FLOOR SLAB. A smooth concrete floor slab ready for Tenant floor coverings. Floor slab shall support not less than 125 p.s.f and all blemishes, spalls and cracks shall be repaired as required to accept new floor covering.
View Source
FLOOR SLAB. 8” thick, 4,000psi un-reinforced slab on grade over 6” of compacted stone subgrade. Overall Floor specifications are to be FF50/FL35. Within each Speed-bay Construction Joists are reinforced w/ PNA Diamond dowels at 1’-6” O.C. and Control Joints are reinforced w/ PD3 Dowel Baskets at 1’-9” O.C. Control Joints within the Speed-bays are to be filled with a semi-rigid epoxy, MM80 or equal. A .20mil Vapor Barrier is to be provided under the SOG within proposed office areas per Architectural plans. Wall Panels: Precast Concrete, 5,000 psi Columns: Structural Tube Steel Columns: 56' x 65' @ Speed Bay 56' x 50' Typical Bays
View Source
FLOOR SLAB. 6" thick, 4000 psi concrete reinforced with dowel baskets at all required control and construction joints, Fl = 40, Fl = 32 Roof: Four ply built up roof system Skylights in every other bay as indicated ion shell drawings Insulation: As required by Florida Energy Code for the base shell b-1 DEVELOPMENT SUMMARY & SPECIFICATIONS (CONTINUED) Sprinkler System ESFR (Early Suppression Fast Response) sprinkler system. Smoke Vents/Draft Curtains Not included. Not necessarily required by code. Must be quantified at design development phase.
View Source

Examples of FLOOR SLAB in a sentence

  • SUBSEQUENTLY, FLOOR SLAB MAINTENANCE IS A HOMEOWNER RESPONSIBILITY.

  • During the course of its Inspections and its examination of the floor slabs of the Property, Purchaser has caused to be prepared that certain Independent Structural Evaluation by JR Engineering dated January 18, 2006 (the "INDEPENDENT FLOOR SLAB EVALUATION").

  • FLOOR SLAB Concrete floor to be filled and/or grinded in damaged areas by August 1, 2000, subject to postponement due to Tenant Delay and Events of Force Majeure.

  • HEIGHT FROM FLOOR SLAB TO STRUCTURE ABOVE (GROUND FLOOR, 17’-0”, FLOORS 2-17, 13’-5”, 18TH FLOOR, 13’-11”).

  • A STANDARD SLAB-ON-GRADE CONSTRUCTION OWNER OWNER SHELL ARCH/STRUCT SHELL B STANDARD 2ND FLOOR SLAB CONSTRUCTION OWNER OWNER SHELL ARCH/STRUCT SHELL C SLAB DEPRESSIONS FOR T.I. FEATURES TENANT OWNER T.I. ARCH/STRUCT SHELL D ADDTL.

  • The section of the Independent Floor Slab Evaluation entitled "Potential Repair Costs" notes certain existing damage to the Property observed during a site visit on January 12, 2006 (the "CURRENT FLOOR SLAB REPAIR ITEMS"), the estimated cost of repairing which Current Floor Slab Repair Items as set forth in the Independent Floor Slab Evaluation is Fifty One Thousand Dollars ($51,000).

  • I ' PROJECT: , PLUGS -1- -g- ------- URPO 02 N ' ;;; o-N "§' MPUMALANGA DRAWING TITLE: G 600x1200mm SE MADE BRONZE ANODIZED ALUMINIUM WINDOW FRAME BY SPECIAUSTS IOOOxl25mmOPENf-- SECTION X-X SURFACE STORMWATER FLOOR SLAB ON DAMP MEMBRANE ON SOMM SAND BLINDING ON ISOmm THICK WELL COMPACTED HARDCORE.

  • FLOOR SLAB ON DAMP PROOF MEMBRANE ON 50MM SAND BLINDING ON ISOmm THICK WELL COMPACTED HARDCORE.


More Definitions of FLOOR SLAB

FLOOR SLAB. Concrete slab on grade with wire mesh reinforcement. Load capacity 300 lbs/psf +/-. INTERIOR: Per Exhibit "J".
View Source
FLOOR SLAB. THE FLOOR WILL BE SIX INCHES OF 3000 P.S.I. CONCRETE POURED OVER THREE INCHES OF COMPACTED CRUSHED STONE BASE. THE FLOOR SHALL BE REINFORCED WITH 6 IN. X 6 IN. X 10 GAUGE WIRE. THE FLOOR WILL HAVE A 4 MIL POLYETHYLENE VAPOR BARRIER. THE FLOOR WILL RECEIVE A HARD STEEL TROWEL FINISH AND WILL BE SEALED WITH ONE COAT OF CONCRETE CURING COMPOUND. THE CONTROL JOINTS IN THE FLOOR WILL BE SAW CUT ON A NINE HUNDRED SQUARE FOOT GRID. CONTRACTOR SHALL BE RESPONSIBLE FOR BROOM SWEEPING THE FLOOR AND NOTIFYING THE TENANT OF FINAL COMPLETION. SHOULD THE TENANT OCCUPY THE BUILDING BEFORE COMPLETION, THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR CLEANING FLOORS. ECHOTA PROPERTIES, L.L.C. PAGE -2- RETAINING WALLS: FORM AND POUR APPROXIMATELY 175 LINEAR FEET OF 8 IN. THICK CONCRETE RETAINING WALL ALONG THE WEST SIDE OF SAID BUILDING. SAID WALL SHALL BE APPROXIMATELY 2 FT. -4 FT. HIGH. REINFORCED WITH #4 REBAR AT 12 INCH ON CENTER VERTICALLY AND HORIZONTALLY. THE WALL SHALL BE PLACED ON A FOOTING 12 IN. X 24 IN. WITH THREE #4 REBAR RUN CONTINUOUS, AND VERTICAL BENDS AT 24 IN. ON CENTERS. CONCRETE/STEEL STEPS: FURNISH AND INSTALL ONE SET OF STEEL STEPS AT THE WEST DOCK INCLUDING 42 INCH HANDRAILS. CONCRETE APRONS/ROADS: FORM AND POUR A CONCRETE APRON AT THE LOADING DOCKS. THIS APRON SHALL BE 16,000 SQ. FT. ON THE WEST SIDE. THE CONCRETE SHALL BE 3000 P.S.I. REINFORCED WITH 6 IN. X 6 IN. X 10 GAUGE WIRE MESH AND HAVE A BROOM FINISH. PRE-ENGINEERED BUILDING: THE STEEL BUILDING DIMENSIONS WILL BE 221 FT. WIDE BY 288 FT. LONG WITH AN EAVELINE HEIGHT OF 22 FT. THE NEW FACILITY SHALL TIE TO THE EXISTING FACILITY ON THE SOUTH ENDWALL. THE BUILDING WILL HAVE THREE (3)60 FT., AND ONE (1)41 FT. INTERIOR SPANS RUNNING THE WIDTH OF THE BUILDING. LENGTHWISE, THE BUILDING SHALL HAVE 26 FT. AND 27 FT. BAYS RUNNING THE FULL LENGTH OF THE BUILDING. THE ROOF SLOPE WILL BE 1/2:12. THE BUILDING WILL BE DESIGNED TO CARRY AN 80 MPH WIND AND A 20 PSF LIVE LOAD WITH AN ADDITIONAL 3 PSF AUXILIARY LOAD SYSTEM AND MISCELLANEOUS LOAD. ROOF SYSTEM SHALL BE 26 GAUGE GALVALUME ROOF SHEETS INSTALLED OVER PURLINS. THIS ROOF SYSTEM SHALL BE INSULATED WITH 3 INCH VINYL REINFORCED VINYL BACKED FIBERGLASS INSULATION. SIDEWALLS AND ENDWALLS OF BUILDING SHALL BE SHEETED WITH 26 GAUGE ARCHITECTURAL WALL PANELS. THE WALLS SHALL HAVE BAKED ON PAINT, COLOR TO MATCH THE EXISTING FACILITY. THIS WALL SYSTEM SHALL BE INSULATED WITH 3 INCH VINYL REINFORCED VINYL BACKED FIBERGLASS INSULATION. ECHOTA PROPERTIES, L.L.C. PAGE -...
View Source
FLOOR SLAB. 6" and 7 1/2" reinforced concrete, 4,000 psi when cured, saw cut at perpendicular angles no greater than 16'-8" on center. Slab will be laser screened, with a minimum floor flatness to meet or exceed a flatness of Ff35 and a minimum floor levelness to meet or exceed a levelness of F125. Construction joints will have 24" smooth dowels, 24" on center.
View Source

Related to FLOOR SLAB

  • Floor wax stripper means a product designed to remove natural or synthetic floor polishes or waxes through breakdown of the polish or wax polymers, or by dissolving or emulsifying the polish or wax. “Floor Wax Stripper” does not include aerosol floor wax strippers or products designed to remove floor wax solely through abrasion.

  • Lobby means an activity listed in subsection 1 of section 54-05.1-02.

  • Floor coating means an opaque coating that is labeled and designed for application to flooring, including but not limited to, decks, porches, steps, and other horizontal surfaces which may be subject to foot traffic.

  • Building Square Footage or "BSF" means the square footage of assessable internal living space of a Unit, exclusive of any carports, walkways, garages, overhangs, patios, enclosed patios, detached accessory structure, other structures not used as living space, or any other square footage excluded under Government Code Section 65995 as determined by reference to the Building Permit for such Unit.

  • Floor Level means that stage of construction which in the completed building would constitute the walking surface of the particular floor level referred to in the table of payments.