Most cost efficient design for larger areas where longer distances between columns are necessary!!
* Pre-fabricated & Pre-engineered * Meet AISC & ASTM standards * Fewer columns * Increase valuable floor space * Capacity as needed * Quality engineered to your exact needs * Clear spans as required
NEW! Optional Finishes!
Our standard finish is a quick dry polyester powder coated in a variety of colors. Now we are pleased to offer our products with a hot-dipped galvanized finish.
DECK SURFACES AVAILABLE:
* 11/8" TONGUE & GROOVE PLYWOOD * INTERLOCK STEEL GRATING * 3/4" PLYWOOD OVER ROOF DECKING * BAR GRATING * STEEL FLOOR PLATE OVER ROOF DECK * SPECIALS TO MEET YOUR NEEDS
INCREASE VALUABLE FLOOR SPACE
WE MANUFACTURE SPACE
Need a Quote to your Specifications?
DESIGN DETAILS
MULTI-LEVEL MEZZANINES MAXIMIZE USE OF VERTICAL SPACE AS SHOWN HERE
• DECK SURFACE TO BE: (as selected) •LIVE LOAD CAPACITY IS: (specify-150# very common) PSF •DECK HEIGHT ABOVE FLOOR IS: (specify) FEET •MEZZANINE UNDERCLEARANCE IS: (specify) FEET •MEZZANINE WIDTH IS: (specify) FEET •MEZZANINE LENGTH IS: (specify) FEET •COLUMN CENTERS ACROSS WIDTH DIMENSIONS ARE: (specify) FEET •COLUMN CENTERS ACROSS LENGTH DIMENSIONS ARE: (specify) FEET
•STEEL FRAMEWORK TO BE PAINTED: (blue frame, gray joists or other option) •RAILINGS, MIDRAIL & 4 INCH HIGH KICKPLATE PROVIDED ON: (areas indicated) (Specify #) DROP GATES PROVIDED (Specify #) SWING GATES PROVIDED •MEZZANINE IS TO BE SUPPLIED WITH: (specify #) STAIR LANDINGS •SPECIFY NUMBER OF STAIRS PROVIDED IS: (Specify #) INTERNAL STAIRS PROVIDED
GENERAL DESIGN SPECIFICATIONS
1. Mezzanine shall be a Stor-Deck wide span mezzanine designed and manufactured by FS Industries, PO Box 72659 Providence, RI 02907. 2. Mezzanine shall be designed and manufactured to conform to or exceed the requirements of the Occupational Safety and Health Administration (OSHA). 3. Mezzanine shall be free standing with wall ties and/or sway braces provided to preclude lateral sway. 4. Approval drawings of framing plan and deck plan shall be submitted to the owner or to owners representative prior to fabrication. 5. Installation drawings and component descriptions shall be provided and included with shipment. 6. Columns shall be predrilled square structural tubing which is manufactured to Fy = 47 ksi under ASTM A500, grade B. Design to be in accordance with AISC manual of steel construction. Footplates shall be welded to columns and provided with four bolt holes for rigid fastening to floor. 7. Framing members shall be American standard structural shapes as manufactured in ASTM specification A6-79B. Design to be in accordance with AISC manual of steel construction. All intermediate deck support joists shall be designed and manufactured to conform to the Steel Joist Institute (SJI) standard specifications for open web steel joists. The deflection under rated load shall be limited to span /240 or (1/240). All structural members shall be provided with predrilled welded end plates to allow easy bolted assembly. All ends of framing members shall be fastened with 1/2" diameter grade A325 bolts. 8. Deck shall be constructed as follows: A) STEEL GRATING: Deck shall be 18 gauge by 12" wide by 1 1/2" high galvanized steel interlocking channels as specified in ASTM designation A525. The surface pattern shall provide at least 35% open area and no more than 42% open area. Openings shall be at least 10 1/2" long and no more than 3/4" wide. The surface shall be anti- skid with self cleaning, sole-gripping dimples. B) PLYWOOD: Deck shall be 1 1/8" thick APA grade plywood. Each plywood panel is to be tongue & groove all four sides to allow joints to occur in unsupported locations. Plywood deflection shall be limited to 1/240 of span in accordance with APA rated sheathing PS-1. C) BAR GRATING: Deck shall be rectangular welded bar grating type WB size 3 made with 1" x 1/8" bearing bars at 1 3/16" centers and twisted square cross bars at 4" centers. Material shall be steel A-569. Finish to be one shop coat black paint. D) ROOF DECKING: Deck shall be 18, 20 or 22 gauge type B roof deck 1 1/2" high under 3/4" APA grade plywood with tongue & groove on two long edges of each sheet. Roof deck shall be made from steel conforming to ASTM designation A-611. Deck deflection under live load shall not exceed 1/240 of the span. Roof deck finish to be white shop coat primer paint. 9. Stairs & Railings: All stairs, landings, handrails and kickplates shall be manufactured to conform to OSHA or BOCA requirements as requested. Stair treads shall be supplied in material and size consistent with usage and stair design selected. Stair treads shall carry a minimum concentrated live load of 1000 pounds in center of tread. 10. Finish: All steel structural members shall have one shop coat of spray of polyester powder coated.
Need a Quote to your Specifications?
Industrial Mezzanines, Mezzanine, Mezzanines, Modular Mezzanines, Pre Fab Mezzanine, Prefabricated Mezzanine, Steel Mezzanine, Storage Mezzanine, Storage Platforms, Structural Mezzanine, and Wide Span Mezzanines from your complete source for material handling equipment.
