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WIDE
SPAN MEZZANINE
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Most
cost efficient design for larger areas
where longer distances between columns
are necessary!! |
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*
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 |
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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: |
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*
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 |
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INCREASE
VALUABLE FLOOR SPACE |
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WE
MANUFACTURE SPACE |
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a Quote to your Specifications? |
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DESIGN
DETAILS |
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| Need
a Quote to your Specifications? |
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ARCHITECTURAL
SPECIFICATIONS |
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DESCRIPTION |
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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 |
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• 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 |
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GENERAL
DESIGN SPECIFICATIONS |
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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 owner’s 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. |
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a Quote to your Specifications? |
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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. |
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