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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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a Quote to your Specifications?
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Need
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*
Pre-fabricated & Pre-engineered *
Meet AISC & ASTM standards
* Fewer columns
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Increase valuable floor space
*
Capacity as needed
* Quality engineered to your exact needs
* Clear
spans as required |
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Need
a Quote to your Specifications?
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NEW!
Optional Finishes!
Our
standard finish is a quick dry enamel in a variety of
colors.
Now we are pleased to offer our products with a hot-dipped
galvanized finish or in a
duplex
system which is paint over a hot-dipped galvanized
undercoat.
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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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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 enamel. |
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