SECTION 10 73 00 / 10530 OVERHEAD SUPPORTED HANGING ROD CANOPIES
PART 1 - GENERAL
1.1 Scope
Furnish and install an extruded aluminum mechanical fasten structural panel protective
canopy
system in strict accordance with specification details and plan drawings. Shop welded
connecting are not acceptable.
1.2 RELATED WORK
Provisions of General conditions, Supplementary conditions and Division 1, apply to the
work under this section.
1.3 SUBMITTALS
A. Furnish shop drawings bearing the seal of a state registered structural engineer
to indicate proper construction in compliance with all local codes including, but not
limited to, wind ratings, load bearing, footings required, spacing of posts in accordance
with fire codes for entrance and egress, and drainage of precipitation.
B. Shop Drawings include: Layout and erection drawings showing roof framing, deck
panels, cross sections, trim details, assembly instruction and hardware kit.
C. Submit signed Certification by a state registered structural engineer that design
complies with latest Standard building Code applicable to location and applicable
ANSI/ASCE requirements.
D. Submit detailed product data on all components including part numbers and
characteristics.
E. Furnish samples of the color and finish.
1.4 QUALITY ASSURANCE
The manufacturer shall provide evidence of experience designing and producing at least
five prior projects of similar scope in the past three years, and at least five years
experience specializing in the manufacture of aluminum covering systems.
The erector shall provide evidence of experience completing at least five prior projects of
similar scope in the past three years.
PART 2 - MATERIALS
2.1 MANUFACTURER
Rusco SUPERDECK by Rusco Custom Canopies, Knoxville, TN 865 938-4717.
Products evaluated for consideration as substitutes shall meet or exceed specifications
in shapes, thickness, function, and installation methods. Component specifications may
be reviewed at: http://www.swbrownco.com/architecturalspecifications
pg1/4
2.2 COMPONENTS
A. Deck, beam, and column components shall be 6063 alloy T6 extruded aluminum
meeting properties specified in ASTM B 221. Roll formed is not acceptable.
(use one or both of the following according to support and drain design):
B. Frame shall be integrated beam, fascia, and gutter by Rusco Custom Canopies,
model R524, having dimensions 4"W x 7.5"H, 0.094" thickness, and shall be capable of
receiving and supporting R576, R577, and R578 roof decking.
(use one of the following depending on roof panel style - shaped or flat):
C. Decking shall be Rusco Custom Canopies model R576 and R577 matched pair 1 foot
wide by 3" high 6" upper / 6"lower square shaped pattern, 0.090" and 0.078" thickness
respectively, and capable of securely interlocking for a watertight seal and interface with
R524 and R594 frame and fascia components.
C. Decking shall be Rusco Custom Canopies model R578 flat bottom style 6" wide,
0.100" thickness, and capable of securely interlocking for a watertight seal and interface
with R524 and R594 frame and fascia components.
(use one of the following depending on color selection and finish):
D. Color shall be clear anodized electrolytic sealing finish with a 15 minute process
and meet AAMA 611 performance specifications
D. Color coating shall be factory electrostatic spray applied in a controlled environment
and meet AAMA 2603 performance specifications.
D. Color coating shall be factory electrostatic spray applied in a controlled environment
and meet AAMA 2604 performance specifications.
D. Color coating shall be factory electrostatic spray applied in a controlled environment
and meet AAMA 2605 performance specifications.
E. Deck design shall have sufficient strength and camber for dead, live, and wind loads,
including uplift, as required to meet applicable code and assure proper drainage, in
accordance with sealed engineering drawings.
pg2/4
F. Beams shall be sized in accordance with sealed engineering drawings specific to the
application. The drain beam shall be Rusco Custom Canopies model R575, having
dimensions 3 5/8"W x 6"H, 0.190" thickness. Other supporting beams and columns shall
be extruded shapes of width, height, and thickness as shown on engineering drawings,
but in no case less than 0.125 thickness.
G. Fasteners shall be bolts and nuts with washers as shown on shop drawings and shall
be of suitable grade, quality, and finish for exterior overhead support use. General
purpose, consumer grade, or unrated fasteners are not acceptable.
H. Flashing shall be 0.032” aluminum applied in accordance with instructions.
I. Sealer shall be commercial grade high viscosity permanent sealer designed to bond
aluminum with minimal flow and maximum fill properties. General purpose consumer
grade caulks and silicones are not acceptable.
PART 3 - EXECUTION
3.1 FABRICATION
A. Where corners occur, they shall be mitered ends of the fascia material itself, factory,
cut using a fixed calibrated large format saw. Separately fabricated corner assemblies
overlaid in the field are not acceptable. Field cutting corners using hand tools is not
acceptable.
B. Structural connections shall be securely made using Strong Point ASTMA C 1513,
ASTMAC 1513, SAE J 78 and be STRONG SHIELD COATED, as shown on
engineering drawings. Mechanical fastening shall take place on-site employing a transit
level to insure plumb and true construction in the field with correction for any variances
in the column footing elevations. Use of prefabricated support sections is not acceptable.
Field welding is not acceptable.
C. The canopy shall be built to drain rainwater internally through the column supports to
discharge at or below ground surface level.
3.2 INSTALLATION
A. Install canopy in a plumb manner to the highest standards of the trade and in
strict accordance with the engineering drawings and manufacturers instructions.
B. Placement and installation of manufacturer-provided Styrofoam block-outs shall be by
others at the direction of the general contractor in accordance with the positions shown
on engineering drawings.
C. Install columns and beams at straight and true angles, level where shown, even
if there are variances in the concrete at post locations.
pg3/4
D. Key posts into grout and fill with grout up to any drain openings to
prevent standing water inside post.
E. Securely fasten all hardware and tighten nuts and bolts in accordance with
engineering drawings.
F. Mitered corners shall be mechanically fastened and sealed.
G. Install flashing between adjacent structures and the canopy in a manner to prevent
any runoff between the two. Ends of decking, beams, and joints shall be capped and
sealed to control drainage.
H. Touch-up any irregular finishes according to manufacturers instructions
I. Thoroughly clean and wash canopy. Test drainage system.
END OF SECTION