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"Architectural Structure" Copyright pending

Willow Glenn Area
The arbor measures 22
ft. across between opposite sides. The slope of the canopy is 15° consistent
with the slope of a house's roof. The skylight is a central 7-foot
octagon with a grid at 7-inch spacing.
On the underside of each rafter near the canopy's
lower rim, there is a 12v 20-watt puck-light recessed at an
angle opposite to the slope of the rafter so that it lights up the post at
rafter's lower end. The lights are controlled by a double switch on one
of the posts.
The lattice is ¾-inch thick PVC
panels, two per octagonal segment. Notice their designed curvature in both
the radial and the circular directions. These induced curvatures in two
directions are to prevent sag of the lattice panels over their wide span at their
lower ends.
This lattice was fabricated to MR.
Deck's specifications from
3/8 x 1¼
hollow PVC strips and is not available from local suppliers. The open spaces
in the lattice are of the same width as the lath strips which comprise the
lattice. This reduces the sunlight below the canopy by 75%, providing a very
comfortable temperature even under the hot California midday sun.


Note that all canopy timbers and
skylight elements are capped with PVC capping to prevent weathering of the
framework over time.
The
posts are fastened to the patio merely by surface-mounted brackets, so the
arbor gets its lateral bracing solely from the 16 architectural kneebraces
attached to the 8 posts from the canopy's rim. Note that the bases of the
posts are sealed with polyurethane caulking so no moisture penetrates their
interior.
All this is essential
in making the arbor maintenance free and providing long-term integrity.
There's more to this
arbor complex. See the vast expanse that needed shading at right. The flat canopy
was supported along the roof-lines of both the house and garage to eliminate
posts where people would walk. Note the vast expanse of the beams.

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The 22 ft.
cross-beams beams were carved out in their centers to eliminate
unnecessary weight. The 24ft.
beam spanning the double-car garage door was reinforced by a
hidden metal truss to support the weight
of the central cross-beam as well as itself.
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Postscript
This project was designed and
engineered by MR. DECK. It was constructed by Mainstreet Builders Inc. of San Jose under the direct on-site
supervision of licensed contractor Rocky Reiger with the collaboration
and oversight of MR. DECK. Reiger, himself, also participated in the day-to-day
construction along with his two full-time employees.
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