Ground snow load: 25 lbs. per square feet
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Wind design, Speed: 115 mph
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Wind design, Topographic effects: No
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Wind design, Special wind region: No
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Wind design, Wind-borne debris zone: No
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Seismic design category: B
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Subject to damage from, Weathering: Severe
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Subject to damage from, Frost line depth: 32 inches
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Subject to damage from, Termite: Yes, moderate to heavy
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Winter design temp: 15° F.
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Ice barrier underlayment required: No
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Flood hazards: January 17, 2007, or current flood hazard maps
pursuant to the Federal Emergency Management of Delaware
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Air freezing index: 59.6
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Mean annual design temp: 54° F.
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Elevation: 78 feet
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Latitude: 39°
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Winter heating: 14° F.
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Summer cooling: 89° F.
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Altitude correction factor: 1.0
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Indoor design temperature: 72° F.
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Design temperature cooling: 75° F.
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Heating temperature difference: 58° F.
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Cooling temperature difference: 14° F.
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Wind velocity heating: 15 miles per hour
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Wind velocity cooling: 7.5 miles per hour
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Coincident wet bulb: 74
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Daily range: M
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Winter humidity: 50%
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Summer humidity: 50%
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Table 302.6, Dwelling: Garage Separation
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From the residence: not less than double 5/8-inch type X gypsum
board or equivalent
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From garage attic space: not less than 1/2-inch gypsum board
or equivalent applied to the garage side
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From habitable rooms above the garage: not less than double
5/8-inch Type X gypsum board or equivalent
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Structure(s) supporting flooring assemblies used for separation
required by this section: not less than double 5/8-inch Type X gypsum
board or equivalent
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Structure(s) supporting ceiling assemblies used for separation
required by this section: not less than 1/2-inch gypsum board or equivalent
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Garages located less than 3 feet from the dwelling unit on the
same lot with wall(s) that face the dwelling, side by side: not less
than double 5/8-inch Type X gypsum board or equivalent. All other
walls not less than 1/2-inch gypsum board or equivalent
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Concrete-filled steel lolly columns used in the structure supporting
the separation shall not require a gypsum board application.
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R313.1 Townhouse automatic fire sprinkler systems is amended
by deleting the word "shall" in the first sentence and inserting "may."
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R313.2 One- and two-family dwellings automatic fire sprinkler
systems is amended by deleting the word "shall" in the first sentence
and inserting "may."
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Section R328, Sanitary.
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Section R328.1, Facilities required. Sanitary facilities shall
be provided during construction, remodeling or demolition activities
in accordance with the International Plumbing Code.
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Section R328.2, Storage of construction and demolition waste.
Construction and demolition waste may be stored upon the land where
actual construction or demolition is in progress; provided, however,
that such waste shall not be stored for a period exceeding 120 days
and all other waste not stored in a dumpster shall not be stored for
periods exceeding 30 days.
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Section R328.3 Handling and storage of construction and demolition
waste, trash, and litter. During all construction activities, the
lot(s) shall be kept neat of trash and building materials. All construction
sites shall be required to obtain and maintain on the site a container
of suitable size and design to hold and confine trash, scraps, and
other construction and demolition waste created or accumulated on
the site, which might be blown from the site. All such construction
refuse shall be maintained in a closed container of sufficient depth
to prevent construction and demolition waste from blowing out of the
container, at all times, until transferred to a landfill. Containers
may be placed in setback areas, provided that the placement of the
container does not obstruct the view of motorists and thereby create
traffic hazards. It shall be a violation to permit accumulated debris,
litter, or trash attributable to the construction site and the construction
activity to blow or scatter onto adjoining properties, including the
public street, or to accumulate on the site outside of the container,
or in transit to a landfill or dump. The owner or contractor shall
service the container as frequently as needed to prevent trash from
overflowing.
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Section 328.4, Final. A final cleanup is required, the removal
of portable toilets, storage containers, building debris and debris
storage containers is required prior to final inspection of the parcel.
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Section R328.5, Enforcement. Any person who fails to comply
with the requirements found in this section shall be subject to the
penalty and enforcement provisions of the Code of The Town of Middletown.
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Section R404.1.7, Backfill placement. Backfill shall not be
placed against the wall until the wall has sufficient strength to
prevent damage by the backfill.
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Section R405.2.3, Drainage system. In other than Group I soils
a sump shall be provided to drain the porous layer and footings. The
sump shall be at least 18 inches in diameter or 18 inches square,
shall have a depth of at least 24 inches below the bottom of the basement
floor and shall be capable or positive gravity or mechanical drainage
to remove accumulated water. The sump piping shall conform to the
International Plumbing Code, P702 and P1113. The sump shall discharge
to the exterior of the structure at a sufficient distance to prevent
recycling. The sump pump crock must have a removable cover designed
for such purpose.
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Section N1101, Criteria, Buildings shall be designed and constructed
in accordance with the State of Delaware's current edition of
the International Code Council's (ICC) International Energy Conservation
Code, as adopted by the State of Delaware, the State of Delaware Department
of Energy, pursuant to the Delaware Code Chapter 76, Title 16, Subsection
7602.
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