All matters related to the building sewer design,
installation, inspection, testing, and repair of building sewer system
shall be in accordance with the rules and regulations set forth by
the sewer authority having jurisdiction: Lancaster Area Sewer Authority
or City of Lancaster.
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Ground Snow Load
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30 PSF
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Wind Speed
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115 Mph
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Topographic Effect
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No
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Special Wind Region
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No
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Seismic Design Category
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B
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Weathering
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Severe
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Frost Line Depth
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36 inches
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Termites
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Moderate to Heavy
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Winter Design Temp.
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11°
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Ice Shield Underlayment
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Yes
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Flood Hazards
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Section 816 Floodway Controls, Manheim Township Zoning Ordinance
adopted June 24, 1968
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Air Freezing Index
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974
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Mean Annual Temperature
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51°
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Structures to which a street number has been assigned
shall display such number (numerals only) in a position easily observable
and easily readable from the roadway or street fronting the property.
The numbers shall be of contrasting color with their background and
permanent in nature. The numbers shall not be installed on openable
man doors or overhead doors.
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Residential Structures — Street numbers shall
be at least four inches in height and shall be installed at least
18 inches above finish grade.
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When unsuitable soil conditions are present or if
blasting is required in the excavation of footings and foundation,
two one-half inch diameter reinforcing bars are required to be installed
in the entire footing. If conditions warrant, a design professional
shall be consulted for footing/foundation design.
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By deleting "sewer system" in the last sentence
and replacing it with "drainage system" in accordance with Section
R405.1.
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Section R405.1.2, Sump pump discharge piping termination.
Sump pump pipes discharging groundwater shall terminate at least five
feet beyond the exterior foundation wall and in a manner that does
not create a nuisance on adjacent property(s), but no closer than
10 feet from the street right-of-way.
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The controlled method of water disposal from roofs
shall terminate at least five feet beyond the exterior foundation
wall and in a manner that does not create a nuisance on adjacent property(s),
but no closer than 10 feet from the street right-of-way.
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Water service pipe shall be installed a minimum
of 36 inches below finish grade.
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Basement and garage floor drains in residential
structures shall not discharge into the sanitary sewer system. Basement
and garage floor drains in new construction, alterations or additions
shall discharge by approved piping directly to daylight by either
gravity or by a drainage system to the exterior of the structure.
Existing basement and garage floor drains are subject to approval
by the Building Code Official.
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Water service pipe installed downstream from City
of Lancaster Water Bureau's last valve shall conform to this
Code.
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An automatic fire sprinkler system shall be provided
throughout all buildings containing Group F-2 occupancies where the
Group F-2 fire area exceeds 7,500 square feet.
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An automatic fire sprinkler system shall be provided
throughout all buildings containing Groups S-2 occupancies where a
Group S-2 fire area exceeds 7,500 square feet.
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903.2.13 Group B. An automatic sprinkler system
shall be provided for Group B occupancies other than ambulatory health
care facilities and where one of the following conditions exists:
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1. The fire area exceeds 7,500 square feet.
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2. The building is three or more stories in height.
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THIS FDC SERVES THE AUTOMATIC FIRE SPRINKLER SYSTEM
AND/OR STANDPIPE SYSTEM AT (insert street address).
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THIS FDC SERVCES THE AUTOMATIC FIRE SPRINKLER SYSTEM
AND/OR STANDPIPE SYSTEM AT (insert street address).
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Safe exit discharge shall include snow/ice guards
on the roof of the structure when deemed necessary by the Building
Code Official.
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Design snow loads shall be determined in accordance
with Chapter 7 of ASCE 7 as follows:
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(1) The ground snow load (pg), to be used in determining
the roof design loads for roofs in accordance with ASCE 7-10, is 30
pounds per square foot (psf).
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(2) ASCE 7-2010 Chapter 7 is amended to read as
follows:
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7.3 Flat Roof Snow Loads, pf = Ce Ct I pg
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7.3.1 Exposure Factor, Ce. This section is revised
as follows:
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The value for CE shall be determined from Table
7-2, except that the Ce value used shall not be less than 1.0 7.3.3
Importance Factor, I. This section is revised as follows: The value
for I shall be determined from Table 7-4, except that the I value
used shall not be less than 1.0.
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The Building Code Official shall be permitted to
grant code modifications for geotechnical investigations when buildings
are one story in height above grade and less than 1,000 square feet
in building area.
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and the Manheim Township Fire Chief/Emergency Management
Coordinator.
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Every new and existing structure to which a street
number has been assigned shall display such number (numerals only)
in a position easily observable and easily readable from the roadway
or street fronting the property. The numbers shall be of contrasting
color with their background and shall be permanent in nature. The
numbers shall not be installed on openable man doors or overhead doors.
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Residential Structures. Street numbers shall be
at least four inches in height and shall be installed at least 18
inches above finish grade.
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Nonresidential Structures. Street numbers shall
be at least six inches in height with a minimum stroke width of one-half
inch and shall be on or adjacent to the entrance doors at least five
feet above finish grade.
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Each tenant in a multitenant commercial structure
shall display numbers at both the front and all rear entrance doors
to each unit in accordance with requirements for nonresidential structures.
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Key boxes shall be approved by the Building Code
Official and the Manheim Township Fire Chief, and are required in
all buildings in which there is a fire alarm system or fire protection
system monitored by a central station.
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An automatic fire sprinkler system shall be provided
throughout all buildings containing Group F-2 occupancies where the
Group F-2 fire area exceeds 7,500 square feet.
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An automatic fire sprinkler system shall be provided
throughout all buildings containing Groups S-2 occupancies where a
Group S-2 fire area exceeds 7,500 square feet.
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903.2.13 Group B. An automatic sprinkler system
shall be provided for Group B occupancies other than ambulatory health
care facilities and where one of the following conditions exists:
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1. The fire area exceeds 7,500 square feet.
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2. The building is three or more stories in height.
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This section shall include all new and existing
automatic fire sprinkler systems, both required and non-required.
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This section shall include new and existing fire
alarm systems, both required and non-required, fire alarm and detection
systems.
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THIS FDC SERVES THE AUTOMATIC FIRE SPRINKLER SYSTEM
AND/OR STANDPIPE SYSTEM AT (insert street address).
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THIS FDC SERVES THE AUTOMATIC FIRE SPRINKLER SYSTEM
AND/OR STANDPIPE SYSTEM AT (insert street address).
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Safe exit discharge shall include snow/ice guards
on the roof of the structure when deemed necessary by the Building
Code Official.
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Water service pipe shall be a minimum of 36 inches
below finish grade.
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Newly installed basement drains in new and existing
structures, and existing basement floor drains in existing structures
are subject to approval by the Building Code Official.
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Non-residential water service pipe installed downstream
of the Lancaster City Water Bureau's last valve shall conform
to this code.
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Section 803.4 Requirements. The sewer authority
having jurisdiction shall be consulted prior to the discharge of special
waste.
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Approved separators shall be installed in accordance
with this Code in structures, where a determination is made by the
Building Code Official or the sewer authority having jurisdiction
of the need of a separator based on the use of the structure, proposed
waste or discharged waste regulated by this code.
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Section 1113.3.5 Sump Pump Discharge Piping Termination:
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Sump pump pipes discharging groundwater shall terminate
at least five feet beyond the exterior foundation wall and in a manner
that does not create a nuisance on adjacent property(s), but no closer
than 10 feet from the street right-of-way.
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