| a. | Hydraulic calculations for hydraulically designed systems. |
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| b. | Complete piping plans. |
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| c. | Reflected ceiling plan with all areas clearly designated. |
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| d. | Location and type of all hangers and earthquake bracing. |
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| e. | Point of compass. |
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| f. | Ceiling construction. |
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| g. | Full length cross section. |
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| h. | Location of fire walls. |
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| i. | Location of seismic joints. |
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| j. | Location of partitions. |
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| k. | Occupancy hazard classification of each area and, or room. |
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| l. | Location and size of blank spaces (as defined in the Code) and closets. |
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| m. | Any questionable small enclosure in which no sprinklers are intended to be
installed shall be clearly identified. |
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| n. | Make, type and nominal orifice size of sprinklers. |
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| o. | Temperature rating and location of high temperature sprinklers. |
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| p. | Total area protected by each system on each floor. |
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| q. | Number of sprinklers on each riser per floor. |
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| r. | Location of alarm bells. |
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| s. | Total number of sprinklers on each drypipe system, pre-action systems, or
deluge systems. |
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| t. | Nominal pipe size and cutting lengths or center to center dimensions of pipe. |
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| u. | Location and size of riser nipples. |
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| v. | Type of fittings, joints, sleeves, and location of all welds and bends. |
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| w. | Location of all control valves, check valves, drain pipes, test pipes, their
terminals, and areas that control valve supplies. |
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| x. | Complete nameplate data. |
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| y. | Name and address of contractor. |
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| z. | Contractor's license stamp and identity of the designer. |
| a. | Size and location of City main in street, pressure, location, and
elevation of flow test hydrant. |
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| b. | Underground pipe size, length, location, weight, material, point of
connection to the main, type of valves and meters, and the depth that the top of the pipe is
laid below grade. |
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| c. | Mounting height of fire department connections. |
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| d. | Anticipated landscape and topography in vicinity of fire department
connection. |
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| e. | Location of nearest fire hydrant serving each fire department connection.
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| a. | A minimum distance of five feet from a 90o degree elbow designed to supply a
sprinkler riser. |
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| b. | A minimum distance of five feet from the underground elbows on the supply and
service side of an above ground exterior check valve. |
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| c. | A minimum distance of five feet from entering a building. |
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| d. | A minimum distance of five feet prior to passing under or through a footing or
retaining wall. |
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| e. | Piping shall have a minimum cover of three feet under driveways, fire lanes,
roads, streets, and in open areas. Cover shall be measured from finished grade to the top of the pipe. |
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| f. | Tracer wire shall be taped to nonmetallic piping. Wire shall be wrapped
completely around the pipe. |
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| g. | When the system riser is close to a foundation or footing, underground fittings
of proper length shall be used to avoid pipe joints located in or under the wall
or footing. When the connection passes through a foundation or footing below grade, a one to three inch clearance shall be provided around the pipe, and the
clear space filled with asphalt mastic or similar flexible waterproofing material. |
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| h. | Fire Department connections shall be located no less than 40 feet from the
buildings protected. |
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| Note: Where conditions do not permit, the Fire Department connection shall be
placed where it will be readily accessible in case of fire and not subject to
injury. All Fire Department connection locations shall be approved by the Campus
Fire Marshal and local Fire Department. |
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| i. | Fire Department connections shall front the street of primary Fire Department
vehicular access and shall be located within 25 feet of a fire hydrant. Fire
Department connection inlets shall be located 30 inches to 4 feet above grade
on street front. |
| a. | The Designated Campus Fire Marshal shall be contacted 48 hours in advance, to
witness hydrostatic tests. |
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| b. | Underground, rooftop, and other piping directly exposed to the exterior
environment and/or piping containing water absorbent material shall be filled
with water 24 hours preceding hydrostatic testing. |
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| c. | Interior piping shall be filled with water two hours preceding hydrostatic
testing. |
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| d. | Piping shall be purged of all air and other gases prior to hydrostatic testing. |
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| e. | Underground piping shall be center loaded and all fittings, joints, strappings,
and thrust blocking shall be exposed for hydrostatic pressure testing and inspection. |
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| f. | All above grade and interior piping, fittings, and supports shall be exposed for
inspection and hydrostatic testing. |
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| g. | Fire department connections and piping shall be included in hydrostatic testing
and shall be flushed. |
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| h. | Underground mains and supply connections to sprinkler risers shall be flushed
thoroughly before connection to sprinkler systems. |
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| i. | Test of drainage facilities shall be conducted by opening each drain valve while
the system control valves are open to the supply. |
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| j. | All drains and test valves shall empty into drains that will readily accept the
volume of water expected in normal use. |
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| k. | Contractor shall be responsible for coordination of all testing through design
and construction. |