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total number of “design sprinklers” as specified in NFPA
13D or NFPA 13R.

TIA 99-1 (Tentative Interim Amendment) with an effective
date of May 22, 2000 states that the minimum required
discharge from each of the “design sprinklers” for sys-
tems designed to NFPA 13 must be calculated based on
delivering a minimum design density of 0.1 gpm/sq. ft. for
each of the listed coverage areas shown in Table A. Con-
sult with the Authority Having Jurisdiction regarding the
application of this TIA to the currently adopted NFPA 13.

For systems designed to NFPA 13, 13D, or 13R, consult
with the local authority having jurisdiction with regard to
the number of “design sprinklers” for sloped ceilings hav-
ing a slope greater than a 2 inch rise for a 12 inch run.

Spray Coverage Criteria.

Figure 2 and 3 provide spac-

ing rules that must be followed to assure that the Model
TFP1 Sprinklers will provide their design distribution of
water spray.

Sprinklers are to be located with respect to obstructions
to water distribution in accordance with extended cover-
age pendent sprinkler obstruction requirements of NFPA
13.

Operational Sensitivity Criteria.

For proper operational

sensitivity, the Model TFP1 must be installed beneath a
solid ceiling having a smooth or textured surface.

The Model TFP1 must

NOT

be used above or below open-

gridded type suspended ceilings; beneath soffits or
beams exceeding 3 inches in height; or, with beams,
joists, or ducts having a height of more than 3 inches lo-
cated within the sprinkler coverage areas. Beams having
a height of more than 3 inches may be located with their
centerlines along the boundaries separating adjacent
sprinkler coverage areas.

Cold Soldering Criteria.

Figures 2 and 3 provide the

minimum spacing requirements necessary for preventing
the wetting (i.e., cold soldering) of the heat responsive
element of a non-operated Model TFP1, which is adja-
cent to one which has operated.

Heat Source Criteria.

Refer to NFPA 13D or NFPA 13R

for the requirements relating to preventing the possible re-
lease of a Model TFP1 heat responsive element, due to
exposure to heat sources other than abnormal fire.

STAR SPRINKLER

1-3.2.50

Page 3

Figure 2-1 (Plan View)

Figure 2-2 (Plan View)

Figure 2-3 (Plan View)

Figure 2-4 (Plan View)

Figure 2-5 (Plan View)

Figure 2-6 (Plan View)

Figure 2-7 (Plan View)

Figure 2-8 (Plan View)

FIGURE 2

SPACING RULES UNDER LEVEL CEILINGS

S

=

THE LENGTH OF THE COVERAGE AREA BEING
HYDRAULICALLY CALCULATED (REF. TABLE A).

OBSOLETE

Summary of Contents for Star TFP1

Page 1: ...annot be fully sprinklered in accordance with the recommendations of NFPA 13 13D or 13R In the event of this condi tion consult the authorities having jurisdiction for guidance and approval It is the...

Page 2: ...nimum required single and multiple sprinkler flow rates for systems designed to NFPA 13D or NFPA 13R are given in Table A as a func tion of temperature rating and the maximum allowable coverage areas...

Page 3: ...For proper operational sensitivity the Model TFP1 must be installed beneath a solid ceiling having a smooth or textured surface The Model TFP1 must NOT be used above or below open gridded type suspen...

Page 4: ...e ceiling ridge is horizontal b the compartment openings to adjoining spaces have minimum lintel depths of 8 inches below the lowest sprinkler c any adjacent sprinklers in the direction of the ceiling...

Page 5: ...he Sprinkler into the sprinkler fit ting Step 4 Wrench tighten the Sprinkler using only the 4947 Sprinkler Socket or 4948 Wrench Socket Com bination Ref Figure 4 The wrench recess of the 4947 is to be...

Page 6: ...ability of the sprinkler system to aid in the control of a fire in which they are involved Sprinklers which are found to be leaking or exhibiting vis ible signs of corrosion must be replaced Automatic...

Page 7: ...Buyer s representatives IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LI ABLE IN CONTRACT TORT STRICT LIABILITY OR UN DER ANY OTHER LEGAL THEORY FOR INCIDENTAL INDIRECT SPECIAL OR CONSEQUENTIAL DAMAGES INCL...

Page 8: ...UP TO A MAXIMUM OF ONE HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED 2 THE MOUNTING SURFACE MUST BE LOCATED WITHIN 4 TO 6 INCHES OF THE PEAK IF IT IS NOT CONTINUOUS OVER THE FUL...

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