10. Dimensions

. a. -Thickhess, The total thickness of the.
finished slab shell be: not tess than five (5) inches.

be: ‘Denadee: The ‘Leng th shall be not less than
one hundred and ten (110) feet. oe Note. oe

Note: For official tournament wiley, he. hangers of the slab
shall be not: less ‘than 120 feet.

5 Ms Width. Oné court. The width shall be not
less than sixty (60) £E6ts*. GO

iis Piaaiue Reinforcement:

 

a. Metal reinforcement, shall be thoroughly

| cleaned of mill and rust scale and of coatings that will
destroy or reduce the bonds.. The effective weight per 100
square feet shall be not Hess than 80 pounds. Reinforcement
shall be accurately placed within the glab, two (2) inches
from the top surface of the court.

lee". Expansion. Joints

a. Expansion joints shall be provided at the
net line and at the longitudinal center line between: abutting
courts. “ HS POR NS

be Penal on isles at the net line ghall be
at least one-half (1/2) inch wide and between courts shall be
at least one €1) imen wide, - All expansion joints shall extend
the full depth of the slab. and shall be filled with prepared
felt or other suitable material trimmed level with the surface
of: the -<ourt.

Notes Adjacent courts.may be divided by a 1, BLPAR of turf one (1)
foot or more. in width...

c. Reinforcing shall not be carried continuously
across expansion Joints.

ay All joints ee be finished with one- 30) ter
(1/4) inch edging tool.

13s Construction Joints
ee - a, When approved by the engineer, construction
joints may be made to conform to the playing lines of the court
or to come at any location in the concrete slab outside the
field of play.
b. Reinforcing shall be carried continuously

over all construction joints.

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