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RECEIVED
JUN 1 �
p 6 1997
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JUN 61997
City of Mamie Beach
Building And Zoning
Atlantic Blvd.
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C)
Foundation Flan lipy,
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40
A}. Accessible Imatones shnll.h.,ove.norrgwaprons which shall be mounted at a vertical distance of 28"
measured by the, vertical distance from, the finish surface of the floor to the bottom of
the opron Max,height of the rim or counler.surface§hall be no higher than 34 inches.
8. rouceta.stioll be lever-operated orpush-type.
r � �,�° � f•1�11� C'4h�T '�1 GT(Ot-�� (�x1�'I�J G-y� � . ,�. a.
C. Hot mater and drain pipes under lavatories sholl'be insulated or otherwise configured to protect against
cootoct;_ThofOs Nll be no.sharp or,abrasive,surfaces under lavatories. t
WAIFR CLU�rTS: ; i F
A .. -Accessible wgteryciosel seats shall be at a height of not less than 19 inches and not more than 20 inclies,
measured by(fit vertical distance from be finished surface of the floor to the top of the toilet seal
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B. Seats shall not,be sprung to return to a lifted position. \ - ----- -- �
3. : GRAB,WS; '4
8 9
A. The grab liar behind the water closet shall be 36 inCtuts minimum. •s. a •�
B. The grab bar to-the side of the water closet shall be a minimum of 42'inches long, starting 12 inches 7
maximum from wall behind water eros t.
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C. A grab-bor shall be installed at a height of 33 inched minimum and 36 inches maximum,measured by
the vertical distance from the finished surface of I)he floor to the top of the rail, with an allowable ""VV
variation of not%( than 0.5 inches, s o
q. "The Biometer or,widlh of.the gripping surfaces of.a grab bar shall be 1 1/4 to 1112 inches. , � � r `1
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E. �the space between the wall and the grab bar shall be 1'1/7 inches. � --- --- '.t, . , w7; � _�w . �, __._._..-�-�____._.r ,� � %4 �
r. The structural strength of the grub bars shall meet the fallowing specifications: s f •w t y
I. Bending stress induced by the maximum bending;moment[ram the application of 250 Ibf,shall f� �O
6e less khan the allowable stress for the material of the grab bar. L
2. Shear stress induced in the grab bar by the application of 250 Ibf shall be less than the ollowgble
shear stress for the material of The grab bar. N � o�, e 0 �.�. room �,.
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3. Shear farce induce)in a fastener or mount,n device from the application of 250 Ibf shall be less '
than the,allowable lolarol of either the fasloer a mounting device or the supporting structure, ` TO V(� -�
whichcwgr is the smaller dltawable land. - �-.� ,I � � � � .�
4. Ten l;
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silo force induced in o fastener by a direct tension force o[250 Ibf plus the maximum moment r — u � e
•from ltie opplicalian of 2501b1 shall be lass Mian the allowable withdrawal load between the
fastener& the supporting structure. --
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5. Grob bars shall not rotate within their tidings.
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