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SPECIFICATIONS
1.
POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
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REQUIREMENTS OF FLORIDA BUBDWG CODE
201D SECTIONS 424.217. 1:17HR000JT 424.
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16DT7OF BUILDING CODE 2D QSECTION _
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DNAL SEAL
2.
ALL ALUMINUM EXTRUSIONS SHALL BE
6061T6. ALL SHOP WELDS SHALL USE 5356
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FILLER MATERIAL WITH 3116INFILLETWELD
U.N.O. ALL MECHANICALCONNECTIONS SHALL
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4.
POST INSERT SHALL EXTEND 21'ABOVE BALE
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PST INSERTSHALL BE USED ON 2MFLOOR
AND ABOVE APPLICATIONS MAX RAILING/���
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6.
HEIGHT FOR THIS APPLICATION SHALL BE 44'.
GROUND FLOOR APPLICATION SHALL NOT
CONCEALED FASTENERS OR ATTACHMENTS
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REQUIRE PSTINSERT
CONCRETE SHALL DEVELOPA MINIMUM
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COMPRESSIVE STRENGTH OF 2500 PSI M26 ARE THE RESPONSIBILITY OF THE
'DAYS.
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POOL BARRIERS DETAILED AND SPECIFIED ON
CONTRACTOR OF RECORD
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BE WIDTH OF
FRAILHEIGHT
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THIS DRAWING ALSO COMPLY WITH FSC
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PICKET
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PLANS- AND P MIT
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To BE
SCALE NTS
SCALE: NTS
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MUST BE KEPT O JOB OR
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NO INSPECTION WILL BE MADE
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4INCHES
2.010
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DRAWN BY
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THESE PLANS AND ALL PAOPOSs€1 WORK
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ARE SUBJECT TO ANY CORRECTIONS
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SNAP CAP PLATE SNAP POST PLATE
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REVISION
REQUIRED BY FIELD INSP6ClM5 THAT
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CHANNEL
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PICKET
p
9AY BE NECESSAQY IN ORDM TO
OPENING TOBE Nor
BOTTOM CHANNEL D40
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COMPLY WITH ALL APPLICABLE CODES.
MORETHAN2INCHES
MECHANICAL RAIL EXTRUSIONS
5H N0'
R'.41 TYPICAL RAILING ELEVATION
R-1 SCALE: NTS
SCALE.. NTS
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