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<br />Speci fic Gravity............................................. 1.4 7 <br />Comprehensive Strength (PSI) ...................... 8,100 <br />Flexural Strength (PSI) ............... ................... 12,100 <br />Tensile Strength (PSI).................................... 6,500 <br />Izod Impact Ft. Ibs/in. notch .......................... l5 <br />Heat Deflection Temp. @ 264 PSI................ 1620 F1720 C <br /> <br />D- 792 <br />D-695 <br />D- 790 <br />D-638 <br />D-256 <br />D-648 <br /> <br />515-6.3 Railing Description: <br /> <br />515-6.3.1 <br /> <br />515-6.3.2 <br /> <br />515-6.3.3 <br /> <br />Top rail consists of a schedule 40 outer member (1.9" O.D.) <br />that runs continuous from post to post and a schedule 40 <br />inner member (1.66" a.D.) that runs continuous for length or <br />rail, spliced as required. <br /> <br />Bottom and mid rails are the same as top except that inner <br />member is continuous from fitting to fitting. <br /> <br />Vertical post consists of an outer member (1.9" O.D.) that <br />runs continuous from rail to rail and rail to floor. Also, an <br />inner member (1.66" 0.0.) that runs continuous from top <br />rail to floor. For additional rigidity a schedule 40 (1.32" <br />O.D.) galvanized steel pipe runs continuous from top rail to <br />bottom of core hole. <br /> <br />515-6.4 Load Information: The railing shall be built to withstand a force of 100 <br />Ibs per linear foot applied in any direction at the top and such that is will <br />resist a load of not less than 200 Ibs applied in any direction at any point <br />of the rail. The railing shall be built to also withstand a force of 800 Ibs <br />applied evenly in any direction at the top of an 8 foot sections. <br /> <br />515-6.4.1 <br /> <br />515-6.4.2 <br /> <br />515-6.4.3 <br /> <br />Picket (intermediate post), when applicable, is the same <br />material as above rails, but at schedule 80 thickness. Pickets <br />are spaced such that no opening will pass a 6" sphere in <br />accordance with Standard Building Code. Alternatively, <br />pickets may be spaced such that no opening will pass a 4" <br />sphere in accordance with South Florida Building Code. <br /> <br />Toe Plate, when applicable, is 4" high, also made of High <br />Impact Vinyl Plastic fastened to posts, per manufacturer's <br />specifications using all stainless steel screws, bolts or other <br />fasteners. <br /> <br />All railing shall meet OSHA, ADA and BOCA codes <br />requiring a continuous, smooth, gripping surface where no <br />point on the rail is greater than 2.0" a.D. <br /> <br />515-6.5 Color: As selected by Broward County Public Works Department. <br /> <br />515-6.6 Style: As selected from manufacture's standard styles. <br /> <br />Page 3 of 5 <br />