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W <br /> 0F STORM BAR NOTES: <br /> Storm Bar Span Storm Bar Span 1. Refer to page 8 for deflection tables,storm bar tables,and W p 10 <br /> 0 0 1 I ~ `{ storm bar alloy. 0 F- c o co E <br /> rArmor Screen 2. The storm bar system is designed to achieve required z W o� o `- <br /> deflection and may utilize one or more storm bars. The 0 0 w 2- op 2 <br /> T + offset may be increased with blocking at the support. X W � o C3 <br /> r 3. Storm bars may be positioned horizontal,vertical,angled or Z W (0 af0i O <br /> Deflection Deflection as required. D+z =00 ^€ <br /> Span Support Point of Q 4. The storm bar bracket may be permanent or removable and X U o m� 1° <br /> Storm Bar(typ.) ° T ° V— 2 ti tl" <br /> SINGLE STORM BAR I SINGLE STORM BAR WITH attached to the structure using a minimum of two(2) cc Q N y <br /> ® ELEVATION MULTIPLE OPENINGS approved Y4•anchors. Refer to pages 6 and 7. af O G) <br /> Offset 5. The storm bar bracket may be permanent or removable and _ <br /> ELEVATION attached to the structure using a minimum of one approved a <br /> Anchor Deflection Deflection A"anchor. Refer to pages 6 and 7. <br /> Span Span 6. The storm bar bracket may be wall,floor or ceiling mounted. U <br /> a 7. The storm bar and screen should extend past the protected J <br /> opening by the distance equal to or greater than 1 Y2 times J 0 <br /> C. <br /> ® r the offset. N E <br /> 8. The storm bar splits the anchor/screen span into multiple m .� <br /> spans,each of which is used to determine the minimum o w M <br /> Defection deflection. 0 - v m o 0 <br /> Span Deflection ° ° I in N'D g' F- a <br /> 9. Screen anchors should be sized and spaced using full <br /> MULTIPLE STORM BAR VERTICAL STORM BAR Q `o y=co Co <br /> anchor/screen span. w co <br /> ELEVATION ELEVATION 10.Use"deflection"span and positive wind pressure to c � o CO <br /> �I 0-0 <br /> Anchor Span I--- determine minimum separation between screen and glazing. CU ¢ 0 Co o 0 <br /> c 0 — , o. <br /> 4 I Offset 4 I Offset 11.Use"anchor"span and negative wind pressure to determine ca m L S . <br /> 'i fastener size and spacing. E 12 <br /> offset 2• { t Y• 1E ,O <br /> Glazing Glazing 4 U 0) <br /> wall— <br /> wan 3"Clevis O N <br /> MULTIPLE STORM BAR Glazing Pin Zinc <br /> WITH SINGLE OPENING 1 1 wall— 2• Yx'Dia. <br /> RE <br /> o O........ F,9 <br /> Removable Pins or)rz•Bolt&Nut Permanent Screw 1 ' O v�;� •��G E IVSF.Attachment with a-#12 x 1•Saews Support Point of Stern Bar(typ.) E Cotter Pin Zinc <br /> 1 Anchor Span Support Point of Storm Bar(typ.) ALTERNATE BRACKETS upport Point of Storm Bar(typ.) Support Point of Storm *: No 09814 <br /> 5 offset 2"x 2"x 1V x W 2•x Aluminum Tube Bar(typ.) e 1k <br /> I--OpeningSpan Opening Span ALUMINUM ANGLE BRACKET d9• STATE OF .��� <br /> Refer to Storm Bar#1 8#2,page 8 Type 6063-T6 :O <br /> STORM BAR WITH"H"BRACKET soP• `, <br /> wall— <br /> Glazing <br /> THEODORE BERMAN,RE <br /> 1 NO.09814 <br /> 17118=17 <br /> 2"x 2"x Y8" <br /> Building Structure between adjacent window/ ALUMINUM TUBE DATE:12/18/17 <br /> door frames may act as a Storm Bar if proper Type 6063-T6 SCALE: N.T.S. <br /> offset to the glazical and horiz horizontal <br /> This applies to Support <br /> Refer to Point o Bar Storm page 8 STORM BAR DEFLECTION SYSTEM both vertical and horizontal applications. Support Point of Storm Bar(typ.) SHEET: 4 of 8 <br />