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Florida Building Code Online Page 3 of 6 <br /> windborne debris regions. This product without glazing <br /> DOES comply with the Impact resistant requirements for <br /> ,windborne debris areas. (ref FBC 1609.1.4) . <br /> ,10474.5 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> ` polystyrene insulation <br /> !Limits of Use Installation Instructions <br /> I Approved for use in HVHZ: No FL10474_RO_II_ BJA- o0x- 03_Jamb Attachments. pdf <br /> I Approved for use outside HVHZ: Yes FL10474R0_IIZ7- 09045 - pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates, P.E. FL 51737 <br /> Design Pressure: +36.0/ -40.6 Created by Independent Third Party: No <br /> ! Other: C.H.I. drawing Z7- 0907- 01300; 9' -0" maximum Evaluation Reports <br /> width; The optional glazing available DOES meet the FL10474 ROAE Evaluation Report s.pdf <br /> 'wind load requirements of the building code but DOES FL10474_R0AE_Z7- 0907- 01300s.pdf <br /> KNOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> windborne debris regions. This product without glazing <br /> (DOES comply with the impact resistant requirements for <br /> !windborne debris areas. (ref FBC 1609.1.4) <br /> 10474.6 <br /> 1/2 240, 2241 ,Steel Pan (25 gauge min.) hollow or laid in place <br /> L polystyrene insulation <br /> !Limits of Use 'Installation Instructions <br /> I Approved for use in HVHZ: No FL10474_R0II BJA- 00x- 03_JambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474RO_II_Z8- 09045- pan- 051608s.pdf <br /> Impact Resistant: No I Verified By: John E. Scates FL 51737 <br /> Design Pressure: +38.3/ -43.5 I Created by Independent Third Party: No <br /> I Other: C.H.I. drawing Z8- 0907 - 01300; 9' -0" maximum ! Evaluation Reports <br /> ;width; The optional glazing available DOES meet the FL10474 __R0_AE_Evaluation__Report_ s.pdf <br /> • <br /> !wind load requirements of the building code but DOES FL10474_RO_AE_Z8- 0907- 01300s.pdf <br /> NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> (windborne debris regions. This product without glazing <br /> ;DOES comply with the impact resistant requirements for <br /> windborne debris areas. (ref FBC 1609.1.4 <br /> .10474.7 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> polystyrene insulation <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FL10474_RO_II _BJA- 00x- 03 Jamb _Attachments.pdf <br /> 1 Approved for use outside HVHZ: Yes FL10474RO_II_Z9- 09045 - pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +44.3/ -51.5 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z9- 0907- 01300; 9' -0" maximum Evaluation Reports <br /> ( width; The optional glazing available DOES meet the FL10474 ROAE_ Evaluation Report_ _s.pdf <br /> ;wind load requirements of the building code but DOES FL10474 _R0_AE_Z9- 0.907- 01300s.pdf <br /> SNOT meet the impact resistant requirements for Created by Independent Third Party: Yes ! <br /> !windborne debris regions. This product without glazing <br /> DOES comply with the Impact resistant requirements for <br /> ;windborne debris areas. (ref FBC 1609.1.4) <br /> 110474.8 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> 'polystyrene insulation <br /> !Limits of Use !Installation Instructions <br /> I Approved for use in HVHZ: No I FL10474ROII BJA- 00x- 03. Jamb .Attachments.pdf <br /> Approved for use outside HVHZ: Yes 1 FL10474R0II_Z10- 09045- pan- 051608s.pdf <br /> I Impact Resistant: No I Verified By: John E. Scates FL 51737 <br /> Design Pressure: +50.7/ -57.5 I Created by Independent Third Party: No <br /> Other: C.H.I. drawing 210-0907-01300; 9'-0 " !Evaluation Reports <br /> maximum width; The optional glazing available DOES ; FL10474_ _RO_AE_Evaluation Report ._s.pdf <br /> !meet the wind load requirements of the building code but <br /> 'DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> windborne debris regions. This product without glazing <br /> (DOES comply with the impact resistant requirements for I <br /> (windborne debris areas. (ref FBC 1609.1.4) <br /> ;10474.9 '2250, 2251, 2240, 2241 ;Steel Pan (25 gauge min.) hollow or laid in place <br /> I 'polystyrene insulation <br /> Limits of Use (Installation Instructions <br /> Approved for use in HVHZ: No i FL10474_RO_II_ BJA- 00x- 03_3ambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474ROII_Z3- 10045 - pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 . <br /> Design Pressure: +19.5/ -22.0 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z3-1007-01300; 10'-0" Evaluation Reports <br /> ! maximum width; The optional glazing available DOES FL10474_ _R0__AE_Evaluation_ Report _s.pdf • <br /> meet the wind load requirements of the building code but FL10474_RO_AE_Z3- 1007- 01300s.pdf <br /> DOES NOT meet the Impact resistant requirements for Created by Independent Third Party: Yes <br /> ,windborne debris regions. This product without glazing , <br /> DOES comply with the impact resistant requirements for <br /> ; windborne debris areas. (ref FBC 1609.1.4) <br /> httn : / /www.floridabuilding.or2 /pr /pr app dtl. aspx? param= wGEVXQwtDqudsDrIH6I48zJr... 3/9/2009 <br />