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. Florida Building Code Online Page 4 of 6 <br /> lwindbome debris areas. (ref FBC 1609.1.4) d <br /> 10474.10 12250, 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 00x -03 JambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 RO II Z4- 10045pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +23.2/ -26.2 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z4- 1007 - 01300; 10' -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 FL10474 RO AE Z4- 10Q7- 01300spdf <br /> "DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> windbome debris regions. This product without glazing <br /> !DOES comply with the Impact resistant requirements for <br /> ( windbome debris areas. (ref FBC 1609.1.4) <br /> 10474.11 12250, 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 /> Approved for use outside HVHZ: Yes FL10474 RO IIZ5 -10 045 pan- 01608s.pdf <br /> Impact Resistant: No <br /> Verifie <br /> By: John E. Scates FL 51737 <br /> Design Pressure: +27.3/ -30.8 <br /> Other: C.H.I. drawing Z5 -1007- 01300; 10' -0" Evaluation Created by Reports Independent Third Party: No <br /> maximum width; The optional glazing available DOES <br /> FL10474 RO AE Evaluation Report s,pdf <br /> C ,meet the wind load requirements of the building code but FL10474 AE Z5 -1007 01300s.pdf <br /> 'DOES NOT meet the Impact resistant requirements for Created by Independent Third Party: Yes <br /> 'windbome debris regions. This product without glazing <br /> !DOES comply with the Impact resistant requirements for <br /> I l iwindbome debris areas. (ref FBC 1609.1.4) <br /> 10474.12 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> polystyrene Insulation <br /> Limits of Use Installation Instructions p <br /> Approved for use in HVHZ: No FL10474 RO II BJA- 00x-03 Jamb Attachments. df <br /> Approved for use outside HVHZ: Yes FL10474 RO II Z6 10045- pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +31.4/ -35.5 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z6- 1007 - 01300; 10' -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 FL10474 RO AE Z6- 1007- 01300spdf <br /> DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> ';wlndborne debris regions. This product without glazing <br /> DOES comply with the Impact resistant requirements for <br /> ;DOES debris areas. (ref FBC 1609.1.4) <br /> 10474.13 !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 /> Approved for use outside HVHZ: Yes FL10474 RO II Z7- 10 pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +36.0/ -40.6 Created by Independent Third Party: No <br /> Other: C.N.I. drawing Z7- 1007 - 01300; 10' -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 FL10474 RO AE Z7- 1007- 01300s.pdf <br /> I DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> windborne debris regions. This product without glazing <br /> IIDOES comply with the impact resistant requirements for <br /> 1 windborne debris areas. (ref FBC 1609.1.4) <br /> 10474.14 12250, 2251, 2240, 2241 'Steel Pan (25 gauge min.) hollow or laid in place <br /> 1 polystyrene insulation j <br /> Limits of Use Approved for use outside No Yes Installation Instructions <br /> Approved in HVHZ: � <br /> ' FL10474 RO II BJA OOx -03 Jamb Attachments,pdf <br /> FL10474 28 pan- 051608s.pdf <br /> ■ Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +38.3/ -43.5 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z8- 1007 - 01300; 10' -0" ,Evaluation Reports <br /> i maximum width; The optional glazing available DOES ; FL10474R0AE Evaluation Reports,pdf <br /> meet the wind load requirements of the building code but, FL10474 RO AE 28- 1007- 01300s.xdf <br /> DOES NOT meet the impact resistant requirements for I Created by Independent Third Party: Yes <br /> Iwlndbome debris regions. This product without glazing <br /> DOES comply with the Impact resistant requirements for <br /> I debris areas. (ref FBC 1609.1.4) <br /> 1 10474.15 12250, 2251, 2240, 2241 Steel Pan (25 au a min.) hollow or laid in <br /> 9 9 ) d place <br /> polystyrene <br /> In <br /> sulation <br /> http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDqudsDrIH6I48zJ... 8/10/2009 <br />