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10-10351
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10-10351
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Last modified
1/28/2011 11:39:14 AM
Creation date
1/28/2011 11:39:10 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
10-10351
Building Department - Name
BUDKE,DONNA & PAUL
Address
6117 16TH ST
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rlorlua t,uiiuing moue vnnne rage D 01 O <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_Z9- 10045- 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- 1007 - 01300; 10'-0" Evaluation Reports <br /> ;maximum width; The optional glazing available DOES 1 FL10474 RO_AE_ Evaluation _Report s.pdf <br /> meet the wind load requirements of the building code but FL10474R0AE Z9- 1007- 01300s.pdf <br /> ;DOES NOT meet the impact resistant requirements for I 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 /> ;10474.16 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> col styrene 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_IIZ10- 10045 - pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> I Design Pressure: +50.7/ -57.5 Created by Independent Third Party: No <br /> Other: C.M.I. drawing Z10- 1007 - 01300; 10' -0" Evaluation Reports <br /> ; maximum width; The optional glazing available DOES FL10474 _ROAE_EvaluationReport_s.pdf <br /> ;meet the wind load requirements of the building code but FL10474_RO _AE_Z10- 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 /> ;10474.17 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_ROII_Z3- 16045- pan- 051608_alts.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z3- 1607- 01300_alt; 16' -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_R0_AE_Z3- 1607- 01300aits.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 /> 10474.18 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- OOx- 03_ Jamb _Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474ROIIZ3- 16045 - pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z3 -1607- 01300; 16' -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 1607- 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 /> 10474.19 02250, 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_R0_II BJA- 00x- 03 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474R0_II_Z4- 16045- pan- 051608s.pdf <br /> Impact Resistant: No ; Verified By: John E. Scates FL 51737 <br /> Design Pressure: +22.2/-24.7 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z4- 1607- 01300; 16' -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_R0_AE_Z4- 1607- 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 /> • • -• p y ' the impact resistant requirements for <br /> "indbornellebrls a - as. (ref FBC 1609.1.4) <br /> ;10474.20 1 2250 , 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> polystyrene insulation <br /> _, of Use Installation Instructions <br /> Approved for use in HVHZ: No FL10474ROII BJA- 00x- O3 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474ROIIZ5- 16045- pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +26.2/ -29.1 Created by Independent Third Party: No <br /> http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx? param =wGE VXQwtDqudsDrIH6I48zJr... 3/6/2009 <br />
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