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10-10394
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10-10394
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Last modified
1/31/2011 8:20:44 AM
Creation date
1/31/2011 8:20:41 AM
Metadata
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Template:
Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
10-10394
Building Department - Name
FRYE,LOLETA
Address
7327 LEHIGH CT
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rlorlua rsulluing Loue vnllne rage 01 U <br /> • <br /> Approved for use in HVHZ: No 1 FL10474 00x -03 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 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 ' FL10474RO AE Evaluation_Report_s.pdf <br /> Imeet the wind load requirements of the building code but, FL10474 _R0_AE_Z9- 1007- 01300s.pdf <br /> DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> Iwindborne 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 /> polystyrene Insulation <br /> Limits of Use :Installation Instructions <br /> Approved for use in HVHZ: No FL1Q474 II _ BJA- Q0x- 03 Jamb _ Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474_RO_II_Z10- 10045- pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +50.7/ -57.5 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z10- 1007 - 01300; 10' -0" Evaluation Reports <br /> (maximum width; The optional glazing available DOES FL10474 ROAE Evaluation _ Report _ s.pdf <br /> :meet the wind load requirements of the building code but FL10474RQ_AE_Z10- 1007- 01300s.pdf <br /> 'DOES NOT meet the impact resistant requirements for 1 Created by Independent Third Party: Yes <br /> windborne 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 /> 10474.17 ;2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> { .ol st rene Insulation <br /> ,Limits of Use 'Installation Instructions <br /> Approved for use in HVHZ: No FL10474RO _ BJA- 00x- 03 Jamb _ Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 16045- pan- 051608_aits.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 /> 1 Other: C.H.I. drawing Z3- 1607- 01300_alt; 16' -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 1607- 01300 <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 /> 110474.18 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> j - 'polyst rene insulation <br /> .Limits of Use 'Installation Instructions <br /> I Approved for use in HVHZ: No j FL10474RO 00x -03 Jamb <br /> Approved for use outside HVHZ: Yes FL10474 II 16045- pan- 051608s.pdf <br /> 1 Impact Resistant: No 1 Verified By: John E. Scates FL 51737 <br /> 1 Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No <br /> 1 Other: C.H.I. drawing Z3 -1607- 01300; 16' -0" : Evaluation Reports <br /> !maximum width; The optional glazing available DOES FL10474 AE Evaluation _ Report _ s.pdf <br /> ,meet the wind load requirements of the building code but FL10474RO_AE_Z3- 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 1 <br /> ,windborne debris areas. (ref FBC 1609.1.4 <br /> 10474.19 i2250, 2251, 2240, 2241 :Steel Pan (25 gauge min.) hollow or laid in place <br /> •ol s rene insulation <br /> Limits of Use Installation Instructions <br /> , Approved for use in HVHZ: No, FL10474 QOx- 03 Jamb _ Attachments,pdf <br /> Approved for use outside HVHZ: Yes 1 FL10474 16045- pan- 051608s.pdf <br /> Impact Resistant: No 1 Verified By: John E. Scates FL 51737 <br /> Design Pressure: +22.2/ -24.7 I 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 RQ_AE Evaluation Report _ s <br /> meet the wind load requirements of the building code but FL10474RQ_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 /> 1 . • -• p y ' - the impact resistant requirements for i <br /> ndborne7lebris a - as. ref FBC 1609.1.4 <br /> 10474.20 12250, 2251, 2240, 2241 ,Steel Pan (25 gauge min.) hollow or laid in place <br /> •ol rene insulation <br /> of Use ;Installation Instructions <br /> Approved for use in HVHZ: No FL10474ROII BJA- 00x- 03_Jamb_Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474_RO_II_Z5- 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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