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09-9939
Zephyrhills
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2009
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09-9939
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Last modified
1/11/2011 10:54:14 AM
Creation date
1/11/2011 10:54:13 AM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
09-9939
Building Department - Name
LANNING,DAVID
Address
6235 HUNTINGTON DR
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1 1V11%1a. LU111.•111g <br /> Approved for use in HVHZ: No FL10474R0_II_ BJA- 00x- 03_ Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474RO_II_Z9- 10045- pan- Q516Q$s.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 FL10474_RO AE Evaluation Report_s.pdf <br /> 'meet 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 /> windborne debris regions. This product without glazing <br /> DOES comply with the impact resistant requirements for l <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 FL10474 RQ_ II B3A- o0x- 03_ Jamb _Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474ROIIZ10- 10045- pan- 051608s.pdf <br /> Impact Resistant: No I Verified By: John E. Scates FL 51737 <br /> 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 /> meet the wind ; requirements glazing tinai available DOES <br /> code buts FL1Q474_RO_AE_Evaluation Report _s.pdf <br /> q o the building :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 I <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 JambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL1Q474_R0_II_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 FL1Q474_RQ_AE_Evaluation Report_s.pdf <br /> ;meet the wind load requirements of the building code but FL10474RQ_AEZ3- 1607- 01300_aits.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 /> 110474.18 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 FL10474RQ_II BJA- 00x- 03 Jamb _Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL1Q474RO_II_Z3- 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 _RQ__AE_Evaluation_Report s.pdf <br /> meet the wind load requirements of the building code but F11Q474_RO_AE_Z3- 1607- Q13Q0s.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 /> windbome debris areas. (ref FBC 1609.1.4) <br /> 10474.19 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 /> 1 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 Evaluation Report s.pdf <br /> meet the wind load requirements of the building code but FL10474R0 AEZ4- 1607- 013Q0s.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 • <br /> •-• p y . the impact resistant requirements for <br /> •••• • - • - • •, as. ref FBC 1609.1.4 <br /> 10474.20 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> of rene insulation <br /> of Use Installation Instructions <br /> Approved for use in HVHZ: No FL10474RO_II BJA- O0x -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 V XQwtDqudsDrIH6I48zJr... 3/6/2009 <br />
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