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10-10337
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10-10337
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Last modified
1/28/2011 11:16:20 AM
Creation date
1/28/2011 11:16:18 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
10-10337
Building Department - Name
DORAZIO,ADAM & HELEN
Address
5920 NEWBERRY CT
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Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FL10474_RO IIBJA- 00x- 03Jamb Attachm_ ents.pdf <br /> Approved for use outside HVHZ: Yes FL10474RO II Z3- 1004 - pan 051608s.pdf I <br /> Impact Resistant: No Verifled 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 _RO_AE Evaluation Report s.pdf <br /> meet the wind Toad requirements of the building code but FL10474_RO AEZ3- 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 /> windbome debris areas. (ref FBC 1609.1.4) <br /> SA 4 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 FL 00x -03 JambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 R0 _II Z4 -10045 pan 051608s.pdf <br /> Impact Resistant: No Verifled By: John E. Scates FL 51737 <br /> Design Pressure: +23.2/ -26.2 Created by Independent Third Party: No <br /> Other: C.N.I. drawing Z4- 1007 - 01300; 10' -0" Evaluation Reports <br /> maximum width; The optional glazing available DOES <br /> meet the wind Toad requirements of the building code but . ; <br /> DOES NOT meet the impact resistant requirements for '. "". by ldepende Yhfrtf �. <br /> windbome debris regions. This product without glazing Petty Y es <br /> DOES comply with the impact resistant requirements for <br /> windbome debris areas. (ref FBC 1609.1.4) <br /> 10474.5 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> Limits of Use <br /> polystyrene insulation <br /> Approved for use In HVHZ: No Installation Instructions <br /> FL10474_RO II BJA- 00x -03 JambAttachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 RO II Z5- 10045 - pan- 051608s_pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> Design Pressure: +27.3/ -30.8 Created by Independent Third Party: <br /> • Other: C.N.I. drawing Z5 1007 - 01300; 10' -0" Evaluation Reports No <br /> maximum width; The optional glazing available DOES FL10474_RO AE Evaluation Report s.p_df ' <br /> meet the wind load requirements of the building code but FL10474 ROAE 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 /> windbome debris areas. (ref FBC 1609.1.4) <br /> 10474.6 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> Limits of Use polystyrene insulation <br /> Approved for use in HVHZ: No Installation Instructions <br /> FL10474 RO II BJA - 00x03 JambAttachments.pdf i <br /> Approved for use outside HVHZ: Yes FL10474 RO II Z6 1 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: <br /> Other: C.H.I. drawing Z6- 1007 - 01300; 10' -0" Evaluation Reports No <br /> maximum width; The optional glazing available DOES FL10474 RO AE EvaluationReport_s.pdf <br /> meet the wind Toad requirements of the building code but FL10474 RO AE Z6 -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 /> windbome debris areas. (ref FBC 1609.1.4) <br /> 10474.7 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> Limits of Use polystyrene insulation <br /> Approved for use in HVHZ: No Installation Instructions <br /> FL10474 R0 II_ BJA- 00x- 03 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 ROIIZ7- 10045- 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: <br /> Other: C.H.I. drawing Z7- 1007 - 01300; 10' -0" Evaluation Reports No <br /> maximum width; The optional glazing available DOES FL10474 Evaluation Report s,pdf <br /> meet the wind load requirements of the building code but FL10474 AEZ7- 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 /> indbome debris areas. (ref FBC 1609.1.4) <br /> 10474.8 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> Limits of use polystyrene insulation <br /> Approved for use in HVHZ: No Installation Instructions <br /> F1.10 RO IIBJA- 00x -03 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes. FL10474 ROIIZ8- 10045- 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 Pa <br /> Other: C.H.I. drawing Z8 1007 - 01300; 10' -0" Evaluation Reports No <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 Z8 1 007- 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 /> windbome debris areas. (ref FBC 1609.1.4) <br />
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