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09-9419
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09-9419
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Last modified
1/24/2011 11:19:14 AM
Creation date
1/24/2011 11:19:13 AM
Metadata
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Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
09-9419
Building Department - Name
RANDALL,JOANN
Address
7323 LEHIGH CT
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. Florida Building Code Online Page 3 of 6 <br /> ,wind Toad requirements of the building code but DOES FL10.4.74 RO AE Z6- 0907- 01300spdf <br /> 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 /> ! 10474.5 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 Jam_ b Attachments.pdf <br /> Approved for use outside HVHZ: Yes ; FL10474 RO II Z7 09045- pan- 051608spdf <br /> Impact Resistant: No Verified By: John E. Scates, P.E. FL 51737 <br /> Design Pressure: +36.0/ -40.6 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z7- 0907 - 01300; 9' -0" maximum Evaluation Reports <br /> jwidth; The optional glazing available DOES meet the FL10474 ROAE Evaluation Report s.pdf <br /> Ind load requirements of the building code but DOES FL10474_RO AE Z7- 0907- 0i300s.pdf <br /> 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 /> Iwindborne debris areas. (ref FBC 1609.1.4) <br /> I i 10474.6 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> polystyrene Insulation <br /> ILimits 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 Z8 -09045 pan- 051608s.pdf <br /> Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> 1 Design Pressure: +38.3/ -43.5 i Created by Independent Third Party: No <br /> 1, Other: C.M.I. drawing Z8- 0907 - 01300; 9' -0" maximum ' 'Evaluation Reports <br /> 1, width; The optional glazing available DOES meet the j FL10474 RO AE Evaluation Report s.pdf <br /> !wind load requirements of the building code but DOES FL10474RO Z8- 0907- 01300s.pdf <br /> 1 NOT meet the impact resistant requirements for I Created by Independent Third Party: Yes <br /> jlwindbome 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 /> '!10474.7 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid In place <br /> olystyrene insulation <br /> !Limits of Use Installation Instructions <br /> + ' Approved for use In HVHZ: No FL10474 RO BJA- 00x -03 Jamb Attachments.pdf <br /> Approved for use outside HVHZ: Yes FL10474 ROII Z9 09045 - pan- 051608s.pdf <br /> , Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> I Design Pressure: +44.3/ -51.5 Created by Independent Third Party: No <br /> Other: C.H.I. drawing Z9- 0907 - 01300; 9' -0" maximum Evaluation Reports <br /> ,width; The optional glazing available DOES meet the FL10474 RO AE Evaluation Report s.pdf <br /> .wind load requirements of the building code but DOES FL10474 RO AE Z9 0907- 01300s.pdf <br /> NOT meet the impact resistant requirements for Created by Independent Third Party: Yes • <br /> iiwlndbome debris regions. This product without glazing <br /> iDOES comply with the impact resistant requirements for <br /> Iwindborne debris areas. (ref FBC 1609.1.4) <br /> i 10474.8 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 Attechments,pdf <br /> Approved for use outside HVHZ: Yes FL10474 RO II Z10 -09045 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- 0907 - 01300; 9' -0" Evaluation Reports <br /> II maximum width; The optional glazing available DOES FL10474 RO AE Evaluation Repo rt s.pdf <br /> meet the wind load requirements of the building code but FL10474 RO A 1 <br /> _ E Z10 0907 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 /> +,windbome debris areas. (ref FBC 1609.1.4) <br /> 1;10474.9 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place <br /> E polystyrene insulation <br /> Limits of Use installation Instructions <br /> Approved for use In HVHZ: No FL10474 II BJA- 00x -03 Jamb Attachments.pdf <br /> ,I Approved for use outside HVHZ: Yes FL10474 RO II Z3 10045- pan- 051608s.pdf <br /> ' Impact Resistant: No Verified By: John E. Scates FL 51737 <br /> 'i 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 load requirements of the building code but FL10474_RO AE Z3- 1007- 01300s.pdf <br /> II DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes <br /> 1 windbome debris regions. This product without glazing <br /> !'DOES comply with the impact resistant requirements for <br /> http : / /www, floridabuilding .org/pr /pr_app_dtl. aspx? param =wGEVXQwtDqudsDrIH6I48zJ... 8/10/2009 <br />
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