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15-16252
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2015
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15-16252
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Last modified
6/15/2016 8:13:43 AM
Creation date
6/15/2016 8:13:42 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16252
Building Department - Name
DALE,GEOFFREY & CATRINA
Address
5730 8TH ST
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Page 3 of 5 <br /> . Wood-edge Steel Side-Hinged , <br /> I __ Door Units � <br /> :Limits off Use � Certif"ication Agenc;y Certificate <br /> Approved for use in HVHZ: Yes ; FL4904 R6 C CA(� NI006110.02�pdf <br /> Approved for use outside HVHZ: Yes � Quality Assurance (�ontract Expiration D <br /> Impact Resastant: Yes � 12/31/2020 <br /> Design Pre�sure: +70.0/-70.0 I Installation Instruci:ions <br /> Other; Eval.uated for use in locations adhering to the ; FL4904 R6 II FL0129.pdf <br /> ]?lorida Building Code including the High Velocity j Verified By: National Accreditation & Man <br /> ]�urricane Zone, and where pressure requirements as ; Institute <br /> determined �,y ASCE 7, Minimum Design Loads for ! Created by Independ.ent Third Party; <br /> ]3uildings and Other Structures, does not exceed the ; Evaluation Reports <br /> c�esign pressures listed, 3'-0" x 8'-0" max nominal size: FL4904 R6 AE 503A.pdf <br /> When large missile impact resistance is required, ; Created by Independent Third Party: Yes <br /> hurri.cane protective system is NOT required, See , <br /> DWG-MA-FL0129-OS for details, ' <br /> ��904�,3 Wood-edge Steel Side-Hinged i 6'-8" Opaque I/S and O/S Door w/ or w/o Si <br /> Door Units I <br /> l�imits o�Use Certif'ication Agenc;y Certificate <br /> Approved for use in HVHZ: Yes FL4904 R6 C CAC� NI006110,01 pdf <br /> Approved for use outside HVHZ; Yes Quality Assurance (�ontract Expiration D <br /> Impact �2esistant: Yes ; 12/31/2020 <br /> Design Pre�sure: +55,0/-55.0 ' Installation Instruct:ions <br /> Other; Evaluated for use in locations adhering to the! FL4904 R6 II FL0128.pdf <br /> F�lorida Building Code including the High Velocity , Verified By; Nation�il Accreditation & Man <br /> Hurricane Zc�ne, and where pt�essure requirements as ' Institute <br /> determined by ASCE 7, Minimum Design Loads for � Created by Independ.ent Third Party; <br /> F3uildings and Other Structures, does not exceed the Evaluation Reports <br /> clesign pressures listed. 12'-0" x 6'_8" max nominal size, FL4904 R6 AE 502A_�df <br /> When large missile impact resistance is required, Created by Independ.ent Third Party; Yes <br /> hurricane prc�tective system is NOT required on opaque <br /> panels, but is required on glazed panels, See DWG- ; <br /> MA-FL0128-05, � <br /> 4�904�,4 Wood-edge Steel Side-Hinged; 8'-0" Opaque I/S Door w/ or w/o Sidelites <br /> Door Units <br /> I,imits of Use Certification Agenc;y Certificate <br /> Approved for use in HVHZ: Yes FL4904 R6 C CA(: NI006110.02.pdf <br /> Approved for use outside HVHZ; Yes Quality Assurance (�ontract Expiration D <br /> :[mpact Resistant; Yes 12/31/2020 <br /> �esign Pre�sure; +45.0/-50.0 Installation Instruci:ions <br /> �Othei•; Evaluated for use in locations adhering to the FL4904 R6 II FL0129.�df <br /> Florida Building Code including the High Velocity � Verified By, Nation��l Accreditation & Man <br /> ��urricane Zc�ne, and where pressure requirements as Institute <br /> determined �,y ASCE 7, Minimum Design Loads for Created by Independ.ent Third Party: <br />� Fsuildings and Other Structures, does not exceed the Evaluation Reports <br /> http://www,floridabuilding,org/pr/pr app dtl,aspx?param=wGEVXQwtDqteluIw:HNbb1Sc,,, 3/18/201 S <br />
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