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� Page 4 of 5 <br /> , desi�;n pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R6 AE SOlA.pdf <br /> When large missile impact resistance is required, ; Created by Indepenclent Third Pa��ty; Yes <br /> hurricane protective system is NOT required on opaque <br /> X�anels, but is required on glazed panels. See DWG- i <br /> MA•�FL0129-05, � <br /> — — � <br /> � <br /> �904,5 � Wood-edge Steel Side-Hinged ! 8'-0" Opaque O/S w/ or w/o Sidelites <br /> Door Units � <br /> , , <br /> I�imits off Use � Certif'ication Agenc;y Certi�cate <br /> Approved for use in HVHZ: Yes � FL4904 R6 C CAC NI006110,02,pdf <br /> Approved for use outside HVHZ; Yes � Quality Assurance (�ontract Expiration D <br /> Im�►act Resistant: Yes � 12/31/2020 <br /> Design Pre�sure: +50,0/-45,0 i Installation Instruci:ions <br /> Other: Evaluated for use in locations adhering to the� FL4904 R6 II FL0129.pdf <br /> F�lorida Building Code including the High Velocity i Verified By: Nation�il Accreditation& Man <br /> �-Iurricane Zone, and where pressure 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 I Evaluation Reports <br /> design pressures listed, 12'-0" x 8'-0" max nominal size, FL4904 R6 AE SOlA.pdf <br /> When large rnissile impact resistance is required, � Created by Independ.ent Third Party; Yes <br /> hun�icane protective system is NOT required on opaque <br /> panels, but is required on glazed panels. See DWG- <br /> MA-FL0129-05. j <br /> �904�.6 Wood-edge Steel Side-Hingedi 6'-8" Glazed I/S and O/S Door w/or w/o Sic <br /> Door Units ' <br /> I�imits of Use � Certi�cation Agenc;y Certificate <br /> Approved for use in HVHZ: Yes , FL4904 R6 C CAC; NI006110,03,pdf � <br /> Approved for use outside HVHZc Yes Qualiiy Assurance (�ontract Expiration D <br /> Impact ll2esistant; No � 12/31/2020 <br /> Design Pre�sure: +50,5/-50.5 Installation Instrucl:ions <br /> Other: Evaluated for use in locations adhering to the FL4904 R6 II FL0130.pdf <br /> Florida Building Code including the High Velocity ' Verified By: Nation�il Accreditation& Man <br /> ��urricane Zone, and where pressure requirements as ! Institute <br /> cieteimined by ASCE 7, Minimum Design Loads for � Created by Independ.ent Third Party: <br /> �3uildings and Other Structures, does not exceed the Evaluation Reports <br /> design presslzres listed. 12'-0" x 6'-8" max nominal size. FL4904 R6 AE 50.2A.pdf <br /> When large rnissile impact resistance is requir�ed, Created by Independ.ent Third Party: Yes <br /> hui�ricane protective system is required. See DWG-M�A- <br /> I�L0130-OS for details. ' <br /> ��904�.7 Wood-edge Steel Side-Hinged 8'-0" Glazed I/S Dooz w/ or w/o Sidelites <br /> Door Units <br /> ]�imxts of Use ; Certification Agenc;y Certificate <br /> Approved f�or use in HVHZ: Yes FL4904 R6 C CAC NI006110,04,pdf <br /> Ap�roved f�or use outside HVHZ: Yes Quality Assurance <:ontract Expiration D <br /> Impact Resistant: No 12/31/2020 <br /> ht.tn�//www.floridabuildin�.or�/br/nr abt� dtl.aspx?param=wGEVXOwtDateluIwl�NbblSc... 3/18/2015 <br />