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Home My WebLink AboutProduct Approval o w BCIS Home i Log In User Registration Hot Topic j Submit urcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval 'k`s� USER:Public User r cia, Ss:;,„vxuY�anX Product Approval Menu>Product or Appkatien Search>Application List>Application Detail •_ FL# FL4334-R9 Application Type Code Version 2014 Application Status A ro *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived I.- Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Stru tures, Evaluation Reports does not exceed the design pressures listed. 12'-0" 6'-8" FL4334 R9 AE 502B.Ddf max nominal size.Hurricane protective system is N T Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R4 C CAC N1005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering tote Florida FL4334 R9 II FL0120.0df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined b ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other StrL ctures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.odf max nominal size. Hurricane protective system is N DT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 fo additional information. 4334.7 Fiberglass Side-hinged DODr Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to he Florida FL4334 R9 II FL0123.1)df Building Code including the High Velocity HurricanE Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined b ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Stri ictures, Evaluation Reports does not exceed the design pressures listed. 12'-0' x 8'-0" FL4334 R9 AE 501B.Ddf max nominal size. Hurricane protective system is lN OT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO123-05 for a ' io information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC N1005930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 11 FL0122.12df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0'x 6'-8" FL4334 R9 AE 502B odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 f r additional information. Back NeXt Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 200 -2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you don t want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by tadi Zonal mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the lit ensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can a made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Smalls ul �j149'MAX. OVERALL.FRAME WIDTH 00 ��2 0 a O HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20,5" MAX 36.375" MAX. 37.5" MAX. O 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES D.L.0. PANEL WIDTH AFRAME WIDTH ce,=1 V) O 0U GENERAL NOTES L0 U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 1 THE FLORIDA BUILDING CODE AND WHERE PRESSURE "L� REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM °� W DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, O DOES NOT EXCEED THE DESIGN PRESSURES LISTED. l 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). a 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING; r TEST DESCRIPTION DESIGNATION RESULT b 3 SELF IGNITION TEMP ASTM 01929 _752 'F > 650'F RATE OF BURNING ASTM D635 0.56 IN MIN C-1 $ SMOKE DENSITY ASTM D2843 53.4% +I TENSILE STRENGTH• ASTM D638 3.2% DIFF o + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WISIDELRES AddeldumloaAlo (n (n m calm�aualr�.:.Ns�59. Min ZR V�ffdVe�Ozz to p0 O wpplwjlyWl�a�ya TZZ�J3 rn 42L7Qu•`'e co • • • • O to O a DOUBLE.DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE WQR UNIT W/31DELRES DOUBLE DOOR UNIT W/41_OFLRES WITH SIDELITE WITH SIQELTTE w o v I- TABLE WH EWA IN IL I N C IS aleOF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE :l N.T.S. C N IG MAX WIDTHINSWINGOUTSWING INSWING OUT W G OUTSWING+ SHEET #1 DESCRIPTION +19. -19.0 +40. -40.0 -16 .0 owo.BY; SWS 1 TYPI LEVATIDNS & GEN NOTES XX 74 +60.0 - + -6 .0 9.0 -19.0 +40.0 -40. + - 0. 2 ANC G O A I AILS +1 -19.0 +40.0 -40. +60.0 -60.D 3 ANCHORING LOCATIONS k DETAILS OX 112.5 + ,0 -60. +6 .0 -6 + -19.0 +40. -40. + - KURT BALTHAZOR DMWYa6 no --b-XX-U'- 149 +6010 -60.0 +60.0 -80.0 +19. -19.0 + -4 .0 +6 .0 -80.0 FLORIDA P.E. DWC-MA-FL0122-03 + Hign Dom mitld .sign M56533 sHltT�or� 6" SEE DETAIL6` � 3" 3" 3" 3" 3"� 3" 3" r 1O on 4 = Mn p U W � • � a SEE DETAIL "W Y ..D. 3 r SEE DETAILc. — SEE DETAIL A M Y. - g 6" 3" $ —6" 6» 'n r � 3` 1 — 3" 3" 3• 3. h"3" 6'"1 r--6" I 6" SEE DETAIL "F" Z #8 x 2-1/2" N a a • < �_� ASTRAGAL RETAINER BOLT HOLE o: �m rn MUST BE DRILLED THROUGH a o 0 #10 x 2" THE THRESHOLD & INTO THE w _ 3 #8 x 2-1/2 STRUCTURE DEEP ENOUGH z W C o #10 x 5/8" DETAIL "F." ASTRAGAL i o d� ATTACH ASTRAGAL RETAINER BOLT co FORA 1.375" THROW #8 x 2-1/2" #10 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL 0oaov O #10 x 5/8" #10 x 1„ AS SHOWN. w�, �% (OPMONAo 0.124'ANNEALED �— L)INSERTd' #10 x 2" O.OBO'SAFLE%HIS DETAIL "G" 0.124•ANNEALED .0124"TEMP. DETAIL "D" TYP. Do of. �+ w o v m x z ALUMIHV4 0R 81717E v.., /6 X I-1/Y PHS SSPPAnCuE.Rrc .;ty aTE: y 11 05 "; scALE: N.T.S. DOW 832 ' DOW B32 l 0.962 EQUALtii' OR EQUAL 0". BY: SWS OR EQUAL fig!' � �! 1 1.75" 1.047' ,- '> 1,375- � E�fglpg TytlEglpg ceuc.BY: OWNS T TYPICAL GLAZING DETAIL DWG-AI"0" T INSWING THRESHOLD OUTSWING TKR E HOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DWG-MA-PLO122-os S SHEET OF 3 fx: Do cr- SEE DETAIL 3» 6" "E' SHT. 2 3" 3 II— 3" c— 6 `� " I I II 1 � Ul0 S�U 6" 11" 6" Q 2 .o SEE DETAIL — N D SHT. 2 Y t SEE DETAIL. w w "C" SHT. 2 A a G e 8 I III II I I II �i � �� 3" 3""1 •6 6» 3" a Ad&fdAIDWM SEE DETAIL 6" 6- 0 Ln "F' SHT. 2 NOV. rn L V. Waft DO z!w -- tA �Jtn 2Q LIN" R . HARDWARE SCHEDULE ar, ATTACHMENT DETAIL 0,25 1. ANCHOR ANALYSIS FOR LOA N5 P SHIM 1. �KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND V) �,� z SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o" foo g SIGNED AND SEALED BY ROBERTO LOMAS, P CL-� �- w o x - rn (FLORIDA #62514) WITH THE LOWEST (LEAST) AT 5-1/2' CENTERLINE. �Zw�Oj FASTENER RATING FROM THE DIFFERENT FASTENERS 2. 4" X 4" FULL MORTISE BUTT HINGES. BEING CONSIDERED FOR USE. JAMB, HEAD, AND + THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY c c^w #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLA SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR N M �' LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2", I"xI�2" CORRUGATED ff1OX2" WOOD SCREW (2_) QIOX2-1/2" WOOD SCREW EDGE DISTANCE MIN 3/4". o", R .3 ROM EACH END 6' FROM EACH END wO D SCRE S 1 5D"T" �" AND 7" OC AND 12` OC EACH END N ]_ 4 wo(�mx0 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MI - -MAX 4 ACRYLIC z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM LATEX ® oae 211 IO5 cm BY: OF 1-1 2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL�� I- CAULK / ACRYLIC ( ScuF: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". LATEX CAULK CL DWCL Br: SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO I __ — TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE MAW"� 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) M-MA-FLO722-05 smm j—OFj—