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Home My WebLink AboutProduct Approval ggug- BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications j FBC Staff j BCIS SiteMap a Links Search Or � Product Approval USER:Public User Product Approval Menu>Prpduct or Aopl:cation Search>Application List>Application Detail M FL# FL4334-R9 Application Type Code Version =Approved Applicatign Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 =ExterforD.,r Category CExterior DSubcategory Swinging emblies 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 Structures, Evaluation Reports does not exceed the design pressures listed.12'-0"x 6-8" FL4334 R9 AE S028.od max nominal size.Hurricane protective system is NOT 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 wl or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 P9 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 to the Florida FL4334 R9 II FL0120.Dd 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.Dd max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes requi:eaa e anchor detail DWG-MA-FLO120-05 for �Hi mation. I (,4334-7 Fiberglass Side-hinged Door 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 N1005930.04.PD Approved for us 113FINTZ:Yes Quality Assurance Contract Expiration Date Impact Resis nt,Yes 02/28/2021 Design Press re:+5�06.o�/-so. Installation Instructions at Other:Evaluatteed.f� ocations adhering to the Florida FL4334 R9 11 FL0123.pd 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 8'-0" FL4334 R9 AE S01B.pd max nominal size.Hurricane protective system is NOT 'Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO123-05 for additional 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 NT005930.03.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 FL0122.0d 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 5026.r)d max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 for additional information. 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Product Approval Accepts: W (GOR99 RE E Credit Card Safe o HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT (o 8!-0*GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES 149'MAX.OWA4U FRAME WIDDI ca I IZ cj�-J mmmwm� 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5'MAX. V) W/ASTRAM FRAME WIDTH cr C) GOEBAL NQTES C, X 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE 0) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 333 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 60 irT j AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 9 cc 4. PLASTICS TESTING OF nwizoLkss FACING, TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP AST D1929 1 OZt2 'E > 50 33 .56 _7_ IN Mf 0 2i N Lc-1)1 ATE BURNING D SMOKE -E-A- OKE DENSTIY ASTM D2B43 53.4% TENSILE STRENGTH- ASTM D638 I 3.2X DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I Lj Lj Ll AftlOAtOKU DOLIRtE DOOR��/cID,E,R�S to :. Ota593p to DOW %4Aft Uf zto !2� fficn tn 0 Lj 0 zj 0 uj xQ:3 MON papa z LLL=jl MU Li Li 11 Li Li 71 Ln N C4 Lj Li L-i Li SINGLE DOOR UN SINGLE DOOR UNI DOURIF DOOR UNIT WISIDELITES WITH 'SID. i7 z TABLE OF CONTENTS DESIGN PRESSURE IWATER PENETRATION TEST PRESSURE 2 11 05 SHEET DESCRIPTION WIDTH INSWING I - OUTSWINC, 'h INSWING, I MIT-- OU 5 :e 21M' N � I TYE-EYI—S LEVATI & GENERAL NOTES X +50,0 - + O. DW9.BY. SWS 2 4S & DETAILS 19.0 -19, +40.0 / --40.0 +50.0 3 JANCHORING LOCATIONS0o XU-----76— 0 � -50 -19.0 +40.0 / -46:0-- i0v 10, & DETA1707— +351� CHK,Or. T KURT BALTHAZOR OPAwNG No +40.0 -40.0 +50.0 OR MO, +50,0 1 -50 +4--1 --4-D-.F +5U.O FLORIDA PZ DWO-MA-FLO123-05 • High b—am Threshold Desion #56533 SHEET 7 Of 40 co 6*3:� SEE DETAIL 0 "E* • to 3- 3. 31 3* —3 S. �_j 1 it F 0-7 �6- 6- 6-A c)(,;C) o T. CL— !2 SEE DETAIL D' W {may SEE SEED UL C• N "C* — @— A --/Z 3.1 c I v vv Ad F 6. it 3-- co If1 6" SEE DETAIL ffi #8 2-112" 6 -. In �ul ,I!j . 0 z ASTRAGAL R BOLT HOLE .9�2 0 0 a OZ ILLED THROUGH w mm] V) Z— T 3" #10 x 2 *Fl%* L #8 2-112 DETAIL THE THRESHOLD & INTO THE Im DOE f STRUCTURE DEEP ENOUGH #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW co #8 x 2-112" #10 x I" STRIKE PLATE TO FRAME #10 x 2" AS SHOWN. DETAIL ASTRAGAL C', #10 x I" 0,124*ANNEALED OECWTIVE INSERT et p o x 5/8' O.OW SAFLEX IRO (OPTIOHAL) l"X%2"MCORRUGATED %1.OX2" WOOD SCREW (2 10x2-1 ANNEALED ,0124•TEMP. 3" ROM EACH END FROM E END 0 SCREIW/$2" mm-ir AND 7 OC AND 2�08C EACH END DETAIL "D TYP. ALAUNUM OR BUM' L,1 0 0.962"1 SPACER #6 X 1-1/2-PH AC $CALE: N.T.S. M 1.375" OR EQUAL ALrTE.x' m BY, SWS 1.7V Z3�1,,047- DOW a32 CL OUTSWING THRESHOLD WERl Om BY. T T I DRAWING_K04 TYPICAL-GLAZING DE-TAi COMBINATION COMBINATION COMPOSITE INSWING THRESHOLDHIGH DAM Q/S TLIRESHOLD IMPACT RATED GLASS MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) Is—-9-OF j Q L0 cc SEE DETAIL 8 O E" SHT. 2 6" 6" _L 3" 3" 3„ 6" 6" 6" 6" EX Q CL V wZ V NP O 41 ��••�n• ,+I t- N -{ SEE DETAIL "D" SHT. 2 — o w. W N O � g 6 e 6Ia- SEE DETAIL � S A N "C" SHT. 2 — o 6" 6" 3"6" W ki r In toLn I'-3"--f— i vii -{ SEE DETAIL 3" 6'~ I- O 3^ 3" 3., tg o "F" SHT. 2 6" 6" O ATTACHMENT DETAIL 1.25" Z 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN >, R MAX" p SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIMz v S (FLORIDA #62514) WITH THE LOWEST (LEAST) CL rl �� HARDWARE SCHEDULE a c��a g a FASTENER RATING FROM THE DIFFERENT FASTENERS 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND BEING CONSIDERED FOR USE. JAMB, HEAD, AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY AT 10-1/2" CENTERLINE, #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION w w SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR Ia. KWIKSET•SERIES 400 GRADE 3 CYLINDRICAL LATCH AND LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED WOOD SCREW EDGE DISTANCE MIN 3/4". s. AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 ANSI BHMA A156.16 SURFACE BOLTS INSTALLED m=z 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MSN _0.25" ON TCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT L - S►� AND (1) AT BOTTOM. OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE DATE- 2 11 05 MINIMUM EMBEDMENT OF 1-1/4". CL�� _ 2. 4" X 4" FULL MORTISE BUTT HINGES. Sine N.T,S. mA'r .W, SINS3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Ad&td=tO AAI CNK.BY; TRANSFER LOADS TO STRUCTURE. C iI aI1NQ ksnosw�c MNG NO.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS, TYPICAL WOOD BUCK MDWO-MA-rLD123-os ANCHOR INSTALLATION p� SHaer-.3—of 3