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HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Pagel of 3 k � RT p aRECEIVED MAY 2,120 � •s#' z '�� �� ��� fi�� ��y�b� ..� �� � � � ' sus �`.a r I#.•, 9N.r3t BCIS Home Log In ; User Registration i Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map i Links Search Busines��y�� >> Professibn;al ' USER:Pablic User ApprOVal Regulationti Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4334-R Application Type lal Change Code Version Application Status Approved *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 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category xterior Doors Subcategory Swinging Exte' r 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 04/13/2015 Date Validated 04/14/2015 Date Pending FBC Approval Date Approved 04/18/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 5/18/2015 Florida Building Code Online Page 2 of 3 Date Revised 04/30/2015 Summary of Products - FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R7 C CAC N1005930.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R7 II FL0120..pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL 1314 R7 AE 504A,.I1cif 3'-0"x 6'-8"max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required.See anchor detail DWG-MA-FLO120-OS for additional information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R7 C CAC NIO05930.02.ydf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R7 II FL0121.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE 503A.pdf 3'-0"x 8'-0"max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required.See anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R7 C CAC NIO0$930.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R7 1I FL0121.pclf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE 501A.odf 12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FLO121- 05 for additional information. 4334.4 �Fiberg�lassSide-�hinge� oor Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R7 C CAC N1005930.02.01' 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 FL4334 R7 11 FI..012I..pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FLt _R7 AE 5o1A,12.qf 12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FLO121- 05 for additional information. 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R7 C CAC NI005930.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R7 II FL0120.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 5/18/2015 Florida Building Code Online Page 3 of 3 ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE 502A.udf 12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT 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 R7 C CAC NI005930.01.odf 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 FL4334 R7 II FL0120_pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE S02A.Ddf 12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FLO120- OS for additional information. 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 R7 C CAC NI005930.04.Ddf 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 the FL4334 R7 11 F1-01.23.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE 501A.pdf 12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FLO123- 0 5 fo ditional 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 R7 C CAC NI005930.03.Ddf Approved for outsi HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resi tant:Y s 02/28/2021 Design Pres e:+60.0/-60.0 Installation Instructions Other:Evaluated n locatio adhering to the FL4334 R7 II FLO122.Ddf Florida Building Code including a High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R7 AE 502A.Ddf 12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FLO122- 05 for additional information. 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Product Approval Accepts: 09R—i-FRitlxei -®. Sr.Curit'xsE.Yftit:5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgttSMGyvgTunP... 5/18/2015 149"MAX. OVERALL FRAME MOTH DSC - �1 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 2G.5" MAX 36.375" MAX. �-D.L.O. _ PANEL WIDTH 37.5" MAX. Q p J Z 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES IrJ/AsrRACAL FRAME WIDTH p I z �U_ GENERAL NOTES L�_ 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z 0)1-- THE FLORIDA BUILDING CODE AND WHERE PRESSURE X of � c-Ln AS DETERMINED BY ASCE 7, MINIMUM LL1 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, O DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ i 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w A HURRICANE PROTECTIVE DEVICE (SHUTTERS). w a 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. o H 4. PLASTICS TESTING OF FIBERGLASS FACING: a o o TEST DESCRIPTION DESIGNATION RESULT "g r¢z O N m r SELF IGNITION TEMP I ASTM 131929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN (C-1) W vWi SMOKE DENSITY ASTM D2843 53.4% a m N TENSILE STRENGTH' I ASTM D638 3.2% DIFF 0 ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC M'-_THOD 1 DOUBLE DOOR UNIT 'WISIDELITES �a a AddendmntoNAMI (n(n(n N N N 3s3333� Cedif Wj0.lNo: ills 930 N N N (ninw WO JPO a U J N (n(UA Qtr< Z 0w �0f] O O�Z000 > e I e e I e 00 • • • • "00000w 04 N N O N�d atMN NGL DCOR UNIT' DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE w w 0 U©<ZZ WHERE WATER INFILTRATION PERFORMANCE IS oATE: 2/11/05 TABLE OF CONTENTS BES RATING REQUIRED TC BE 15% OF DESIGN PRESSURE MAX WIDTH �NSWING OUTSW INSWING OUTSWING OUTSWING* SCALE: N.T.S. SHEET DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 19.0 -19.0 +40.0 -40.0 +60.0 -6D.0 4r &AV OwG.BY: SINS 1 TYPICAL ELEVATIONS & GENERAL NOTES X 19.0 -19.0 +40.0 -40.0 +60.0 -60.0 2 ANCHORING LOCA110NS & UEIAILS OX or XO 75 +50.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.D -60.0 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR ORAMNG NO.: OXXO 149E +19.0 -19.0 140.0 -40.0 1-60.0 -60.0 FLORIDA P.E. DWG-MA-FLO122-05 • High Dam Threshold Design #56533 SHEET_L OF_L Ln 1.!4 -- - Q� D 0 0 6" — SEE DETAIL6„ 3" 3" 3 �3"t 3� 3 I-31 I � � �J I I I I 16„ 6..—I — 6 —I I I I I ' I — —I—6„ 6„ s" 3 I `° I '° Z C- L LoU) SEE E DETAIL `—� N..D.. } J J LLJ J J a a SL a cy SEE DETAIL EE DETA — — "G.. .I A U') G V � 6.. 6" 6' O 3,. I o J _ a 3° — —3" 3.. a a 6 SEE DETAIL 6.• N N NN U)Q1 r 333333m . Ln u:In In In m In J #8 x 2-1/2" W oq w W JNJLd I 0 j1Qn W n ASTRAGAL RETAINER BOLT HOLE <w it 5 n MUST BE DRILLED THROUGH Co Ln #10 a a cD o #10 x 2" 6jj�CTHE THRESHOLD & INTO THE w ww m e uj n 8 x 2-1 2" O-Zc)oo # / STRUCTURE DEEP ENOUGH 0 Z w Z J o Of #10 x 5/8" DETAIL E" ASTRAGAL FOR A 1.375" THROW a=U a `a ATTACH ASTRAGAL RETAINER BOLT #8 x 2-11 2" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o O #10 x 5/8" #10 x 3/4" AS SHOWN. V O NON a 0 0.124"ANNEALED DECORATIVE INSERT #10 x 2' 0.090'SAFLEX IIID (OPTIONAL) DETAIL "C' 0.124"ANNEALED 0124" TEMP. DETAIL "D" TYP• w w 0 v m a Z ALUMINUM OR BUM ! SPACER .:;ti^,$�'• 06 X 1-1/2"PHS Adkdin(oNAMI DATE: 2/1 7/05 •.:yA.g'; SCALE: N.T.S. 0.962"1 Dow b32 _ Dow 632 OR EQUAL ••�Af'`' OR EQUAL ��� ��� Nr 5'9-�O DWC.BY: SINS 1.75'" 17.047" •: "t,: fl�t�ewed8y: - 7.375' EXTERIOR INTERIOR S DHA'NG T T I TYPICA( GLAZING DETAIL DRAWING F INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED CLASS DWG-MA-FL0122-OS SHEET 2 DE .3 CC Do 0 0 6" J CO SEE DETAIL - 3., 6" ¢ - "E" SHT. 2 L 3" - 3' ZO C J �- 3,. 6.. I I 3,.J - - I-3., I I I I I I I I I I � V� I- s,. 6.._I 1-6" 6.._I -6" I ►- U n m LOU Z L0 M cwi < w Llj Cf)w SEE DETAIL _ - cL "D" SHT. 2 J Y ® J SEE DETAIL O- w "C" SHT. 2 i _ w 0 O 2 N } o y A M A u) a G ¢v> 6.. I I I I I I I I I I I o 3" o o 3.. 3 ' 6" 3" 3 a a SEE DETAIL 6' -) -6" cn to cn to cn N "•F" SHT. 2 6„- - 3 3 3-3:3:3, cn(nfAcncnv) H U o v)p Q z z U V J J w ll� LQ aujU ATTACHMENT DETAIL aw �i< o � a 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE v)uc�i-1 a�`"Ua u z o SIGNED AND SEALED BY ROBERTO LOMAS, PE owC�oo n 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND wow= (FLORIDA #62514) WITH THE LOWEST (LEAST) ozwZoo w FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED a=wo a w a � BEING CONSIDERED FOR USE. JAMB, HEAD, AND IAT 5-1/2" CENTERLINE. oo THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. oWo000o11 w #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �'N m a�N SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR NN w LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— 1.25" i MIN MIN n•. wwoUoa� ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT -Mme" -MAX z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM MINIMUM EMBEDMENT OF 1-1/4 CL -� �- = CL -� �- -: AddendumroNA611 DATE: 2111 1/05 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO J;' Ceofuatonk: A./-7'/7 5930 SCALE: N.T.S. :J.T' REYIBWQCBY DWG.BY. Ws TRANSFER LOADS TO STRUCTURE. - - DO ' CHK.By. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCKTY CAL. MASONRY DRAWING NO.: ANCHOR. INSTALLATION ANCHOR INSTALLATION DWG-MA-FL0122-05 shEE 3 0r 3