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Home My WebLink AboutProduct Approval (2) V'-7D SEP 172015 a a i Floi a DeDartmentd BCIS Nome Lug In ; User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff SCIS Stte Map links Search Bus ines ('`) Professi ,nal Product Approval �� tJSlR:Public User Regulation ' Product Approval Menu>Product or Application Search>Application List>Application Detall ty, e FL# FL4394,,'R9lr. ){5� Application Type Revision, Code Version Application Status Approved t *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 Irit'emetianal;.' .t. Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 ssch rel berm asonite,com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email r-•'-T9.t.?'"t -ar �..s Category r,Extenor Daors � Subcategory S va ingf Lg Exterior}Door Assembliesr,, Compliance Method Certification Mark or Usting 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 7/29/2415 Date Approved 06/06/2015 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 R9 C CAC NI005930.01.13DF 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 R9 iI FL0120 odf 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 R9 AE 50413.odf 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-FLO120-05 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 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance ContractExpiration 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 R9 II FL0121 odf 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 R9 AE 503B odf 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 R9 C CAC NI005930 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 R9 H FL0121 odf 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 R9 AE 5018 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-FL0121- 05 for additional Information. 4334.4 Fiberglass Slde-hinged Door Units- 8'-0"Opaque I/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 N1005930.02.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 FL4334 R9 II FL0121 odf 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 R9 AF 5018 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-FL0121- 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 R9 C CAC NI005930.0i.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 R9 II FL0120 odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 7/29/2015 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 R9 AE 50213.0f 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-FL0120- ' 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 R9 C CAC NI005930.01.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 FL4334 R9 II FL0120 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 R9 AE 5028 odf 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-FL0120- 05 for additional Information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or wjo 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 the FL4334 R9 II FL0123.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 R9 AE 5018 Ddf 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-FL0123- 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 NI005930.03.PDF t 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 FL4334 R9 II FL0122 Ddf �J 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 R9 AE 5028 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-FL0122- 05 for additional information. Back Next Contact Us::1940 North Mone Street Tallahassee FIL 77399 phone:850-487-1824 The State of Florida is an AA/BO employer.Coovriaht 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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 traditional mall.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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Deparbrent with an email address which an be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick bpm. Product Approval Accepts: - ® Kix .r11riLVIII'11,1 http://www.floridabuilding.oriz/nr/Pr_app tl. aspx?pararn=wGEVXQWtDqttSMGyvqTunP... 7/29/2015 NOTICE OF PRODUCT CERTIFICATION t�4�td Air .r � n r�� a��"ccRpd�ay Company: Masonite International Corporation Certification No.: NI005930.03 1955 Powis Road Certification Date: 02/17/2005 i ; Foa - �� • West Chicago,IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Qui,; psz Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Gh3zed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Ontswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 X O/S Glazed 3'0"x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 Single 9.0 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XX I/S Glazed 6'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XX O/S Glazed 6'0"x 6'8" +60/-00 6.0 psf/ Yes NCTL-210-3108-1 Double 9.0 psf* Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0122-05 XO/OX US Glazed Door 6'0"x 6'8" +60/-00 2.86 psf Door-Yes NCTL-210-3108-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 XO/OX O/S Glazed Door 6'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO US Glazed Door 9'0"x 6'8" +60/-00 2.86 psf Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXO O/S Glazed Door 9'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1 Single w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXXO US Glazed Doors 12'6"x 6'8" +60/-60 2.86 psf Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0122-05 OXXO O/S Glazed Doors 12'6"x 6'8" +60/60 6.0 psf/ Doors-Yes NCTL-210-3108-1 Double w/Sidelites Glazed Sidelites 9.0 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" *High Dam Threshold Anchor Detail-MA-FL0122-05 National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highwa a , A 23072 Tel: (804)684-5124 Fax: (804)684-5122 NANH AUTHORIZED SIGNATURE: Ln 749'.VAX. OVERALL FRAME WIDTH ¢ p / i:�o yz c-fe' 0 o .5" MAX 36.375" MAX. c3 QD 20 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT _ L p PANEL wMAX. 37.5" MAX, ¢ p 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH tY �EccO z �U GFNFRAI NOTES LT')U 1. EVALUATED FOR USE IN LOCATIONS ADHERING 10 THE FLORIDA BUILDING CODE AND WHERE PRESSURE X< 0 ^Ln REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM W Q DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. O 7 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. _ ^ 0 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF O A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 0 a 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 x AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. o 4. PLASTICS TESTING OF FIBERGLASS FACING: g o TEST DESCRIPTION DESIGNATION RESULT }<z SELF IGNITION TEMP ASTM D1929 752 T > 650 'F oo u m w RATE OF BURNING ASTM D635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH' I ASTM D638 3.2% DIFF W • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o aSDU FOURS XENON ARC METHOD t DOUBLE DOOR UNIT W/SIDELITES a a Ad&W ml to NAMI vHcn to LnN(A Cenlfr elim No: N� 5 9 30 V1 0 3 W 3:3: m V1 VIN NInN Renewedw. x v, Die Reriene 0z V7-1F a Z7_tnNy �L L, w3>0-z c�wW .d z: to:"1-N C7 N Z O�XO�Di O Ww w= w (� O 0 UJZOo w • e e e • • dO OOOO'w 1 I< N c ~ No' -4< SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIOELI7E WITH SIpELIIE 1-R- m<OZ WHERE 'NATER INFILTRATION PERFORMANCE IS Dote: 2/11/0.5 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING' SC E: N.T.S. ISHEET (/ DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 �t/y owG.13'r: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 - 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +60.0 -60.0 +60.0 -60.0 +19.0 4 -19.0 +40.0 -40.0 +50.0 -50.0 CHK.�' J ANCHORING LOCATIONS & DETAILS 0X0 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR DRAWNG NO.: OXXO 149 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 FLORIDA P.E. DWG-MA-FL0122-05 • High Dom Threshold Design //56533 SHEET ' of 3 l!7 Cl:• 00 ------- - -- O(.3 O 6" SEE DETAIL 3" .3" ..E- 3" Z J I I I I cc U �6" 6.—I — 6" 6..—I i I I f I —r 6" 6"—I ¢ �O 3..— I — 10 I 10 - I - h^ Q W v n Z Ln� Q.SEE DETAIL I c � " a a 0 o SEE DETAIL SEE DETAIL "C" K 0 N _ O — 6" v I gvUia J v,n 6" 3" 6. I I I I r I I I I - oe O f 3 I _ _ 3 3' 3' 6" I 6• o o: —1 3' 3„ 3" —1 a a i— 6 6 SEE DETAIL —t 3 3 3 3 3 3 m V) J --._ - N C7 F Q #8 x 2-1/2' wotAww O'J(>AO_Z C3 ® Ut,3i W dSSIA ASTRAGAL RETAINER BOLT HOLE a w X.5 v MUST BE DRILLED THROUGH (AV))a�a o #10 x 2" THE THRESHOLD & INTO THE W w w= w #8 x 2-1/2" STRUCTURE DEEP ENOUGH o z w=o o DETAIL "E" ASTRAGAL FOR A 1.375" THROW Q= Q`Q #10 x 5/8 ATTACH ASTRAGAL RETAINER BOLT #8 x 2-112" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL a 00 Il o,n o J1,0 x 5/8" AS SHOWN. �o o r, ❑ #10 x 3/4" "Z �o 0.124"ANNEALED rOECOflANVE INSERT (V y�'M,N #10 X 2' 0.090-SAFLE%IIIG J (OPTIONAL) DETAIL "C 0.124'ANNEALED O12� TEMP. DETAIL "D" TYP, w w o v m a o ALUMINUMSPACER BUM ''•r��. %6 x 1-1/2-PMS •:'A y A&eIMUD(o MAMI DATE: 217 1/05 I - ^:tel y.': SCALE: N.T.S. OCw 832 0.962"1 1.047" DO RWEQUAL a CHlil�fm.: ti - 6 ��'•• OF EQUAL �(yJ1',��$(.'1�� _`�' t.75' ` �•. fle+i9red Dwc.er: SWS 1.375' ER= �^ � XT RI R •' L�{TrB1S1� �B R911 CMN. Or: T T T TYPICAL GLAZING DETAIL OWG-c -F INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED CLASS DwG-AIA-FL01Z2-OS SHEET 2 O .3 o� cc) — U � - SEE DETAIL 6 6" J ..E.. SHT. 2 — 3, 3" — 3" ZO C _ I—3.. I I I II I I it I ¢ �O 6" 6' --I I — 6" 6"� I — I Lu Q U 0 o LuZ M N u- Yl^ W P p Q) U O n V1 (LCi SEE DETAIL a ¢ W ..D„ SHT. 2 J J 0 J a J a SEE DETAIL w _ _ o "C" SHT. 2 : 0 JA 0 N p O v, --- G H 5 <_c o 6" 6 3,. - -� 3"--I — I—3" 3„ 3" 6' 3" a c SEE DETAIL 6" 6" V)C4 ut Ln "F" SHT. 2 6"— — 0 E-n cn V)Ln UJ 0(A Q ZZ V✓t �c51 En ATTACHMENT DETAIL as�w W c>'a U J NI U =y 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE �a a o SIGNED AND SEALED BY ROBERTO LOMAS, PEc w g o c > 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o c z-D_c > (FLORIDA #62514) WITH THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED c, 'z�c w AT 5-1/2" CENTERLINE. FASTENER RATING FROM THE DIFFERENT FASTENERS <10<f`< BEING CONSIDERED FOR USE. JAMB, HEAD, AND om"iLm � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. 0000ow #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL N Q N^N Oa SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR N�I� r �N LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— 1.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMEN i MIN I —0 25' MIN ! _o.zs" w w c c1 m a Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM MINIMUM EMBEDMENT OF 1-1/4". I I— I �— AdkdamloNAMI DN 2/11/05 CL— :yy CL— •- SCALE: N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CenTCaiMND-- lu-rl 5930 ?: -J•* RaB) DWG.BY: SWS TRANSFER LOADS TO STRUCTURE. DateR c.. M 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DaAvnNc BD.: ANCHOR INSTALLATION ANCHOR INSTALLATION DwG-MA-FL0122-05 SHEET 3 OF 3