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Home My WebLink AboutProduct Approval ile- Vic BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff '.. BCIS Site Map Links Search (� 4Product Approvalrx ',. ] USER:Public User !I REL2018 Product Approval Menu>Product or Aool.cation Search>Application List>Application Detail MAFL# � FL22'363-R Application Type R ] ST. Lucie Code Version 2017 Application Status A r *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 6018 FILE COPY (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 C�Exterior Doors Subcategory winging 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 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/01/2017 Date Validated 12/04/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products FL# Model,Number or Name Description 22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL-22.363 P-1 C_CAC_N1013711717-R1,1?df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida EL22363 R2 li FL0187.odf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ, but not in the Wind FL22_363._R2_ai=514010A,_pdf Borne Debris Region. See DWG-MA-WL0187 for details. Hz22363._g2:.._AF;;___ 7,4U1,4A.:.pci..f Created by Independent Third Party: Yes 22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7236R2 ," CACIJiii.i 3 ,t„1.7_ R1..[tdt Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL_'23c 3_R2_Il FL0187sjdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 3'-0”x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ, but not in the Wind FL22363 R2 AE 514010A.Udf Borne Debris Region. See DWG-MA-WL0187 for details. FL22363 R2 AE 514014A.odf Created by Independent Third Party: Yes 22363.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F l 22 ,5 k1 '..__r fit. N10137 2.1I Ri pd..f Approved for use VHZ:Yes Quality Assurance Contract Expiration Date Impact Resi :Yes 05/31/2021 Design Pr. sure: +50/ �,n 0 Installation Instructions Other:Ev uated for use I ions adhering to the Florida FL2363_R2 II FL01Ft7.r�df Building Cod , High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ, but not in the Wind FL22363 R2 AE 514008A.odl' Borne Debris Region. See DWG-MA-WL0187 for details. FL22363 R2_AE 514012A.Ddf Created by Independent Third Party: Yes 22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R2 II FL0189.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL2231,53 R2 AE 514008A.Ddf Debris Region. See DWG-MA-WL0189 for details. 1:1._27 63 R2 ;Ssr 514012A,Ddf Created by Independent Third Party: Yes 22363.5 :::J!Fi�be�rglasse Hinged Oo �6;."�341-' te Glazed I/S or O/5 Single or Double Door w/or s Limits ofUse Certification Agency Certificate Approved for use in HVHZ:Yes FL223 :3 R2 C CAC NI01:3717.04 Rl.rxtf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL-22363 R2 II FL0193.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne 1-1-22363 R2 AE 514008A.odf Debris Region.See DWG-MA-WL0193 for details. F127,3.63-1-R2-AE_.._5.140_S_2A udf Created by Independent Third Party:Yes ................._.. f 111 MASONITE. -- � 149'MAX. OYERAIL FRAME WIDTH -- g Qo 21" MAX 36.375" MAX. � FIBERGLASS DOOR UNIT -D.L.O. 37.5" MAX. p 6'-&"DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL WIDTH W/ASTRAGAL � �FRAME WIDTH �j � �� _ i -- ~ d 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 3 o THE FLORIDA BUILDING CODE AND WHERE PRESSURE j ® ® ® C Q REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM � I 4.U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, T DOES NOT EXCEED THE DESIGN PRESSURES LISTED. I + Lr) U 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN RNE DEBRIS REGION, LLJ EXCLUDINGATHDTHE VELOCITY IN THE HURRICANE ZONES (HVHZ), O HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE W PANELS OR PANELS WITH IMPACT GLASS, BUT 1S REQUIRED = 0 ON PANELS WITH NON-IMPACT GLASS. M 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ( ' � n 5. PLASTICS TESTING: TEST DESCRIPTION .DESIGNATION FACING UTE FRAME i ;SELF IGNITION 1EMP1 ASTM D1929 752 'F > 650'F 842 'F > 650'F I RATE OF BURNING i ASTM D635 0.56 IN_MIN ! 1 28.IN/'MIN SMOKE DENSITY _ : ASTM_D2843 : 53.4% �'.�o�it W, I._ENSIL.. ASTM D638 i 3.2% DIFF 1.8x DIFF }2 TENSILE STRENGTH• d 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT o SELF_IGNITION TEMP ASTM D1929 779'F > 650'F RATE OF BURNING ASTM D635 0.0 IN MIN DOLIE►LE DOOR r W/SIDELITES SMOKE OENSIIY ASTM D2843 39.0% TENSILE STRENGTH- I ASTM 0638 3.6% DIFF ^_ �m • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 -.-_.__..... .. .........._. ......_. ....... ❑ ❑ 3 1313 ❑ ❑ 1313 ',, ❑ I ❑ ❑ -.... 131:1 13011 a 1 .00 000D E aa.► W as I 0 I S4NC,LE._QOQq_._.t�y ,D.OU�J,E DOOR UNI T SINGLE DOOR UNIT $)N016>_DOOR UNR _QO0R UNIT W/SIDFLITES DOUBLE DOOR UN[T,giSWZL(N5 r- WITH SIDELfiE WITH SIDELTE EWE-WATER INFILTRATION PERFORMANC I Adder wtoNAM DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE MAX WIDTH INSWING _ OUTSWING .m -INSWING Z+2&.-OZ�95.0 - Z SERIES 0'S T4 OSS HI H DAM 0 aCi INS A .O +40 0.0 -6 +�S.b �S.CertdradonNo.t�&4],d171? _ / .._....._. ! Z XX 4 + 0.0 r 500 +50.0 -5 N A + 0 ' -40. +50._. .,, + 0.0 SOA-_, N A 0 +40.0 r 40 0 +50.0/ - 0. +SQ.O 50.0 nae 426/}7 0X0 1 t + 0.0 -30.t5 +50.0 - .0 -._._.-__.N A +a0.0 -4 .6 1+ 0.0 - 0. +50.0XX0_..._._...___ +4 . -4O. + _a J - 6.0� '+ ge TABLE OF CONTENTS cwDwa BY: SWS SHEET # DESCRIPTION € op KURT BDA P.E. DWG-M-F 1 TYPICAL- ATIONS do-GENERAL - FLORIDA P.E. DWG -17 2 , ANCHORING LOCATIONS._& DETAILS 3 ANCHORING LOCATIONS k DETAILS x58533 sHwT t of-3 J Adb do to WM o L0 Rr>U�BNu.: cc . 0 O 6" SEE DETAIL _. 3" 6" Oa!a� Q(O 3• "E" 3• _._.._ Q C) —L 3' 3' 3• 13• q _t 77-1_1 1 � 3„ � 4� _ Lu j _ _ _ WW ~ nn Z a a Lo SEE DETAIL ( Ocj) ((j a N'D" I � � SEE DETAIL C. — A — w I SEE DETAIL o— w C x W a. 8 Oat 0 J[G �6• "1 r 3 m W r -- 6' 6" $ e — —111 � , 3• _ 3" "11 3. 6• a> a SEE DETAIL 1 s" #8 X 2" yy i 3u1 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" ° THE THRESHOLD & INTO THE ...... STRUCTURE DEEP ENOUGH a € #10 x 5/8" " FOR A 1.375" THROW a #8 x 2" #10 x 1" DETAIL E" ASTRAGAL a a #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL_ "F" ASTRAGAL w z #10 x 1" STRIKE PLATE TO FRAME a - j AS SHOWN. a #10 x 5/8" x DETAIL "C" aiu wrr sme"ena eD 000wwa low a.,2.•r T sT.D.G""eo � —occaneme" T f�C7 1' omo•srtcn(b+a-iwu,)_. (opow) onxn•s"w("v.,o-zm-,q......_.._.._ 'i} � (arnawl Y3..La..3�__��..Q, 0,2.'•uT srrtoa"Et+fa - --.o x1'la►, n,z. rff2u s,uHcocum--i- . .aze mw em 1- 0.962 j o 1.375" T'�-t nnw sse�' `:' �`�oa w oo".n ?� ww M T ld T INSWING THRESHOLD BUMPER O/S TKFEQ��%1�� ama "� " o } ,LI V L V 1YPI,PA� c fNG,p iA ,oT mT -^f—.mea'tav- T w was -+o--.o W. P. �2 IMPACT f�9LEI1_G 3TA ALL RMTE..iLhZING,_DP—A-i /e x,-,7r P s n x 1u oae 4126117 W^L- N.T.S. 1.437" 1.482" '� ,- 1.75"Lj;J1.047• .:c T -- r rr as nAwom w WMT/' 7r a e Mr.Ne SINS � T T eus nxu .BY: Z-SERIESO�S THRESHOLD FiGI H DAM__O/S THRESHOLD T4 Of5 THRESHOLQ TYPICAL GLAZING DE[A a ._.a�IHr: D all OM-MA-FL0167-17 NON-IMPACT GLASS NQtJ-f PA _,;jam$ SHM 2 a 3 Ln SEE DETAIL6' 6" � Do 'E' SHT. 2 3' 3. 3" Q 6. 6. E --• f0 O i.i i0 • M _ � � Q U YSEE DETA0. I a U a II r D' SHT. 2 — — '^ CA r SEE DETAIL .._ w _ _ w "C" SHT. 2 �'l II � N 'i W B p � � 6" E ip io r W Add¢nkxnt¢NAMI 3- 3• 3.6 _ - 8" 3, ! �. 3• J 0 SEE DETAIL 6'-•-� �-• 6' o� Ce Dd mar .. "F' SHT. 2 0. REro ewed By 6"— - a' Date t,rf:- _ HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH ANDii ATTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1 1, ANCHOR ANALYSIS FOR LOADING CONDITION ARED, AT 5-1/2" CENTERLINE. mm SIGNED AND SEALED BY ROBERTO LOMAS, PE -- 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.zs"TI-Tv' " (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN t. 0.25" - FASTENER RATING FROM THE DIFFERENT FASTENERS "' X 1'x112 CORRUGATED #1oX2' WOOD SCREW o M 3" OM EACH END 6" FROM EACH END BEING CONSIDERED FOR USE. JAMB, HEAD, AND1. 1,25• AND 7" OC AND 12' oc o z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL J'� �- ' MINI °•. ., #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. _0.25"AX } A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH a SM HIM TEX ACRYLIC f ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CIL I (_ utx WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY _azo DISTANCE MIN 1/2". ANCHOR INSTALLATION ' CAULK CL ^� 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY MBINATION WOOD COMBINATIDN WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ' CHOR INSTALLATION ULLION (BOXED) MULLION (BOXED) iMIN r `0.25" 3) �t10X2-t 2" (4)) 10X2-1 2" < 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM r (WobD SCREWS Wo D SCREWS = I ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT HIM EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL MINIMUM EMBEDMENT OF 1-1/4". ;;• • seas N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO •� SINS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK t ' 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION -F INTEGRAL WOOD INTEGRAL WW Swc-Ma-Fi.ole7-n MULLION (CNS) MULLION (CHS) 3 or 3