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Home My WebLink AboutProduct Approval i RINI =�.",i.,;`,_r.rr^•: _ SCIS Home Log In User Registration Hot topics Submit Surcharge Stats&Facts Publication FBC Staff SCIS Site Map Links Search BUSIS'(\-' a.. Professional ` U:i" oval Regulation Pa'YiYiiIY Product Approval Menu T Product or 4Q2!jgahgn Search>Application List>Appllcetlorf Detail _y :' F .e,..� w • Fl# L8228-RS •.'_fir:: Y..<e3' KF Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,Il 601 (615)441-4258 sschreiber@masonite. Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative } Address/Phone/Emali 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) StandarA Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By J I affirm that there are no chaq§.es in th w Plod Building Code which affect my p d . )ar�by prduct(s) are in compliance with the new Flota IildoCode.y,, Documentation from approved Evaluation or Validation Entity Yes No NIA O C, Product Approval Method Method 1 Option A http://floridabuilding.org/pr/pr app_dil-aspx?param=wGEVXQwtDquftCwaMPtp3TglBv... 7/21/2014 Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 (Summary of Products FL# IModel,Number or Name Description 8228.1 Fiberglass Side-Hinged Door Unit 6-8"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R5 C CAC NI006900.0i.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure: +85.0/-85.0 Installation Instructions �\ Other: Evaluated for use in locations adhering to the FL8228 R5 II FL0160Dx.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management r� 3 Hurricane Zone, and where pressure requirements as Institute, v pry` determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not FL8228 R5 AE 504A.pdf required in the Wind Bone Debris Region.See DWG-MA- Created by Independent Third Party: Yes FLO160-07 for additional Information. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R5 C CAC NIo06900 02 Ddf Approved for use outside HVH;L:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R5 I1 FL0161Dx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0" max nominal size. Evaluation Reports I Hurricane protective system required in HVHZ, but not FL8228 R5 AE 503A.pdf required in the Wind Bone Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO161-07 for additional Information. 8228.3 Fiberglass Side-Hinged Door Unit 6-8"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R5 C CAC NI006900 0i.pdf Approved for use outside HVH;L:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R5 II FL0160Dx.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not FL8228 R5 AE 502A pdf required In the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R5 C CAC NI006900.0l.pdf Approved for use outside HVH;E:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R5 II FL0160Dx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone, and where pressure requirements as lInstitute, determined by ASCE 7, does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. lEvaluation Reports Hurricane protective system required in HVHZ, but not FL8228 R5 AE 502A pdf required in the Wind Bone Debris Region. See DWG-MA- Created by Independent Third Party: Yes FLO160-07 for additional information. 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDouftcwaMPtp3TgI Bv... 1/22/2014 NOTICE OF .P.RO.DUCT CE.RT;FICATION ?" Company: Masonite International Corporation Certification No.: NI006900.01 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/201.4 Revision Date: 09/27/2011 Y v Y Product: Fiberglass Opaque Inswing or Outswing Door t and w/o Non-Impact Rated Sidelites (w/Wood cs Frame unless noted) Specifications Tested To: TAS 202-94/ASTM..:330/ASTM E1.886/E1996 1. ' Impact Rating:Wind Zone 4-Missile Level D The"Notice of Product Certification" is only ,*-alid 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 %vw.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards.Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test I Impact Drawing Number& Outswing Opaque Size Pressure Pressure I Rated Comments X us I Opaque 3'0"16'8" +$5/_b1 i 2.86 psf I Yes NC-rL-210-33;s-1 I *aaximum Panel Size:3V'x 6'8- Single1 i ( AnchorDcta;l-NIA.[!.0160-07 10.5 psf Yes Ncrt�to 33;K-uC:u_:�-W I X O/S Opaque 3'0" 6'8" =85/-85 ; p I viaxtmum Panel Size:3,(I-x 6'8" SIrlale AnchorDctail-,NIA-11.016(1-07 _ tl ) \('I'1.-?10-31171-I^I(1-.i lS-IA.iTL:1-?1�W-' l XX .S Opaque 6V x 6'8" +50.5 -50..,ti _.86 psf Yes - I i Maximum Panel Size:3'0-'x 6'8",Sidelites 3'0` Double 1 I I Anchor Drta;l-?.1A-F1 0160-07 l 6'0" x 6'8" +551-50.5 1 6.00 psf Yes Nc"rt:zlo- lu; ]/2io-3314-I:�.i'rt:�-77zu-2 XX O/S Opaque Double 8.25 psf* ! i<[aximwn Panel Size:3'0"x 6`8'isidclite:"V.-i 6'8" Anchor Detail-MA-171.0160.07 ;YU..'OX liS Opaque Door ! 6'0":x 6'8" +50.5;-50.5 2.86 psf Door-Yes tiCTI.-210- u)�-tr2t0.3314-tA.4T1.A-77zu--2 Single w/Sidelite Glazed Sidelite Sidelite-No l 1lax;mum Pana Size:3 O' x 6's"/S;detitc;3'0"c 618" [ Anchor Mtail-MA-171.0160-07 XOM Oi5 Opaque Door 670"x 6.8'- +551-50.5 i 6.00 psf Door-Yes + NC-rL-210-310;-1210-3314-IA.CTI.A-772W-2 - Singlew/Sidelites Glazed Sidelite i 8.25 psf* Sidelite-No MaximumPanelt%�:3'0' \6'8 /siJrinr:3'o \6's Anchor Detail-MA-FL0160-07 OXO i/S Opaque Door 1 9'0" x 6'8" +50.5/-50.5 i 2.86 psf i Door-Yesr-ri:=zlo-310;-IrZlt)-33►4-IA.cTLA-r?tiv-z I Nlaximum Panel Size:3'0"x 6'8"Sidelite:3'0:'x 6W- Single.'/Sidelites Glazed Sidelites I Sidelites-No i Anchor Detail-M:1-('L016U-0? -- 1"' hC:TI_-210-3101:(17!03314-IiCCI'Lt1-i72w"-2 OXO OrS Opaque Door 1 9`0''x 6'8' 55 -50.5 6.00 psf l Door-Yes Single w;Sidelites Glazed Sidelites 8.25.psf� Sidelites-No i Maximum Panel Size:3'0"x 6'8"lS;debt 7 3'0"x i;'>; Anchor Detail-MA-FLU 160-0. OXXO US I Opaque Doors 1274-x 6`8" 50.5/-M.5 2.86 psf ! Doors-Yes i Maxit+C'i't_21J-:1U;-1210-:,:ill-[A.CTLr1-a':3�1` I I mum Panel Size:3'0•'x 6'8'7Sidelite:3'0"x 6'4" Double w;Sidelites Glazed Sidelites I Sidelites-No Anchor Detail•,vtA-11.0160-U7 i OXXOO/S Opaque Doors 12-4"x 6'$" +551-50.5 6.00 psf Doors-Yes N4 L-210-310>-1/210-.1314-IA,.CTI..A-7 2w-2 Double w'Sidelites Glazed Sidelites I 8 75 Psf Sidelites-No Maximum Panel Size:3'0"x 6'8':'Sidelite:3'0'"x 6'R' I Anchor Detail-NIIA-FL0160-07 � 14Denotes High Dam Threshold Design National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Aayes, A 23672 Tel: (804)684-5124/Fat: (804) 684-5122 ! , NAMI AC THORIZED SIGNATURE: �G - 149'MAX. OVERALL FRAME WIDTH C - CYJQ�2C C O O 21 MAX 36.375" MAX. U O SIDE-HINGED FIBERGLASS DOOR UNIT -� Q -D.L.O.- 37.5" MAX. ¢ O PANEL WIDTH- 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES VJ�ASTRAGAL I FRAME WIDTH o C GENERAL NOTES 3 Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® Il l THE FLORIDA BUILDING CODE AND WHERE PRESSURE I O Q REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z C U rl DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. W Ln 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 0)r- 3. WHEN INSIALLED IN THE WIND-BORNE DEBRIS REGION, 4p ^ Q T-b i EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), O U HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED m ON PANELS WITH NON-IMPACT GLASS. w W 4. POLYURETHANE CARE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, w POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER AS1M E84. c'w 5. PLASTICS TESTING OF FIBERGLASS FACING: a oO ?W TEST DESCRIPTION DESIGNATION RESULT I a o >a z SELF IGNmON TEMP ASTM D1929 752 'F > 650 -F RATE OF BURNING ASTM 0635 0.56 IN MIN o'� SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH- ASTM D638 1 3.27. DIFF 4r U" o 6. PLASTICS TESTING OF LITE FRAME MATERIAL: o'L TEST DESCRIPTION DESIGNATION RESULT SELF I(=NITION TEMP ASTM 0192 'F > 650 'F DOUBLE DOOR UNIT W/SIDELITES a a RATE OF PL1R^:INC ASTM 6061929 635 t16777 IN/MI1SMOKEASTM D2843 I "OIL,V)ml TEN411.E STRENGTH• I ASTM 6638 1 -7.50% DIFF N_(00 GQOp-rL/_ • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Z) i�V) 4500 HOURS XENON ARC METHOD 7 Dele flEVi2Ner): q/ I O 'O Z 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13 I �U IL of a WIs 1313 130 1313 1 13131313 , � � ® 0 0 �-� U CL In of J wIQIn of url DID ' Do 00 � U Inn rl � a, SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE ODOR UNIT SINGLE DOOR UNIT W/SIDELIT'ES DOUBLE DOOR UNIT WISIDELITES WITH SIDELITE WITH SIDELITE WHERE WATER INFILTRATION PERFORMANCEI TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURES DATE, 1/5/07 CONFIG _ MAX WIDTH INSWING OUTSWING INSWING OUTSWING A.5 SCALE: N.T.S. SHEET N DESCRIPTION X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +70.0 -70.0 SWS 1 TYPICAL ELEVATIONS & GENERAL. NOTES XX 74 +50.5 -50.5 +55.0 -50.5 +iS.O -19.0 +40.0 -40.0 °wc.er: 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 CHK.er: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5_ +50.5 -50.5_ +55.0 -50.5 +19,0 -19.0 +40.0 -40.0 KURT BALTHAZOR °�°1°'Id I0OXXO 149 +50.9 -50.5 +55.0 -50.5 4.19.0 -79.0 +40.0 -400 FLORIDA P.E. DWG-MA-16160-07 High Dam Threshold Design //56533 SHEET 7 or 3 L0 0- 00 0 0 6" SEE DETAIL 3. 6' .�- 3.. I_ 3„ I 3..E 3 z O— rz I Lu __—III Z Q Ln n^ o Lo Naai SDEE DETAIL I co W J J C a < SEE DETAIL o o SEE DETAIL ..0„ 0 I = 9 0 � 6 6 f { { '� m`�a u�i z•3f 3••--� - - _3" _ 3,. - I 3" � - of VI¢ 3„ 3 I 3„ I— 6..—I I I—6.. 0 i a 6 SEE DETAIL I—6 �eRdl[ekNFhtl i''•lti ML ' CffWalimND Niro(.9oc1-/Li ' Reviewed By. .,. I j-.iy jr �//8 x 2- 1/2" 6at^Rwiexeo: °/ _ , 1 Iii ' j ' i ILS --,-ASTRAGAL RETAINER RETAINER SOLT HOLE Ig'�Go IN I MUST BE DRILLED THROUGH �� a N of In_ //10 x 2" THE THRESHOLD & INTO THE =w<l i' //8 x 2-1/2" STRUCTURE DEEB 'ENOUGH Li L z o Iw DETAIL "E" ASTRAGAL '-- //?0 x 5/8" — FOR A 1.375" THROW o�=� #8 x 2-1/2" ',7 JIO x 3/G" ATTACH ASTRAGAL RETAINER BOLT j 4 STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL 10 x 5/8" AS SHOWN. ❑ //10 x 3/4" �NNOI-: • 0.724-hVN+- 21' DECORATIVE INSERT �'JI #70 x 2" (OPTIONAL) DOW B32 FRAME / DOOR o.oec sAPLEx I 0.124„ANN2a'TE4P. i DETAIL "D" / de x 1-1/2'PHS DETAIL"C" TYPICAL DATE: i .5 0i DOW 832DOw B32 / /sraL0.962"{ Oow 8721.375_' 1.75" 1.047" owc.er:{ { QXR Ex�gR10R IN I R CNN.BY: — TYPICAL GLAZING DETAIL TYPICAL. GLAZIPYG DETAIL DRAAlNC NC.: INSWIN THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD owc-MA—F_D7(.J-.c:t IMPACT RATED GLASS NON-IMPACT GLASS _—. ,-E 2 of_ \S SEE DETAIL6 6"— — " a � ..E" SHT. 2 — 3 3.. I L y• pE I 6 I—6" 6, 6" CL—III I I I ' Q O a ? 2 a SEE DETAIL a Lo U :n ..D.. SHT. 2 I — — rn Z Ln < SEE DETAIL w o ..C.. SHH 2 T. 2 A w — — w w H 0 N ��_ C A n A > D N `J 8 6" 6" fl1 F f I II If II i ! i s$ m �otq 3' 3" 3..6' 6" 3.. o8 a v I SEE DETAIL 6"— �—G" �dE:e o 1 I "F" SHT. 2 6" W • a� al "LTkCHMENT DETAIL_ nmNcn ' ANCHOR ANALYS:3 FOR LOADING CONDITIONS PREPARED, v3�mn SIGNED AND SEALED By LUIS R. LOMAS, PE =cn (,FLORIDA #62514) WITH THE LOWEST (LEAST) o 5 zo FASTENER RATING FROM THE DIFFERENT FASTENERS Iq Q BEING CONSIDERED FOR USE. JAMB, HEAD, AND w3c THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �tw0. I #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SaNal zl SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ul o LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE ui L w 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a2I=a I� FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. ^9 0 oo� CORRUGATED FASTENERS LOCATED 3'" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. � r`"Nmo AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD m _a SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 7.50" 1.25" oH-IN `ol ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT "�1N _ _0.25" NON I _0.25' OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM AdtlardmiowI DATE: 7/5/07 MINIMUM EMBEDMENT OF 1-1/4". CL—I I— „.. Cl—I I— CewmfitlNo.:_ IJico&9oo_; ; SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �=' R6NB"�BY. �!' owc.BY. SWS Dale L3evLwe� a�>!�. TRANSFER LOADS TO STRUCTURE. ces.or: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DaA.NG no.: TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-R0760-07 ANCHOR INSTALLATION ANCHOR INSTALLATION sHEEr:Z OF 3 1