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HomeMy WebLinkAboutProduct Approval Door FL22513-R1 II 1 r - it-- /,:r1, 4":7 ii e ,+ r it KIS HomeµLog In j User Registration Hot Topics Submit Surcharge Stas&Fads Publications Contact Us SCIS Site Map Links , Search Florida _ `I Product Approval y?, i ere uric :Public User RZCejVF D Product Approval Menu>Product or Application Search>Application List>Application Detail OCT 1'6' F777-77-7-7-7-71 K,=4 rr'� "� ._, FL# FL22513-R2 perm,/t./ 018 n Application Type Revision SC 9 Ogp ril Code Version 2017 �UNe�'vun• t ent 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 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber • �_; sschreiber@masonite.com Technical Representative "V., Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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) Standard Year TAS 201 1994 TAS 202 1994 , TAS 203 1994 Equivalence of Product Standards Certified By • Product Approval Method Method L Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 1 NOTICE OF PRODUCT. CERTIFICATION ,p GERTIpit a� RcCA no Company: — Masonite International Corporation - Certification-No.:- NI013747.01-R1--- Q r4.. E�zT y �� �,� � ,,� 1955 Powis Road Certification Date: 06/08/2017 .Q ;, West Chicago, IL 60185 Expiration Date: 06/30/2021 4: .a'! 14.,.4.44,4 fl ` Revision Date: 04/13/2018 a �h yt ,�, Product: Wood-Edge Steel Full-Lite Glazed Inswing or Outswing Door w/Non-Impact Rated Sidelites ��E61.:N.,:"5 �' (Requires"HPC"Construction Slabs)(w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass(Tempered) 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.Namicertilication.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 Impact Drawing Number& Outswing Opaque Size . Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +50/-50 0.0 psf No NCTL-!l0-19469-6 Maximum Panel Size:3'0"x 6'8" Single Anchor Details-DWG-MA-FLO212-17 X 0/S Glazed 3'0"x 6'8" +50/-50 3.0 psf. No NCTL-110-19469-6/W-1857 Single 4.5 psf' MA cl or Details-DWG-MA-FLOimum Panel Size:3'0"x?12 '17 7.50 psf'" XX I/S Glazed 6'0"x 6'8" +50/-50 0 psf No NCTL-110-19469-6 Maximum Panel Size:3'0"x 6'8" Double Anchor Details-DWG-MA-FLO212-17 XX - 0/S Glazed 6'0"x 6'8" +50/-50 3.0 psfl No NCTL-!10-19469-6 Double 4.5 psf' Maximum Panel Size:3'0"x?'8" Anchor Details-DWG-MA-FLO-12-17 7.50 psf' XO/OX I/S Glazed 6'0"x 6'8" +50/-50 0 psf Door-No NCTL-1 10-19469-6 Sidelite-No Maximum Panel Size:3'0"x 6'8"!Sidelite:3'0"x 6'8" Single w/Sidelite Anchor Details-DWG-MA-FLO212-17 XO/OX 0/S Glazed 6'0"x 6'8" +50/-50 3.0 psfl Door-No NCTL-110-19469-6 Single w/Sidelite 4.5 psf' Sidelite-No Maximum chormPanel Size: Details-DWG-MA17 1 O"x 6'8" 7.50 psf' OXO 1/S Glazed 9'0"x 6'8" +50/-50 0 psf Door-No NCTL-1 10-19469-6 Sidelite-No Maximum Panel Size:3'0"x 6'8"!Sidelite:3'0"x 6'8" Single w/Sidelites AnchorDetails-DWG-MA-FLO212-17 OXO 0/S Glazed 9'0"x 6'8" +50/-50 3.0 psf' Door-No NCTL-110.19469-6 Single w/Sidelites - 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"!Sidelite:3'0"x 6'8" YAnchor Details-DWG-MA-FL0212-17 7.50 psf' OXXO 1/S Glazed 12'4"x 6'8" +50/-50 0 psf Door-No NCTL-110-19469-6 Sidelite-No Maximum Panel Size:3'0-x 6'8"/Sidelite:3'0"x 6'8" Double w/Sidelites AnchorDetails-DWG-MA-FLO212-17 OXXO 0/S Glazed 12'4"x 6'8" +50/-50 3.0 psf' Door-No NCTL-110-19469-6 4.5 psf Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" ' Double w/Sidelites p Anchor Details-DWG-MA-FLO212-17 7.50 psf' I-Denotes Bumper Outswing Threshold 2-Denotes 7 Series Outswing Threshold 3-11i-Dani Outswing Threshold 4-Pro T4 Threshold 5-IIP Outswing Threshold ti National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122de- N., NAMI AUTHORIZED SIGNATURE: Ifill MASONI 1 149'MAX. OVERALL FRAME WIDTH CO O 21" MAX 36.375" MAX. 37.5" MAX. .-.1 0 O Ln HPC WOOD-EDGE STEEL DOOR UNIT -D.L.O.- -PANEL WIDTH 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES3 . W/ASTRAGAL FRAME WIDTH J ¢ _p GENERAL NOTES 1 ¢ 0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO • WW THE FLORIDA BUILDING CODE AND WHERE PRESSURE Q 0 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. Z I DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o LL CJ 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), h Z HURRICANE PROTECTIVE SYSTEM (SHUrrERS) IS REQUIRED. oi O i__3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, • l y W HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. Q i x 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 = M o €• _ AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 3L443 5. PLASTICS TESTING: g.. TEST DESCRIPTION DESIGNATION LITE FRAME - SELF IGNRIQN TEMP ASTM D1929 842 'F > 650 T g 1" RATE OF BURNING ASTM D635 1.28 IN/MIN 8 g o ' SMOKE DENSITY ASTM D2843 70.2% .a La PIi S 2 TENSILE STRENGTH* ASTM D638 1.8% DIFFe „• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Y4500 HOURS XENON ARC METHOD 1 - f2if2i111 o: 6. DOOR SLABS MUST BE STAMPED "HPC" ON TOP RAIL. - +a DOUBLE DOOR UNIT W/SIDELITES o 0 0.a a - w r I 1 II . 0: s i • •- • • •• O.j W 1 Lb _. _ 2 f!) I �._. -_ 0 j0 0 SINGLE DOOR UNIT 'DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT JSIDELITES DOUBLE DOOR UNIT W/SIDELITE$ cc WITH SIDELITE WITH SIQELITE m w - - Jo- WHERE WATER INFILTRATION PERFORMANCE IS d- DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0/S Z-SERIES 0/S I HIGH DAM 0/S. T4 0 S HP 0/S X 37.5' +50.0 / -50.0 +50.0 / -50.0 N/A +20.0 -20.0 +30.0 / -30.0 +50.0 / -50.0 +50.0 -50.0 +50.0 -50.0 XX 74" +50.0 / -50.0 +50.0 -50.0 N/A +20.0 -20.0 +30.0 -30.0 +50.0 / -50.0 N A N A ¢z OX or XO 75" +50.0 / -50.0 +50.0 -50.0 Nr +20.0 -20.0 +30.0 > -30.0 +50.0 / -50.0 I N/A N/A -50.0 N A +20.0 OXXO 11495 +50.0 7 -50.0 +50.0 / -50.0 I N/A +20.0 / -20.0 +30.0 / -30.0 +50.0-20.0 +30.0 -30.0 +50.0 // -50.0 N-50.0 /A N/A DATE, 5/26/17 et i give SCALE: N.T.S. TABLE OF CONTENTS /z0 0 SWS� SHEET #I DESCRIPTION C9t tatete:. NS0171Addendurn g7 CHK.BY: 1 PICAL ELEVATIONS & GENERAL NOTES R6a3Nedey KURT BALTHAZOR oravnHc No, 2 ANCHORING LOCATIONS & DETAILS QS NWEt e3s lfllllE FLORIDA P.E. DWG-MA-FL0212-17 3 ANCHORING LOCATIONS & DETAILS #56533 SHEET I OF 3 Qa c 6"— — SEE DETAIL — —6" V 0 co _ _ -E" -3" ff I Hi 1 _ _i__ _L_ iz• r 3" 7 1 1_6" 6"—I 6" 'I ..... 6" 3' W I� a aQ SEE DETAIL a n [n i Q. rn N"D• � ibilil SCE DETAIL i w w el SEE DETAIL o O B w "C" • _ CoO Q O `J - a Otri O © ", © 11 z B" 3" i I NA 2 N g tip - I--s" s E— I. " I In W go r; 3""'1 - - — —3' 4 3" d i__3- — I3. J o a� ' I t' SEE DETAIL —6" / #8 x 2" 'm ASTRAGAL RETAINER BOLT HOLE �' •1k � MUST BE DRILLED THROUGH rn #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE 9 Il STRUCTURE DEEP ENOUGH #8 x 2" #10 x 5/8" Aophik FORA 1.375" THROW W i 10 x 1" 11111111, DETAIL "! " ASTRAGAL F z MIN I �� # DETAIL "F" ASTRAGAL. (if #10 x 2-1/2' ��� �_ ATTACH ASTRAGAL RETAINER BOLTo• 11 U #10 X 1" STRIKE PLATE TO FRAME • W #10 x 5/8" AS SHOWN. Q DETAIL "C" DETAIL "0" m 1...,.-, 0.962" I Ih HELAASTOT OMER �� 1.375" '+ 1���:1 1 1.437"' � \`.—-:.,,,:i.........--#6 x 1-1/2^PHS T;%,ice,,,,,,,,,,: T y ' T •� INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 0/S THRESHOLD HOT MELT ""Al1/2'BITE MdendumtD RAIIII a Z ELASTOMER :..-1. N m',:. 1 •i;4.:4v Cemtw�fdLNo:. t . - DATE 5/25/77 -�f1�{'> \ 1 los �eaEstQs Radsaeas(. ��: SCALE: N.T.S. 1.482" i11/1��-�•� 7.75' `1.047" 1.43Y Mme' AY k 1 1 rJffflri•� TYPICAL GLAZING DETAIL DWG.BY: SWS T T T NON—IMPACT GLASS • D""D'` DPAWIND ND.: Z—SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD DWG-MA-VW212-17 SHEET 2 OF 3 • SEE DETAIL _3" 6"- - -6" Co0 "E" SHT. 2 ` 3'-I F I - 3. O . 3" 6"- ` 3" k 3I -� Q(O -1 f- --17- — I � � (fil � � II� 1 -' oEr-. 6„ 6' I -JJ 6" 6" I I I PL.o I. 1 1 o Mn I v - i�, c • U W s IX SEE DETAIL I( U J "D" SHT. 2k, - ii - t �Ji tT, + SEE DETAIL a �i'il, I C §"C" SHT. 2 Aa" 1 - ._ e7 2 0— N .I1 1 I , a G I 6 - 'I-6• I II I z �'"6 l ► I, 1 "- }I I " �� 1 +� • 1 I._ i I 11 I I I 11 I I 1# N aq 3" 3" 3.432_-__ 6_ - 6' }{ 3" 3" v SEE DETAIL 6"- - - I-6" o a' "F" SHT. 2- 6"- 0 e cc HARDWARE SCHEDULE a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH IND v3�m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE NSTALLED -` -" AT 5-1/2" CENTERLINE. o ATTACHMENT DETAIL 1.25" I2. 4" X 4" FULL MORTISE BUTT HINGES. o _ MIN I ��0.25" x 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAX 1"x1/2' CORRUGATED N SIGNED AND SEALED BY ROBERTO LOMAS, PE WWII. SHIM 3" FROM EACH END 6- FROM END rn (FLORIDA #62514) WITH THE LOWEST (LEAST) � I_ !"il. AND 7" oc AND iz' OD o FASTENER RATING FROM THE DIFFERENT FASTENERS CL I 1 w BEING CONSIDERED FOR USE. JAMB, HEAD, AND ;AccRUY C 0 � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYUc SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION AULK- CL �F LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". • <,o WOOD SCREW=EDGE- DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD .r 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.M50" �. MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT N 1 '+� _0.25" )) g / MAX (3W 6,0x2-,/2" 1 Q o OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE �_ SHIM 0 D SCREWWSS 1 lZ MINIMUM EMBEDMENT OF 1-1/4". T j5' EACH END CL_I I- 11,0 !^" DATE: .5126/17_ yl 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO I;j,,,j SCALE: N.T.S. TRANSFER LOADS TO STRUCTURE. - DataRariewea: TiVist_ CMG.Er: SWS_ 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK lar® ®ITI 0HB.85'` ANCHOR INSTALLATION MANG NO.: INTEGRAL WOOD DWG—MA—F=12-17 MULLION (CHS) SHEET 3 or 3