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Home My WebLink AboutNOTICE OF PRODUCT CERTIFICATIONNOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013747.03-R1 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/1021 Revision Date: 04/13/2018 Product: Wood -Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non -Impact Rated Sidelites (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 NANII 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 NANiI's Certified Product Listing at w•ww.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number & Outswing Opaque Size Pressure Pressure Comments X US Glazed 3'0" x 6'8" +501-50 0 psf NC7L-110-19469-1 Single 3/4-Lite Max Maximum Panel Size: 3'0" x 6'8" Anchor Details -DWG ,MA-FL0214-17 X O/S Glazed 3'0" x 6'8" +501-50 3.0 psf NCTL-I 10-19469-1/W-1857 Single 3/4-Lite Max 4.5 psf Maximum Panel Size. 3'0" x 6'8" 7.50psf'-'- ` Anchor Details -DWG MA-FL0214-17 X 1/S Glazed 3'0" x 6'8" +501-50 0 PO NCIL-210-3461-I/W-1857 Single Ventlite Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-07 X O/S Glazed 3'0" x 6'8" +501-50 0 psf NCiL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-07 XX IIS Glazed 6'0" x 6'8" +501-50 0 psf NCTL-I10-19469-1 Double 3/4-Lite Max Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O/S Glazed 6'0" x 6'8" +501-50 3.0 psf' NCiL-110-19469-1 Double 3/4-tile Max 4.5 psf" Maximum Panel Size: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0214-17 XO/OX US Glazed 6'0"x 6'8" +50/-50 0Psf NCTL-110-19469-I Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-171-0214-17 XO/OX O/S Glazed 6'0" x 6'8" +501-50 3.0 psf' NCTLA 10-19469-1 Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50 psf Anchor Details -DWG :MA-FL0214-17 OXO I/S Glazed 9'0" x 6'8" +501-50 0 psf NCTLA 10-19469-1 Single w/Sidelites 3!4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXO O/S Glazed 9'0" x 6'8" +501-50 3.0 psf' NCiL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8"./Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details -DWG .MA-FL0214A7 OXXO US Glazed 12'4" x 6'8" +501-50 0 psf NClrL- 110- 19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8'* Full-Lite Max S/L Anchor Dctpils-DW43-MA-171-0214-17 OXXO O/S Glazed 12'4"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf Maximum Panel Size: VW x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/I. 7.50 psf' Anchor.DetaiL+-DWG-,MA-FL0214-17 I -Denotes Bumper Outswmg rest old—' ---Dpnntes.7.Series Ouiswin� Threshold 3-Ili-Dam Oulswing Threshold 4-Pro Ta Threshold 5-HP Outswing Threshold National Accre 1 ti'on-&=144anagementl_�e, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (80 1 a�- Z41Fax-:48041-68-4-5122 r� NAMI AUTHORIZED SIGNATURE: MON n� MASONITE. 3/4-LITE WOOD -EDGE STEEL DOOR UNIT 6'-8' DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL .NOT 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED_ r 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. }. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING: Tr_ nrcro�onnu ncoruennu me rnaur SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN MIN SMOKE DENSITY ASTM D2843. 70.2% TENSILE STRENGTH- ASTM D638 1 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 i 149' AM. OVERAU FRAME WIDTH 21' MAX 36.375' MAX. 21' MAX 37.5- MAX. -D.L.O. PANEL WIDTH D.L.O. FRAME WIDTH W/ASTRAGAL h 1 g 0 Io DESIGN PRESSURE RATING WHERE WATER INFlLTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER O S -S I 0 S I AM .0 S T4 0 S HP 0 S. X 37. + 0. - 0.0 + .0 - 0.0 N A t20.0 -2 .0 +30.0 - 0. + + .0 + .0 .0 XX 74 5 -200 . +30.0 - 0:0. N AA orXO 75 + 0 - 0. +50 t20.0 -20.0 +30.0. -30.0 0 IN 112.5 +0OXO 0 -50. + .0 +30.0 -30.0 + .0 A NNN A 1 149 +50.0 -50.0 S50.0 t20.0 +0.0-0.0+0.0-.0 NOXXO N A -VENT i 3T5 +50.0 -50.0 ? +50:0 -50.0 N A N A N fa N A N A N A DESCRIPTION Mddd�mnNAM CL: DDoo 0 000 Q O�� cn O Z I Lno N 0 Ib ^ V) ems+ a r�g mom tsW � o 0 Cc al f Y � KURT BALTHAZOR FLORIDA P.E. #56533 age 526 17 � N.T.S. owc. BY. SINS OLEr. Dpjwc wo. D__FL0214-1 al¢t 1 of J t �6"! SEE DETAIL 3 f— 6' L 3 IJ � 3 � E 3• �.. E• E 3� c 11 3 J c I I 3 t SEE DETAIL .L.. I I I I 16' 3-'ll—I 'n a JJ 4 W B — OB 6' _ cr I I 6' I r 6" 3' 6' � 6' SEE DETAIL #8 x 2" #10 x 5/8" #10 x 5/8" �8x2" #10x 1" #10 x 2-1/2" #10 x 1" #10 x 5/8" DETAIL "C" DETAIL "D" a SEE W W O m a C 1 I 3.1 3'6. f{8 x 2 " DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. :i?ARE �r n i 2��Zgl • • �• • W- e a • .- • HOT YFLT 'o EE DETAIL C. 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 66 FOR A 1.375" THROW DETAIL "F" ASTRAGAL /6 R 1-1/2' PHS HOT mMT �.., • 1/2' 9TE ELASTOWOk Exrmog IErHO3 TYPICAL GLAZING DETAIL NON —IMPACT GLASS A�dldl[A CD 9 i o N.T.S. er SINS •r: NO NO- •YA-RO214 2 of 3 SEE DETAIL "C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 6.6• 3 I I 1, 3 1 C 1 +1 �-31 0 W 0 as SEE DETAIL } 'D" SHT. 2 J 7 W It f c}-41 0: iff 0 �, 2 m 1,25' MIN o •. t. _ — 5' SHIM CL pi TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �i�4NSF - -OADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTfT---OF�ANCHORS_155 LBS. 1 I I I I I I 6" 6' 11 I I, I i0 W Q a 0 W W 8 I II G H II II B II I' K 0 HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1'kl/2' CORRUGATED d10X2' WOOD SCREW 3' FROM EACH END 6' FROM EACH END AND 7"'OC AND 12' OC I AC CAULK AALA I CAULK CL • • • s. _ COMBINATION WOOD COMBINATION WOOD 1.50' MULLION (BOXED) MULLION (BOXED) MIN ` 5' SHIM CIL TYPICAL WOOD BUCK ANCHOR INSTALLATION a: 0 U po 2 �` Q �O OZ O Q uo U Z Lo M1 Q glOX2-1/2" l 0 D SCREWS EACH END I� AdA+dabNAN p O M' • • COMM, INTEGRAL WOOD MULLION (CHS) sriM wiE 5 26 .17 N_T.S. m r- ar SWS aec. BY: derma NO -- 01y0_A&_FL0$14. _ 3 or 3