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HomeMy WebLinkAboutNotice of Product CertificationU(ct (iGC`S{3.lio NOTICE OF PRODUCT CERTIFICATION oirn } R���Com Company: Masonite International Cor orati -R1f.1955 Powis Road ertification Date: 06/08/2017 West Chicago, IL 60185 JAN 2 12020 xpiration Date: 06/30/2021 evision Date: 04/13/20.18 de CPer ou , 1ng Product: Wood arxtatt ::r' ' p (w/Wood Frame unless noted) �30? QL'5 J i�t t1� z . Specification: TAS 201/202/203-94 ��`� ' �`t= P Impact: Large Missile Impact Rated Non -Impact 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.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards institute fANS111 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 Opaque 3'0" x 6'8" +7000 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 X O/S Opaque 3'0" x 6'8" +70/-70 3.0 psF Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50 pSf3,4.5 AnchorDetails-DWG-MA-FL0211-17 XX I/S Opaque 6'0" x 6'8" +551-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0" x 6'8" +551-55 3.0 psF Yes NCTL-210-2930-1 Double 4.5 psf' Maximum 7.50 psf' Anchor Detailsa Details-MA-FL0211-17 XO/OX I/S Opaque Door 6'0" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0" x 6'8" +551-55 3.0 psF Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' AnchorDetails-DWG-MA-FL0211-17 OXO I/S Opaque Door 910" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 9'0" x 6'8" +551-55 3.0 psF Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Doable w/Sidelites Glaze&Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4" x 6'8" +551-55 3.0 psF Door -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 Bumper Outswmg Threshold 2 -Denotes 7 Series Outswing Threshold 3-11i-Dam Outswing Threshold 4-Pro T4 Threshold 5-11P Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial IlighwayMayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Y 1111 MASONITC. WOOD -EDGE STEEL DOOR UNIT W-8" DOUBLE DOOR WITH / WITHOUT SIDEUTES MERA� L NOTE 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. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES• 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH HURRICANE PROTECTIVE VELOCITY YSTEM HURRICANE NOT REQUIRED (ON ZO OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TCCT nrcfoIDTn SELF IGNITION TEMR ASTM D1929 842 'F > 6,90 'F RATE OF BURNING ASTM D635 1.28 IN/MIN SMOKE DENSITY AS1M D2843 70.2% TENSILE STRENGTH- ASTM D638 1.8% DIFF - wmrr 'IvL ILNWLE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 IL �I Cal 41 IN I L ICI LI :!I1 �� III �I .III I11 �i 11 III �1! Ili ill ►'ll II III III TABLE OF CONTENTS HEET /! nrenoior .. 149' AM. OVERALL FRAME WIDTH 21 MAX 36.375 MAX, D.L.O. —PANEL WIDTH 37.5" MAX. W/ASTRAGAL I FRAME WIDTH —' �n all zd Ad ud�w' MILE DOOR UNIT W SID IITFS SINGLE DOOR UNIT W/SjpFf.ITES I/± LD7 N-T S. i' _: SWSY:KURT BALTHAZOR G NO.:FLORIDA P.E. MA_FL0211- #56533 1 OF 3 v SEE DETAIL "C" SHT. 2 10 O U n`t SEE DETAIL r "D" SHT. 2 J cy O' ul �— ip I n ui 6" 3" 1 If I I 6„ 6„ II fj I I I O I I I It g tl 1 f 3" A3"g _ 6" 3�. NARIIWARF' c r'WFT1111 E ATTACHMENT DETAIL 1.25 IN 75 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, — Max" SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM (FLORIDA #62514) WITH THE LOWEST (LEAST) CL _,� 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 TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MN" 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 TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 'LBS. c 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. 0..25" SHIM CL —I may: TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X1/2" CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC ALATEXC CAULK ACRYLIC LATEX CAULK CL -i COMBINATION WOOD COMBINATION WOOD MULLION (BOX)��//ED) MULLION (BOXED) (3W0 D CREWS" EACH END Adden&mtoNq�fi 'j Do yl ®J INTEGRAL WOOD MULLION (CHS) N.T.S. BY: SIMS BY: NG NO.: -MA-FL0211-17 -3 OF 3 6";. L SEE DETAIL �� 3" --{ � 6" -I 3" SEE DETAI "C" 3" "F" #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" #10 x 1" #10 x 2-1/2" #10 x 1" #10 x 5/8" DETAIL "C" DETAIL "D' w a SEE w w 0 a 9" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 1 1.375" 0.9621 1.437" T T� T INSWING THRESHOLD BUMPER O/S THRESHOLD T4 0./S THRESHOLD 1 1 1 1.482" 1.75" 11 A47" 1.437" T T T Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD HE O/S THRESHOLD 1H N d" 10 ui G 6" ;EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL T" ASTRAGAL HOT MELT EL STOMER #6 X 1-1/2' PHS HDT MELT 1/2' SITE ELASTOMER 0=10 Halos TYPICAL GLAZING DETAIL NON -IMPACT GLASS Adde1'dumtoNAhp ' DEtBRer a 00 0 U p� 0 J O a[:` cc Lu n _TU CL -L 1.2LoU 66; �- Lu DWG. BY: SWS CHK. 6Y: ORAWMD NO.: DWG—MA—FLO21 1 —1 sHEEr 2 OF 3 L. Roberto Lomas P. E. 1432 Woodford Rd. ` Lewisville, NC 27023 434-688-0609 rllomas(-)Irlomaspe.com Manufacturer: Masonite Report #: 514010 Date: 05/01/2017 Test Report: N/A Product: Single door Tx 6'8" (Wood Frame) scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and It applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t,= 1,000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F,,,, = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I,,, qm = 636.5 Ibs/in P = 725.61 Ibs KD = 2.400 Z'= 302lbs Mode I, qs = 884 Ibs/in P = 884 Ibs Ko = 2.400 Z,= 368lbs Min Design value: Z= 110 Ibs Duration Factor: C = 16 Mode II A: 0.0007 B: 1.07 C:-427.67 P = 331 Ibs Ko = 2.400 Z= 138 Ibs Mode IIIm A: 0.00096 8: 0.57 C:-253.62 Ms= 46.8 in-Ibs P = 297 Ibs Ko = 2.400 Z= 124 Ibs Mode III, A: 0.00107 B: 0.5 C: -267.7 Mm = 46.8 in-Ibs P = 319 Ibs Ko = 2.400 Z= 133 Ibs Mode IV A: 0.0014 B: 0.000 C: -93.6 P = 263 Ibs KD = 2.400 Z= 110 Ibs D Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Solid members w/ h w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (fr--0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness:. %= 0.048 in Side member dowel bedring strength: F. = 4,650 psi Main member dowel bearing strength: F,,,, = 61,850 psi Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode Im qm = 11752 Ibs/in P = 13397 Ibs Ko = 2.400 Z",= 5582lbs Mode I, qs = 884 Ibs/in P = 884 Ibs Ko = 2.400 Z,= 368 Ibs Min Design value: Z= 163 Ibs Made II A: 0.0003 B: 1.07 C:-4038.9 P = 2287 Ibs Ko = 2.400 Z= 953lbs Duration Factor: Co = 16 Made III„ Mode In, Mode IV A: 0.00059 A: 0.00033 A: 0.0006 B: 0.57 B: 0.5 B: 0.000 C:-3864.9 C: -267.7 C: -93.6 Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs P = 2126 Ibs P = 420 Ibs P = 392 Ibs Ko = 2.400 Ko = 2.400 KD = 2,400 Z= 886lbs Z= 175lbs Z= 163lbs Allowable Design Value (ZCo): Z.= 262 Ibs/anchor Fastener type. 1/4" IPW Tapcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs ` C• ■ /// Actual spacing: 3.00 in Reduction factor: 0.91 `��� ♦ \('j G s ..(P Allowable Design Value (Zf,o: Z"= 155 Ibs/anchor .� '♦ Minimum anchor capacity: 155 Ibs/anchor s * • 0 51 • Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. w TAT OF • cc, Anchor calculations. minimum required anchors / • i�j��s 4P ORl� ' 36.38 Design pressure: 85.0 psf 01` ' Al -•-_\ A2YA2 79.25 Al ///js/0NAI.`�V\� Luis R. Lomas P.E. FL No.: 62514 1 of 2 5/2/2017 Zone Area (ftz) Load (Ibs) Ind. rn) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load I (Ibs) Al 2.3 195 N/A N/A 155 2 98 OK A, 7.7 656 6.00 18.00 155 5 131 OK L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomasA-Irlomaspe.com Anchor Locations: 36.38 18.�9 6.00 TYP. 6.00 TYP. 6.00 -r— 13.45 MAX. O.C. 79.25 i 6.00 Installation Instructions: Manufacturer: Masonite Report #: 514010 Date: 05/01/2017 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE:.MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. -2of2 G TAT 4 ORIOP AL,��`� Luis R. Lomas P.E. FL No.: 62514 5/2/2017