HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
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Company: Masonite International Corporation Certification No.: NI013747-R1
1955 Powis Road Certification Date: 06/08/2017
`k West Chicago,IL 60185 Expiration Date: 06/30/2021
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'T, Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
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(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 Opaque 3'0"x 6'8" +70/-70 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" +55/-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" +55/-55 3.0 psfl Yes NCTL-210-2930-1
Double 4:5 psf Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
XO/OX US Opaque Door 6'0"x 6'8" +55/-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-FL021 1-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-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" +55/-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-171,0211-17
OXO O/S Opaque Door 910"x 6'8" +55/-55 3.0 psfl 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 IIS Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double 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
OXXO O/S Opaque Door 12'4"x 6'8" +55/-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"
7.50 psf' Anchor Details-DWG-MA-FL0211-17
I-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Iii-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
(J
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rilomaSCa.lrlomaspe.com
Test Report: N/A
Product: Single door 3'x 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/d 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(6=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: Im= 1.140 in
Mode I. Mode I, Mode 17 Made III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Kb= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
4= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/S w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (ND5 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: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F,,,= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
Made I„ Mode I, Mode 11 Made III„ Mode III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z„= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Kb= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Kb= 2.400 Ko= 2.400 Kb= 2.400
Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCD): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon 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 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \��-`�� • • • 4V
Actual spacing: 3.00 in Reduction factor: 0.91 V•• C E ••� ��
Allowable Design Value(Zf u>): Z..= 155 lbs/anchor ` ~• �� s� •S i
C • _
Minimum anchor capacity: 155 lbs/anchor *• 0 •* `
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. �'� e Ir-
��o , TAT 4F •
Anchor calculations,minimum required anchors %0 • ♦•'�/
- 36.38 Design pressure: 85.0 psf 0'. sd' , ORI�
-- Area Load Ind. Max.
Anchor ��i� /ONAI
Ai Zone (ft) (lbs) (In) OQty Load Result
�� 79.25 (in) (lbs)) (lbs)
Al 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas RE:
Ai \ AZ 7.7 656 6.00 18.00 155 5 131 OK
FL No.: 62514
11
of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisvl8e,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas(ED Irlomaspe.com
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
6.00
13.45
MAX.O.C.
79.25
6.00
Installation instructions:
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 3/16"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:
MINIMUM
B.CONCRETE:MCOMPRESSIVESPECIFIC
NIMUM I STRENGTH OF 2,000 PSI. N\x`Cj R'
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. E IV ••q i�
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI k*
.052"THICK MINIMUM •
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE *� 0151 •�t
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. C • .
;-o.-,4, .TATE OF c =
01VAL
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017
I
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1111 MASONITC. 149'W. ovEwuL I'R4A1E WIDTH �
foo
21" MAX
WOOD-EDGE STEEL DOOR UNIT 36.375 MAX. ¢
D.L.O.- PANEL WIDTH 37.5" MAX. ¢ p
--
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 0 0::J
GE NOTES ® ® ® ® cc
0
THE U
1. Lu EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U.I
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
�U
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. m ^ ¢ W
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), �S
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE r _
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED w
ON PANELS WITH NON-IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: + o
TEST DESCRIPTION DESIGNATION LTTE FRAME o
SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F &o d
RATE OF BURNING ASTM D635 1.28 IN MIN
SMOKE DENSITY ASTM D2843 70.2%
TENSILE STRENGTH- ASTM D638 1.8% DIFF
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING $ o:
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES o 0
0
CLI
a
Nm
® ® ® ® ® ® ® ® 1313 ® ® _
♦ ♦ ♦ ♦ In
w
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Lu V)
a �
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/StDEL1TES DOUBLE DOOR UNIT W/SIDELI7ES
WITH SIDELITE WITH SIDELITE m
�w
cn Q
0
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 5 Z-SERIES 0 S HIGH DAM 0 S T4 0 S HP BUMP 0 S
X 37.5 +70.0 -70.0 +70.0 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 +55.0 -55.0 +55.04255.00 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A ¢Z
OX or XO 75 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A 1 N A
0X0 112.5 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A DATE: 5 26/17
SCALE N.T.S.
TABLE OF CONTENTS AMeAnntoNAIM f P" 7 DWG. BY: SWS
HEEi # DESCRIPTION ��:.AtXCHK.BY:KURT BALTHAZOR DRAWING NO.:o13�4?
1 TYPICAL ELEVATIONS & GENERAL NOTES
ANCHORING LOCATIONS & DETAILS FLORIDA P.E. OWG-MA-FL0211-17
2 //56533
3 ANCHORING LOCATIONS & DETAILS SHEET 1 OF 3