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NOTICE OF PRODUCT CERTIFICATION RECEIVED MAY 0 9,2017
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� nccx� �o,�,,� Company: Masonite International Corporation Certification No.: NI006110.01
1955 Powis Road Certification Date: 07/23/2005
West Chicago,IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
r = Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
` `' ``" ' (w/Wood Frame unless noted)
Specification: TAS 201/202/203
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.Namicertificatiori.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 Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'O"x 6'8"
Anchor Detail-MA-FL0128-05
X O/S Opaque 3'0"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX I/S Opaque 610"x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX O/S Opaque 6'0"x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 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 Detail-MA-FLO128-05
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXO I/S Opaque Door 9'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30".x 6'8"
Anchor Detail-MA-FLO128-05
OXO O/S Opaque Door TV x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO128-05
OXXO I/S Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO128-05
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO128-05
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
LQ
149"MAX. OVERALL FRAME WIDTH GO
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21 MAX 36.375" MAX. Cp
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O.- I_-PANEL WIDTH _ 37.5" MAX. ¢
j
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES 4 W/AS i RACAL I FRAME WIDTH , Z ct�
GENF_RGL_NOTES Lu O O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LL Lr)=-
DESIGN LOADS FOR BUILDINGS AND OTHER S-RUCTURES, ^ - o ~ Lc)J
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
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2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON °p X ¢ W
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci Lu
3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF TIIE FBG. Li O
POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
G AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT a a 2 o
SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F
o� >¢z
RATE OF BURNING ASTM D635 0.77 IN/MIN �`^ m
SMOKE DENSITY ASTM D2843 13.47
TENSILE STRENGTH' ASTM D638 7.507 DIFF m N
• ¢
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING >o -d
0 5
4500 HOURS XENON ARC METHOD 1 W g 3 0
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DOl1Bl_F DOOR UNIT W/SIDELITES a a
Addenda to NAM) U)Ln In In}
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITeS DOUBLE DOOR UNIT W/SIDcLITE,S
WITH SIDELITE WITH SIDELITE I,I o'U m z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DnrE: 7/11/05
IAHLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSW NG INSWING OUTSWING 4r SCALE: N.T.S.
SHEEP li DESCRIPTION
X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 i�-'T V- I
- XX 74 .I55.0 -55.0 +55.0 -55.0 +19.0 �-19.0 155.0 -55.0 DWG.BY: INS
t TYPICAL ELEVATIONS & GENERAL NOTES OX or XC 75 __+55.0_ -55.0 +55.0 -55,0 +19.0 -19.0 _ +55.0_ -55.0
CHK.BY:
2 ANCHORING LOCATIONS & DETAILS 0X0 112.5' �55A -55.0 +55.0 -SS.0 +19.0 -19.0 +55.0 -55.0
3 ANCHORING LOCATIONS & DETAILS CURT BDW NO.:
OXXO 149 +55.0 -55.0 +55.0 -55.0 +190 +55.0 -55.0 FLORIDA P.E. DWG-JVA-cL
0f28-05
#56533
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ASTRAGAL RETAINER BOLT HOLE U a V)`1n zo
#10 x 2^ #8 x 2_1/2' MUST BE DRILLED THROUGH aL)Lj
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#8 x 2-1/2"' THE THRESHOLD & INTO THE I-��z
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- STRUCTURE DEEP ENOUGH ole<=
Qi#8 x 2-1/2" #10 x 1'" FORA 1.375" THROW �oo.0
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#10 x 2" DETAIL "E" ASTRAGAL
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FRAM, / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995\ N/OPTIONAL DECORATIVE INSERT
STRIKE PLATE TO FRAME \ /2M BITE EI OR SU-YL SPACER W
UEfAIL "D" DETAIL "C„ O U a]Z
TYPICAL AS SHOWN. \\ --�96 x +-r/z'PHS
Adderdum to NA III DATE: 7/11/05
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INSWING THRESHOLD OUTSWING THRESHOLD •fir DWG-MA-FLO129-05
TYPICAL GLAZING DETAIL
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ATTACHMENT
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ATTACHMENT DETAIL 3:--�:3�:m
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, z
SIGNED AND SEALED BY LUIS R. LOMAS, PE 0 0
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(FLORIDA #62514) WITH THE LOWEST (LEAST) < Li
L)V'—
FASTENER RATING FROM THE DIFFERENT FASTENERS LL Lj
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 5 ocal'
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE UILz
DOM 0
#10 WOOD SCREWS OR 3//16" TAPCONS. A PHYSICAL HARDWARE SCHEDULE t uj Ln
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR go >
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LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIK ET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND --Cn <1
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 00
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. 0 00
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES c'I�'-lcl
-
CORRUGATED FASTENERS LOCATED 3" FROM EACH END rn C,
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. 1.50 1.25" w a v m z
WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN `MAX" MIN —MAX
3. THEAX MAX
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE: 7/11/05
CL AWen�w III NAW
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CIL SCALE. N.T.S.
MINIMUM EMBEDMENT OF 1-1/4".
WG. or. swc
L14 1'30 D
Rembed By.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Dale RevitmalCHK. BY:
TRANSFER LOADS TO STRUCTURE. DRAWING'm:
TYPICAL WOOD BUCK TYPICAL MASONRY 0V1r-.VA-FL0128-05
5. MINIMUM DESIGN VALUF STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET OF
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Product: Single Door 3'x6'8"
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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07
DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07
DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07
Anchors to be qualified:
1. #10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member: Douglas Fir-Larch Main member: Spruce-Pine-Fir
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
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: C'= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type: 3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hallow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Pressure against stops with bump threshold:
36.38 Design pressure: 85.0 psf
'_---�
Area Load Ind. Max. Anchor
Zone O.C. Cap. Load Result
A2�A2 79.25 (ft') (lbs) (in) (in) (lbs) Qty (lbs)
A, 2.3 195 N/A N/A 171 2 98 OK
Al AZ 7.7 656 6.00 18.00 171 5 1 131 OK
Single. Pressure away from stops:
36.38
' Design pressure: 85.0 psf
Area Load 2nd. Max. Anchor ,
Zone Qty
O.C. Cap. Load Result
Al I Al 79.25 (ftZ) (lbs) (in)
(in) (lbs) (lbs)
A, 10.0 851 6.00 18.00 171 5 170 OK
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�\N,J\ • • • • • g'I �i
OF::.%)4. TATE <G� Luis R.Lomas P.E.
0fi•�A t7.�•,y�� FL No.:62514
v 1 of 2
�� .4 L?M , �����• 1/7/2010
��1�ss�0N. .\ ?�\\�
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
� Area Load Ind. Max. Anchor
A1, Zone Z O.C. Cap. Load Result
A2
79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)
A2 I
A, 2.3 195 N/A N/A 171 2 98 OK
AZ 8.9 753 6.00 18.00 171 5 151 OK
Anchor Locations: \
------ -36.38----
18.19
6.00 TYP. — -— 6.00 TYP. -��-
1
1 6.00
1
13.45
MAX.O.C.
r
79.25
I
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
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• Luis R.Lomas P.E.
FL No.:62514
• 2 of 2 1/7/2010