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NOTICE OF PRODUCT CERTIFICATION
REC E �k ''� Company: Masonite International Corporation Certification No.: NI006110.01
1955 Powis Road AftLiflcation Date: 07/23/2005
JANI 7 West Chicago,IL 60185 on Date: 12/31/2020
r i n 11/21/2014
ST. LUde Cc::�;n r e i Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o act ted Sidelites
__.
C" . ,°% (w/Wood Frame unless noted)
SBD PRp Specification: TAS 201/202/203 L 0
The"Notice of Product Certification"is only valid if the NAM[Certification Label has been applied to the product as described within this documet4t. Th ification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved fe/`listin within
PP g
NAMI's Certified Product Listing at www.Namicertification.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:3'0"x 6'8"
Anchor Detail-MA-FLO128-05
of 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-FLO128-05
XX US Opaque 6'0"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-FLO128-05
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-FLO128-05
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-FL0128-05
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-FLO128-05
OXO US 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 910"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"WOK. OVERALL FRAME WDTH 00
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. r 0
D.L.O. PANEL WIDTH 37.5' MAX. 5C Ij
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH Cc
� In-
® ® ® ®
GENERAL NO ¢ww
CL
1. EVALUATED FOR USE IN LOCATIONS ADHERWC TO F a U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE ?
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Lr
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. C1)
N
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REWIRED ON 00
OPAQUE PANELS, BUT IS REWIRED ON GLAZED SIDELITES.
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3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN -i
ACCORDANCE WITH SECTION 2220 OF THE FBG.
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4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 0_
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP I ASTM D1929 740 'F > 650 'F r
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE OENSRY ASTM 22843 13.4X
TENSILE STRENGTH* I ASTM D638 I 7.50X DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING LL
+$�
4500 HOURS XENON ARC METHOD 1
AdbrdabWM DOUBLE DOOR UNIT Wf ID 1
CIIIfcalfoltMe 3-N 3-in
rm
0118 �
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Z
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11
.SINGLE DOOR UNIT DOUBLE DOOR UNI i SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDEUTES
WITH SID IIT WITH SIDED7E w U m Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 159. OF DESIGN PRESSURE DATE 7/11/05
TABLE OF CONTENTS CO FIG MAX WIDTH INSWIN6 OUTSWING INSINNO I OUTSWINC �t �[ SCLLE: N.T.S.
SHEET DESCRIPTION X .5 +76.0 - 6.0 +76.0 +19.0 -1 . + 5.0 -55.0 "'7 ScA gr SWS
TYPICAL ELEVATIONS GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -T5,0
OX or X 75 + - .0 + .0 - 0 +19. -1 + -5 .0
2 ANCHORING LOCATIONS do DETAILS cw.BY..
3 ANCHORING LOCA N do DETAILS OX0112. + - .0 + .0 -� "+19.0 - + - KURT BALTHAZOR OMNWC NO.:
+t -19. + -55.0 FLORIDA P.E. DWG-MA-FLO128-05
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SEE DETAIL (n V)N
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Adg dun 10 NNN to cn N V)
CeAl7iralmNa Z
AMwed51 z
DIIlI v
ASTRAGAL RETAINER BOLT HOLE u a in N z
#10 x 2" MUST BE DRILLED THROUGH w
#8 x 2-1/2 #8 x 2-112" THE THRESHOLD & INTO THE a o`�
#10 x 5/8" STRUCTURE DEEP ENOUGH Io a 1
#8 x 2-1/2" #10 x 1" FOR A 1.375" THROW
� #10 x 5/8" C2 00w
#10 x 3/4" DETAIL "F" ASTRAGAL o
#10 x 2" DETAIL "E" ASTRAGAL
FRAME DOOR IG I'/"-T� Gow1
� ATTACH ASTRAGAL RETAINER BOLT Dow aas W/OPTIONAL DECORATNE INSERT
"C"
AM.S1EEL OR BUTYL SPACER
DETAIL "D" DETAIL STRIKE LU
FRAME
AS SHOWN. 1/2-Ba w o v m z
TYPICAL ��_ fs x 1-1/2-PHS
0.962"I �cy�d"_' SA7/11/05
N.T.S.
1.375 `�S T oow»oa/J sws
4z".JJ
'!��.{�," CHK.B(:
FXTFRlQR .TE"� R DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD GLAZIN
TYPICAL G DETAIL owc-MA-FLolze-os
SEE DETAIL3• 6" 6' Q: U)
"E" SHT. 2 3• 3" O ,_
6" L 3 L 31 U
6"
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Ln "D' SHT. 2 _ W 20
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3• 3' I 3.6 6" 3. 3"
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SEE DETAIL 6" 6' o b
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ATTACHMENT DETAIL a a
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 33:3:
,
SIGNED AND SEALED BY LUIS R. LOMASPE AadrlylnaNAM
(FLORIDA #62514) WITH THE LOWEST (LEAST) z 0' 0
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND u,
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE raw
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL uo a Ln
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR "� V z
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULEIaVww N
WOOD SCREW EDGE DISTANCE MIN 4 3 Nom
/ 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE.
0 UJ
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
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' woUaO�
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —1 MIN M. t' 0.25' Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SH M +SHIM DATE: 7/11/05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4 CL—� (— CL—� I— SCAMN.T.S.
:rrrr, "�� DW.BY: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.m:
TRANSFER LOADS TO STRUCTURE. ~NO NO
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS, TYPICAL WOOD BUCK TYPICAL MASONRY owc-MA-FLOTze-os'
ANCHOR INSTALLATION ANCHOR INSTALLATION
snECT�ov�
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rllornasnc lrlornaspe.com
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
1 1
6.00
1
1 8"
MAX
O.C.
1
79.25
1
6.00
1
I
S R L 0;� x
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Luis R. Lomas P.E.
2of3
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rl lomasCcDlrlOmaspe.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/&w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2012,NDS 2015,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: F,y= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: Fu= 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 II Mode III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
KD= 2.400 KU= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Zm= 302 lbs Z.= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Kb= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 1 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z''= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind Max. Anchor
A]l Zone z O.C. E(Ibbs)
Load Result
A2 l 79.25 (ft) (lbs) (i^) (in) Qty (lbs)
Al 2.3 195 N/A N/A 2 98 OK
A AZ 7.7 656 6.00 1800 5 131 OK
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Luis R. Lomas P.E.
1 of 3
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rllomast(5�lrlomaspe.COM
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 1/4"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.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R. Lomas P.E.
FL No.: 62514
3 of 3 10/10/2017