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• + FL # FL4904-R8
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall bE
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
ddress/Phone/Email
,t
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
https://www.floridabuilding.org/pr/pr_app_db.aspx?param=wGEVXQwtDgteluiwHNbbISci0%2baWgLuXUoNCF9968g0%3d 1/4
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006110.01
1955 Powis Road Certification Date: 07/23/2005
i •�= West Chicago,IL 60185 Expiration Date: 12/31/2020
i Revision Date: 11/21/2014
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
Air.I
(w/Wood Frame unless noted)ED 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.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
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 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-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-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-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-FLOl28-05
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 9'0"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-FL0128-05
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:
00
' s 149'MAX. OVERALL FRAME WIDTH 00
21" MAX
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. " MAX.
PANEL 37.5' MAX. p
6-B'DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL WIDTH w/AsrRACAL FRAME WIDTH 1
� � _
30
1.GENERALATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM S�LII Ia7=
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Cf)
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON U7
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. 3
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN -1
ACCORDANCE WITH SECTION 2220 OF THE FBC. C
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D7929 740'F > 650
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.4% E+!W
TENSILE STRENGTH- ASTM D638 7.50% DIFF a!12
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING t-
4500 HOURS XENON ARC METHOD 1 o
Aomdwn b NAN DOUBLE DOOR UNIT W/SIDEIJTES iL
DMS z
0
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U J
G-y w
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® 0 1313 1313 a 13 El 13 a 1313 1313Ua(A 2
J=p O
.00 00 00 00. .00 00. 00 :00 o3s=11
a0 '00 00' 00 , 001, 0 co
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDEUTE WITH clncl ATF W p U m Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE ✓ ate 7/11/05
TABLE OF CONTENTS MAX WID INSWING OUTSWING INSWING OUTSWING K� d_�" scALL N.T.S.
SHEET DESCRIPTION X 3 . +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 �"'� DM SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS OX or X 75 +55.0 -5 .0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 CII,NY,
3 ANCHORING LOCATIONS & DETAILS X 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR DR�WNG No.:
XX 149 +55.0 -550 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
FLORIDA P.E. p1Y11;-MA-FL0128-05
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ASTRAGAL RETAINER BOLT HOLE a N y Z
#8 x 2-1/2" #10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH w=,O,w vii
THE THRESHOLD & INTO THE U n o z
#10 x 5/8" STRUCTURE DEEP ENOUGH o m a=
" THROW
8 x 2-1/2" #10 x i" FOR A 1.375ao
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10 x 5/8" �w,
D #10 x 3/4" DETAIL "F" ASTRAGAL t o
J10 x 2" DETAIL "E" ASTRAGAL cm
M.(7/6.7ELP.CU155)
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT Dow 995 W/DPnK)N&DecOPATK nor
DETAIL "D" STRIKE PLATE TO FRAME "`�'rrm°R s""`SPAM
"C" /z.OM 110101,31
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AS SHOWN. z
TYPICAL �.�fe x 1-1/2•vns
Dae: 7/11/05
l 0.9621 ~+p�,� �E N.T.S.
1.375' �':' om rn SINS
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INSWING THRESHOLD OUTSWING THRESHOLD _IY�P CAL GLAZING DETAIL DWG N^-WI28-05
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ATTACHMENT DETAILa, a
cn
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, vii
SIGNED AND SEALED BY LUIS R. LOMAS, PE Md�I XIDWMi
(FLORIDA #62514) WITH THE LOWEST (LEAST) o
FASTENER RATING FROM THE DIFFERENT FASTENERS c w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND .,n Ir
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �� +
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �aNcmicn
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��o0 g
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE UZI m
WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a
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.
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 x
12" O.C. 1.50 1.25' z
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25- MIN • ,0.25' Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DAM 7/11/05
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� I-- CL—� �— scup N.T.S.
MINIMUM EMBEDMENT OF 1-1/4". ! om.W. sws
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO `• a«.W.
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG�w_FL0128_05
ANCHOR INSTALLATION ANCHOR INSTALLATION sir
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 51401 OA
434-688-0609 Date: 10/10/2017
rllomaS p.lrlofllaspe.com
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/d 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: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fro= 80,000 psi
Side member: Douglas Fir-Larch(6=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 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 B: 1.07 8: 0.57 8: 0.5 B: 0.000
Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 G: -93.6
7„= 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 2= 110 lbs
Allowable Design Vakie CZCo): Z'= 175 lbs/onchor
Fastener type: 1/4 r7 W Tapcon Tabulated values
N.O.A.16-1222.06 edge C'
(in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
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 6A,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value VN: 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 psi
<- ---, Max. Anchor
� Arca Load Ind.
Zone O.G. Gap. Load Result
79.25 (ftZ) (lbs) (in) (in) Obs) Qty (lbs)
A 2.3 195 N/A N/A 155 2 98 OK
At Az 7.7 656 6.00 18.00 155 5 131 OK
rC 0 �i
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4. -TAT
61 OF.01
;
%'SFS Z 0 RVO."Gam#
/ZONAL1E���`�
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 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
rtlomas(aAric
Anchor Locations:
36.38 --
6.00
6.00 TYp. 6.00 TYP.+----�
6.00
1 8"
MAX
0.C,
f
79.25
1
6.00
1
4TAT 0 F
s/ONA�WE\ ����
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 10/10/2017
L. kobet-to Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010A
434688-0809 Date: 10/10/2017
d1omas aNdomaspe.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=2,000PS1 MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1
.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