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FL# Tvoe Manufacturer Validated By Status,
FL22513- Revision Masonite International National Accreditation&Management Approved
R3 FL#:FL22513.6 Institute
History Model:Wood-edge Steel Side-Hinged Door (804)684-5124
Unit
Description:6'-8n Opaque I/S or O/S Single
Door
Category:Exterior Doors
Subcategory:Swinging Exterior Door
Assemblies
•Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us 'allahassee FL 3239Q Phone:850-4B7-1824
The Stale of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click h_VIL.
Product Approval Accepts:
® ® iCf M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_lst.aspx 11/24/2021
i
NOTICE OF PRODUCT CERTIFICATION
^t€�Get �9 Company: Masonite International Corporation Certification No.: NI013747-R2
• '>r 1955 Powis Road Certification Date: 06/08/2017
s tr 4.a i West Chicago,IL 60185 Expiration Date: 06/30/2025
N Revision Date: 07/27/2020
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
a`""wr4 (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 Listingat 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" +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 psP Yes ATLNC 1001.01-13IW-1857
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf,.,, Anchor Details-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 Sim:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +551-55 3.0 psP Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Sim:3'0"x 6'8"
7.50psf' Anchor Details-DWG-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 psP 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"
7.50 psV Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 9'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-I
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 psP 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"
7.50 psV I Anchor Details-DWG-MA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidel'pe: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 psP Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Sin:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 sf' Anchor Details-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes ZSeries Outswing Threshold 3-ai-Dam Outswing Threshold 4-Pro T4 Threshold 5-11P 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:
5
1�A ww��
....
MASONI 1T C. -- 149"MAX. OVERALL FRAME WIDTH Q: 0000
WOOD EDGE STEEL DOOR UNIT 2T" Max 36,375" MAX.
�. . D.L.O. - PANEL WIDTH 37.5" MAX. Q J
6 8 DOUBLE DOOR WITH/WITHOUT SIDELITES W/A$TRAcnL FRAME WIDTH' o _
s
GENERA 0 -
Q
ED 1. EVACUAT FOR USE IN LOCATIONS ADHERING TO ® + ® ® ; Q U
. r' THE FLORIDA BUILDING CODE AND WHERE PRESSURE �i I � Q,-, I
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. FW-
cq
�i p�
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ), x Q LL!
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE �E ¢Ci
PANELS, BUT IS REQUIRED ON SIDELTTES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 e = d
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
� a
i 4. PLASTICS TESTING: _ ; +
I TEST,DESCRIPTION DESIGNATION ._LITE FRAME �
SELF-IGNITION.TEMP ASTM D1929 740'F> 650 F
RATE OF BURNING ASTM D635 0,77
I SMOKE DENSITY ASTM D2843.....13.47. .... .. .....'$ _ ...
y TENSILE STRENGTH* I ASTM D638, 1 7.1% DIFF :eW
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING f '
4500 HOURS XENON ARC METHOD 1
i
1 DOUBLE DOOR UNIT W/.SIDELITES; o
+
I
® ® ® � ® ,.
rW
00 10 C)Lu
EA
IOU 11001 flo
.S(NGLE DOOR.UNTt t DOUBLE DOOR.UNIT, „SINGLE DOOR UNIT SINGSINGLE DOOR UNIT LE
"DELff0 .DOU13LED00R UN:R.... W IDELf I
WH SIDE) WITH SIDEL TES f g
I w
f ��o
WHERE WATER`INFILTRA_TIOWPERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE -
CONFIG MAX WIDTH .. .INSWING OUTS I G INSWING BUMPER 0':S Z-SERIES OS HIGH AM 0-.S T4 0 5 HP BUMP O S + '
37.5 +70.0 70.0' +70.0' -70.0 N A +20.0 =20.0 +30.0 =30.0 + 010
. - . . : . -50..D_ +50.0 A-50.0 +50.0 N A
-50.0
XX 74 + +50 -SS.O
roQz.
-5555.0 +55-0 0 - 00 +5OX-or,. Z + 0 20 + N
+55.D 0 +30.0+55.0 -30.0 +50.0 -50.0 AOXO 112.5 .
OXXO 1 : +20.0 -2 . +30t0 - -30.0 +50.0.' -50.0 NIA N A DAZE 5126117
scAiF: N T S,....
TABLE OF CONTENTS Ad&Anmh1A11 owc try: $yy$ .
G91'YkILI{Q:. CHK,BY:
SHEEP DESCRIPTION KURT BALTHAZOR DRAWING NO.:
1 TYPICAL ELEVATIONS & GENERAL NOTES DyB FLORIDA P.E. DWG-MA-FLO211-17
2 ANCHORING LOCATIONS & DETAILS56533 --
3 ANCHORING LOCATIONS & DETAILS
snetT 1 of 3
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6' SEE DETAIL .3- "-6" U pQ
3' �. 3"
_ _
6" 6" 6- 6 -� 6" g` -I W c)Q
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3" $
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6 6 0
6' :.:i "IIII 6" a
SFE DETAIL #8 X 2" 3 r
_ASTRAGAL RETAINER BOLT HOLE m
® MUSTTH BE DRILLED THROUGH
#10 x 5/8",, THE t
#8 x 2" RESHOLD & INTO THE j
ENOUGH
#10 x 5/8 V)
` _ STRUCTU
RE DEEP
#8 x 2" •+ + #10 x 1" DETAIL "E' ASTRAGAL DETAIL "F" ASTRAGAL 1.375 THROW _ z
#10 x 2-1/2 1+ ATTACH ASTRAGAL RETAINER BOLT N
D #10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8 AS SHOWN. Q a:
DETAIL "C
DETAIL "D..
HOrr MELT
0.962" 1;4 EL STOMER I
,.375" 1 37� #8 x 1-1/2-PHS
T T . : .
INSWING THRESHOLD BUMPER O/S THRESHOLD T4 OfS THRESHOLD
HOT MELT 1/2-BITE Adderftl0W11M
l 1 � til DATE: 5126117
. .. .EXTERIOR F - INTEBIOs 061! SCALE: N.T.S.
1.482", . . . 1:,75"a�j1.047" 1:437" . . _._._.. _. .
TYPICAL GLAZING DETAIL MG.BY: SWS
T I T NON-IMPACT GLASS CHK.BT:
LD
Z-SERIES O/S THRESHOLD ,HIGH DAM O/S THRESHO HP O/S THRESHOLD otAVANr wo.:
DnAunwc p10271—fi
SHEET 2 of 3
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SEE DETAIL 6 —6 0: Do
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L, 3" 3" O
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3 6" I - L 3" I� 3" J Q(p
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SEE DETAIL 6.
6. `P
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°rb HARDWARE SCHEDULE ° q
RellexeGBy _. In
00
IKWIKS
GRADE 3
CH
1 IAERI5 S�92 0 CGRADER01NED DEADLOCK CYLINDRICAL ARDWARE TO BE AINSTALLED
�o
ATTACHMENT DETAIL 1,25 0 : t 112 1,4" X 4/FULL MORTISE BUTT HINGES. 00
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN -0 1X1/2DCORRDUDGATED /�10XDW02DDSCREW gyp= Z
(FLOFASTRIDA RATING) WITH THE FROM THE LOWDIFFEST (LEAST)FASTENERS CL-I �— SSIGNED AND SEALED BY ROBERTO 'LOMAS, PEHIM 3" FROM EACH ENO 6" FROM EACH END I =W 0
BEING CONSIDERED FOR USE. JAMB, HAD, AND 'p; ACRY } 00a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC 0
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK LATEX
_a N N
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 o
_ WOOD SCREW EDGE DISTANCE _MIN 3/A .• _ • . ,. } r,v
— --
OMB
DN
- i. 0.25" CMULLIONI (BOXED) MULLION
_COMBINATION(BOXED) -
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 3 1OX2-1 2" m¢Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM lo D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END
CL—I �— DATE: 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® scar: N.T.S.
TRANSFER LOADS TO STRUCTURE. DWr,Ear. SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® C"V'BY.-
ANCHOR INSTALLATION PRAMNS No'
INTEGRAL WOOD DWG-MA-FL0211-17
MULLION (CHS) •sHEEI 3 OF 3
L. Roberto Lomas P.E.
1432WoodiordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688-0609 Date: 10/10/2017
rllomas(o)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/3 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2018,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 b_ 80,000 psi
Side member: Douglas Fr-Larch(G=0.50) Main member: Spruce-Pine-Fr(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t•= - 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 Im Mode I, Mode II Mode III Mode III, Mode IV
qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z.= 302 Ibs Z:= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Min= 46.8 in-Ibs
Kp= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 Ko= 2.400 i Ko= 2.400
Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCo): Z.= 175 Ibs/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.Oo
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 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/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
T � Area Load Ind. Max. Anchor
— Zone 2 (in)' (Ibs)O.C. Cap. Load Result
79.25 (ft) (Ibs) (in) Qty (Ibs)
�
AY , 2.3 195 N/A N/A 155 2 98 OK
� A2 7.7 656 6.00 18.00 155 5 131 OK
A.
., TAT Q F
AIt� ���.
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report* 514010B
434-668-0609 Date: 10/10/2017
rllomas(a)Irlomasoe.com `
Anchor Locations:
36.38
6.00 TYP. I 6.00 TYP.
6.00
I
I
'I 8"
MAX
i
i
79.25
i
_L-
6.00
1
i
0 51
0 RtOQ G�
-kV���`�:
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 9/2/2020
i
L. Roberto Lomas P.E.
1432WoodforoRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B;
434-688-0609 Date: 1 011 0/2 0 1 7
40rnas cD1rlOmasoe.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=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 9/2/2020