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FL# FL22513-R1
Application Type Affirmation
Code Version 2017
Application Status Approved
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
Address/Phone/Emall
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 Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
f61 affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 3/14/2018
Florida Building Code Online Page 2 of 3
Date Submitted 11/21/2017
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RI C CAC NI013747.0l.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0212.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514008.odf
system is required. Door top rails stamped"HPC".See DWG- Created by Independent Third Party: Yes
MA-FL0212 for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 Rl C CAC NI013747.04.odf'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 R1 II FL0215.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514009.odf
system not required.See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 Rl C CAC NI013747.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0215.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514007.odf
system not required on opaque panels,but Is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 Rl C CAC NI013747.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 Rl II FL0215.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 R1 AE 514007.odf
system not required on opaque panels,but is required on Created by Independent Third Party:Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RS C CAC N1013747.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 Rl II FL0217.0f
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 3/14/2018
Florida Building Code Online Page 3 of 3
When impact resistance is required,hurricane protective FL22513 R1 AE 514007.odf
system is required. See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RI C CAC NI013747.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RS II FL0211.12df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports
When Impact resistance is required,hurricane protective FL22513 R1 AE 514010.odf
system not required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sldelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0211.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RI AE 514008.Ddf
system not required on opaque panels,but is required on Created by Independent Third Party:Yes
glazed sidelites. See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30%2021
Design Pressure:+50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 RI II FL0214.pdf
Florida Building Code,Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 R1 AE 514008.Ddf
system is required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
Back Neat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State 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 mail.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 emails 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 here.
Product Approval Accepts:
Credit Card.
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 3/14/2018
L•. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas Irlomasp e.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/6 w/out gap:
a. With threads present in shear plane
Fastener type:410 wood screw (NDS 2012,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: Fyy= 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: F.= 4,650 psi Main member dowel bearing strength: Fpm= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode Im Mode I, Mode II Mode IIIA, Made 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
KD= 2.400 KD= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Z.= 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 KD= 2.400 Ko= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/onchor
Solid members w/6 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: 9: 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: Fyb= 80,000 psi
Side member:Douglas Fir-larch(6=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: Fu= 4,650 psi Main member dowel bearing strength: F_= 61,850 psi
Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode I. Mode I, Mode II Mode III„ Mode III, Mode IV
qm= 11752 lbs/in qs= 884lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs at 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
4= 5582 lbs Z�= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCD): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Tapcon 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 \�N\��S R•� b ,
Actual spacing: 3.00 in Reduction factor: 0.91 C E c1 ♦. &-,e
Allowable Design Value(Zfw +\
)• Z"= 155 lbs/anchor ` • •
i
r .
Minimum anchor capacity: 155 lbs/anchor =*a5� • •=.
- Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. ♦ _,(L.
. A'4-- TAT
>p'- TAT OF-
Anchor calculations,minimum required anchors 5-04 ♦ A(/
7C
36.38 Design pressure: 85.0 psf //F•. O ROP' N•�+�\
jj Max. Anchor IV
/ �7�
-� Area Load Ind. z�'. ONAttL.
(ft)
Al Zone z O.C. Cap. Load Result
A2YA2 79.25 (lbs) (in) (in) (lbs) Qty (lbs)
AI 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
A7
_F AZ 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514
1 of 2 5/2/2017
L-. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rl l o m a s Ca)I f I0 rn a s p e.co rn
Anchor Locations:
36.36
18.19
6.00 TYP. 6.00 T'P.
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:MNIMUM COMPRESS E STRENGTH OF 2,000 PSI. \`t�`�Cj
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. �\ J • G E ool
•�!Q
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 *� 0rrJ� •
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
TAT OF
"
jS/0NAL1E �`�`.
tiu,1
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017
11 1 1 MASONITC. 149°MAX. OVERALL FRAME WIDTH 0 00
U p0
27" MAX 36.375" MAX. Q
WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX.F_ Q p
6'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH p J
U)
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® W O Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM =
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LL j U
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON m O
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), -A
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED W MO
ON PANELS WITH NON-IMPACT GLASS. i
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: '
TEST DESCRIPTION DESIGNATION LITE FRAME � y
SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F
RATE OF BURNING ASTM D635 1.28 IN MIN W
SMOKE DENSITY ASTMto
D2843 70.27.
TENSILE STRENGTH- ASTM D638 1.8% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g ..
4500 HOURS XENON ARC METHOD 1
0
0
DOUBLE DOOR UNIT W/SIDELITES a a
Addendum to NO }
m
Ced�rcafionNo.�. 013 y
Reviewed By.
Date Review
1313 ® 13 1313 1313 13M 1313 013 1313 0_
rn
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNfT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELITE WITH SIDELITE ciZ
WHERE WATER INFILTRATION PERFORMANCE IS DATE:
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE 5126117
CONFIG MAX WIDTH INSWING f OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S ,/,. sch : N.T.S.
SHEET k DESCRIPTION X 37.5"___ +70.0 -70.0 +70.0 -70.0 N A +20.0 -2D.0 +30.0 -30.0 +50.0 -50.0 bX � DWG.ey: SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 7N- +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 CHK.BY.
3 ANCHORING LOCATIONS & DETAILS 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 KURT BALTHAZOR DRAvaNG No.;
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 FLORIDA P.E. DWG-MA-FLO211-17
#56533
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6"3" SEE DETAIL71 6" #8 x 2"
.F. m
ASTRAGAL RETAINER BOLT HOLE
#8 x 2" #10 x.5/8" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#10 x 5/8" STRUCTURE DEEP ENOUGH
#8 x.2 FOR A 1.375" THROW#10 x 1" DETAIL "E" ASTRAGAL rn
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o
#10 x 1 STRIKE PLATE TO FRAME Lo
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
w
1 0.962" HOT MELT
1.375" � ELASTOMERS`
06 X 1-1/2^PMS
T T
INSWING THRESHOLD BUMPER 0/S THRESHOLD Q,BUMPER ? f Addedntowmi Z
HOT MELT 1/2'BITE
ELASTOMER '' •^ti••-' Ged(calionNu.W0137417
Reviewed
Dale Aev eBw 5126117
1.482" 1.75" 11.047 EXIE814B 1NTEMPB N.T.S.
TYPICAL GLAZING DETAIL DwG.ev: SWS I
T T NON-IMPACT GLASS CHK.BY.-
DRAWING NO.:
Z-SERFHIGH DAM 0/S THRESHOLD
S 0/S THRESHOLD
. DWG-MA-FL0211-17 j
SHEET 2 OF 3_ I
SEE DETAIL6" 6" LL 00 Cr
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SEE DETAIL 6" 6" p
"F" SHT. 2 6^F[
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HARDWARE SCHEDULE ILf
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5=1/2" CENTERLINE.
ATTACHMENT DETAIL 1.25": 't' MAX 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAX
` 1"X1/2" CORRUGATED ;1/10X2" WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6 FROM EACH END cn
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL I_ AND 7" OC AND 12" OC z
FASTENER RATING FROM THE DIFFERENT FASTENERS •. I Ln
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC �
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC CAULK
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL r
WOOD SCREW EDGE DISTANCE MIN 3/4". I
0
o•', i
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1M5NMULLION (BOXED) MULLION (BOXED)ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT o.2s"MAX (31 OX2-1/2" zOF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS AddenduoloNAMIMINIMUM EMBEDMENT OF 1-1/4 EACH END
CL— — Celtifiealionk: O!? 4 DA1E• 5 26 17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO90TRANSFER LOADS TO STRUCTURE. ® Da�epevev• N.T.S.
DWG.BY. $W$
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHK.BY:
TYPICAL WOOD BUCK
ANCHOR INSTALLATION DRAWING No.:
INTEGRAL WOOD DWG-MA-FL0211-17
MULLION (CHS) sNEU 3 of 3
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NOTICE OF PRODUCT CERTIFICATION
.� � Company: Masonite International Corporation Certification No.: NI013747
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
'* 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 Listin 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" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL021 l-l7
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psP Yes ATLNC 1001.01-13
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 psf' 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 Size:3'0"x 6'8"
Anchor Details-DWG-MA-171-021 l-l7
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psf Yes NCTLr210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
XO/OX I/S 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-FL0211-17
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' Anchor Details-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-FL0211-17
OXO O/S Opaque Door 910"x 6'8" +55/-55 3.0 psf 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' AnchorDetails-DWG-MA-FL0211-17
OXXO I/S 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 psfl 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"
7.50psf' Anchor Details-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
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