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Product Approval
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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application De ai EVI EW E 0 0 R
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}fi FL# FL22363-r&ODE C0MF`L ��t�'''E
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4 �{ Application Type Revision STp LU,<°eVI COUNTY
Code Version 2020al
x= Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
�t
Comments
Archived p
EGA Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
�! n sschreiber@masonite.com
Re C
t FkP
Authorized Signature Steve Schreiber p .
sschreiber@masonite.com
Technical Representative
i Address/Phone/Email
f
Quality Assurance Representative
a,
Address/Phone/Email .
y z` � Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
l E'
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
S Pd
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., . ` "
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2013
AWC ASTM E1996 2014
ASTM E330 2002
l"� ' TAS 202 1994
Equivalence of Product Standards
: b
x? ; Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHEf8HYBpjQdlVoNoAVYGng%3d%3d[12/30/2020 I:41:21 PM]
'Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 11/20/2020
' Date Validated 11/23/2020
Date Pending FBC Approval
Date Approved 11/29/2020
_e v...-
i r' Summary of Products
FL;"# Model,Number or,Name Description
22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
' Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717 17-R4 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
,'x ``• Impact Resistant: No 05/31/2025
Design Pressure: +60/-65 Installation Instructions 1
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -F 0187.[E
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
°+ where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R6 AE 5140106.pdf
Region. See DWG-MA-WL0187 for details. FL22363 R6 AE 5140146.pdf
r Created by Independent Third Party: Yes
22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717 17-R4 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2025
Design Pressure:+60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0187.pdf
i Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
' where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0"x 6'-B" max nominal size. Hurricane protective Evaluation Reports
' system required in HVHZ, but not in the Wind Borne Debris FL22363 R6 AE 514010B.pdf
Region. See DWG for details. FL22363 R6 AE 5140146.1E
Created by Independent Third Party: Yes
°V 22363.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
.'f Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.17-R4.pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2025
Design Pressure: +50/-50 Installation Instructions
'= a Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0187.pddf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute !I
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R6 AE 5140086.1E
Region. See DWG-MA-WL0187 for details. FL22363 R6 AE 5140126.pdf
F Created by Independent Third Party: Yes
22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
o' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.03-R3. df
PP . od
Approved for use outside HVHZ:Yes Quality Assurance,Contract Expiration Date
Impact Resistant: No 05/31/2025
Design Pressure: +40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0189.pdf
Building Code;including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
[ , where pressure requirements do exceed the design pressures Created by Independent Third Party:
4 listed. 12'-0"x 6'-8"max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R6 AE S 40081.1E
See DWG-MA-WL0189 for details. FL22363 R6 AE 514012B.pdf
L Created by Independent Third Party: Yes
22363.5 Fiberglass Side-Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or
w/o Sidelites —
� a -
�,, Limits of Use Certification Agency Certificate
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param==%vGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHEfEHYBpjQdlVoNoAVYGng%3d%3d[12/30/20201:41:21 PM]
florida Building Code Online
n
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717 04-R p�if
" ,4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
° '., Impact Resistant: No 05/31/2025
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FLO193.pdf
=' = Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
" system required in HVHZ and the Wind Borne Debris Region. FL22363 R6 AE 514008B.12df
See DWG-MA-WL0193 for details. FL22363 R6 A 1401 B,-odf
r Created by Independent Third Party: Yes
r 22363.6 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed I/S or O/S Single or Double Door w/or w/off
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R6 C CAC NI013717 05-R5[pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025 t
Design Pressure: +50/-50 Installation Instructions
1>' Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FLO195.p
:,. Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
' listed.12'-0"x 6-8" max nominal size. Hurricane protective Evaluation Reports
system not required`in the Wind Borne Debris Region. See FL22363 R6 AE 5140086 pdf
sir DWG-MA-WL0195 for details. FL22363 R6 AE 514012B.pdf
Created by Independent Third Party: Yes
a = 22363.7 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717 18-R3 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2025
Design Pressure: +60/-65 Installation Instructions
M,. d Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FLO188.12df
v 4 q Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
x " where pressure requirements do exceed the design pressures Created by Independent Third Party:
�'r,
listed. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
A system required in HVHZ,but not in the Wind Borne Debris FL22363 R6 AE 514009B.pddf
Region. See DWG-MA-WL0188 for details. FL22363 R6 AE 514013B.1df
..
Created by Independent Third Party: Yes
w 22363.8 Fiberglass Side-Hinged Door Unit 8'-0",Opaque O/S Single Door
� d 1 •J
Limits of Use Certification Agency Certificate
" rr Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.18-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
to Impact Resistant: No 05/31/2025
/ Design Pressure: +60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0188.odf
wt Building Code,including the High Velocity`Hurricane Zone,and Verified By: National Accreditation&Management Institute
xw` where pressure re uirements do exceed the design pressures Created b Independent Third Pa
y P q 9 P Y P rty,
listed. 3'-0"x'8'-0".max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ,but not in the Wind Borne Debris FL22363 R6 AE 514009B.pdf
Region. See DWG-MA-WL0188 for details. FL22363 R6 AE 514013B.pddf
`I Created by Independent Third Party: Yes
22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single or Double Door w/or w/o
a Sidelites
W --
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.18-R3.odf
Approved for useAutside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2025
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FLO188.12df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
' YF where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ,but not in the Wind Borne Debris FL22363 R6 AE 514007B.pdf
t• Region.See DWG-MA-WL0188 for details. FL22363 R6 AE 514011B.pdf
(: Created by Independent Third Party: Yes
22363.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or 0/S Single or Double Door w/or w/o
Sidelites
` Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.08-R2.12df
htip://www.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVXQwtDgs3M6m9%2fK8XPOv7RogyOHRgHEfSITYBpjQdlVoNoAVYGng%3d%3d[12/30/20201:41:21 PM]
Florida Building Code Online
L
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
s Impact Resistant: No 05/31/2025'
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0190.[Zdf
a; Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design'pressures Created by Independent Third Party:
7.
listed. 12'-0"x 8'-0"max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R6 AE 514007B.pdf
` f See DWG-MA-WL0190 for details. FL22363 R6 AE 14011 B.pddf,
5 w Created by Independent Third Party: Yes
ti 22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R6 C CAC NIO 3717.n0-R4.12d
p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
t'= a_ti „�• . ">�._ : Impact Resistant:Yes 05/31/2025
F Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0196.pdf
Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do-exceed the design pressures Created by Independent Third Party:
F listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R6 AE 514007B.pdf
fi �•' DWG-MA-WL0196 for details. FL22363 R6 AE 514011B.pdf
sf { Created by Independent Third Party: Yes
22363.12 Fiberglass'Side-Hinged Door Unit 8'-0""Impact Glazed 0/S Single or Double Door w/or w/o
< Sidelites
r I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R6 C CAC NI013717.09-R4.pdf
Approved for use outside HVHZ:Yes Qualty.Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025
k• t Design Pressure: +45/-40 Installation.Instructions
„pNIXOther: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0196.12df
*as", Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed,the design pressures Created by Independent Third Party:
VV
ff listed. 12'-0"x 8'-0 max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris-Region.See F1_22363 R6 AE 514007B,pdf
DWG-MA-WL0196 for details: FL22363 R6 AE 51401 t B ndf
I,F Created by Independent Third Party: Yes
x$ e I
`. 22363.13 HPC Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o
l.v _ Sidelites
61,
Limits of Use Certification Agency Certificate
{ ° Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.07-R2.pdf J
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
5r> Impact Resistant: No 05/31/2025
Design Pressure: +47/-47 Installation Instructions
$ , 0IOther: Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0192.�df
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
Srs , where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and in the Wind Borne Debris Region. FL22363 R6 AE 514007B.Pdf
Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 R6 AE 514011B.pd
details. Created by Independent Third Party: Yes
t
22363.14 HPC Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
K Limits of Use Certification Agency Certificate
7� Approved for use in HVHZ:Yes FL22363 R6 C CAC NIO 3717:0 -R3,pd
" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
e Impact Resistant: No 05/31/2025
Design Pressure: +50/-50 Installation Instructions
7 •, Other: Evaluated for use in locations-adhering to the Florida FL22363 R6 II -FL0191.pdf
Building Code,including,fhe High`Velocity Hurricane Zone,and Verified By:-Nation al'Accreditation&Management Institute
r"ka' where:pressure requirements do exceed.the design pressures Created by Independent Third Party:
listed. 12'-0"x 6'-8" max nominal size.'Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R6 AE 514008B.odf
Door top rails stamped"HPC".See DWG-MA-WL0191 for FL22363 R6 AE 514012B.odf
fl` details. Created by Independent Third Party: Yes
r�
�t
http://www.flciridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgHEf8HYBpjQdlVoNoAVYGng%3d%3d[12/30/20201:41:21 PM]
NOTICE OF PRODUCT CERTIFICATION
o��``ocXzRf�° Company: Masonite International Corporation Certification No.: NI013717.04-R3 -
�� P Y� P
1955 Powis Road Certification Date: 05/12/2017
f West Chicago,IL 60185 Expiration Date: 05/31/2025
' Revision Date: 07/27/2020
x �m
Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
3/4 Lite of Less Doors w/and w/o Full-Lite or Less Sidelites (w/Wood Frame or Worldwide
Composite Frame°unless noted)
Specification: TAS 202-94/ASTM E330-02 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 Listing
at wi«v.Namicertification.com. NAMI's Certification Pro ram 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&
Outswin O a ue Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" +50/-50 0.0 psf No ATLNC 1012.01-16R
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
X O/S Gaze 3'0"x 6'8" +501-50 3.75 psf .0 psf No ATLNC 1012.01-16R/W-1813/W-1843/W-1860
Single 3/4-Lite Max 8.25 psf 319.0 psf 5 Maximum Panel Size:3'0"x 6'8"
7.5 pSf6 AnchorDetails-DWG-MA-FL0193-17
XX I/S Glazed 6'0"x 6'8" +50/-50 0 psf No ATLNC 1012.01-16R
Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
XX O/S Glazed 6'0"x 6'8" +501-50 3.75 psf 46.0 psf a No ATLNC 1012.01-16R/W-1813/W-1843
Double 3/4-Lice Max 8.25 psf 3/8.25 psf 5 Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
XO/OX I/S Glazed 6'0"x 6'8" +501-50 0 psf Door-No ATLNC 1012.01-16R
Single w/Sidelite 3/4-Lite Max Sidelite-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.75 psf'/6.0 psf 2 Door-No ATLNC 1012.01-16R/W-1813/W-1843
Single w/Sidelite 3/4-Lite Max 8.25 psf 3/9.0 psf 5 Sidelite-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXO I/S Glazed 910"x 6'8" +501-50 0 psf Door-No ATLNC 1012.01-16R
Single w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXO O/S Glazed 910"x 6'8" +50/-50 3.75 psf 46.0 psf z Door-No ATLNC 1012.01-16R/W-1813/W-1843
Single w/Sidelites 3/4-Lite Max 8.25 psf3/9.0 psf5 Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXXO I/S Glazed 12'4"x 6'8" +501-50 0 psf Door-No ATLNC 1012.01-16R
Doable w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXXO O/S Glazed 12'4"x 6'8" +501-50 3.75 psf 1/6.0 psf z Door-No ATLNC 1012.01-16R/W-1813/W-1843
Double w/Sidelites 3/4-Lite Max 8.25 psf 3/8.25 psf 5 Sidelitse-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
I-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro T4 Threshold 6-Denotes HP 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: ��
LO
CA: 00
�1 MASONITG 199'MAX. OVERALL FRAME WIDTH O
0 00
21" MAX 36.375" MAX. 21" MAX -r Q t0
3/4-LITE FIBERGLASS DOOR UNIT O.L.O. PANELWIAS AGT ~� D.L.O. ��FRAME WIDTH z =1
&-S"DOUBLE DOOR WITH/WITHOUT SIDELITES I
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GENERAL NOT s { } Lu 0'Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I I z a
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM _j Ln U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. p cry F--
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), `-
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. °p X Ci r.O Q W
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 03
Jp
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
z
4. POLYURETHANE CORE FLAME SPREAD INDEXOF 50 I 41
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 11
5, PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME ! U
SELF IGNITION TEMP. ASTM D1929 7.5 'F > 650 'F 0.7 'F > 650
RATE OF BURNING ASTM D635 0.56 IN MIN 0,77 IN/MIN
SMOKE DENSITY ASTM D2843 53.4% 13.4%
"J
TENSILE STRENGTH- ASTM D636 3.2% DIFF 7.1% DIFF NI ql
w
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT jg
SELF IGNITION TEMP ASTM D1929 779 'F > 650'F C3 o
RATE OF BNG ASTM D535 0.0 IN MIN
SMOKE D BURNIURNI ASTM D2843SITY
DDUELE DQQR UNIT W/SIDELI7ES as 0.1
TENSILE STRENGTH- ASTM D638 3.6% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING N V m
4500 HOURS XENON ARC METHOD 1
N
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fff i i I p m p
• ,• oa�
Z
w w O
e® UW in N
®® 0® L===J( ll 11 ®® ®®11 I I ®® ®®
I
SGLF D00R UNLT 00 B Off S1NGJ E OQOR UNff SINGLE DOOR UNIT SINGLE ODOR UNIT W SI 44UBLE�(�OR UNtT W�SIDELfTFS co N N
W a'
WITH SIDELITE Ami-S10€LIT
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CON FIG MAX WIDTH OUTSWING INSWING BUMPER O S Z-SERIES O S I HP O S T4 O S HIGH DAM O S U m¢Z
X 37.5 +50.0 -50.0 +50.D -50.0 N A +25.0 -25.0 +40.0 -40.D +50, -50.0 +5D.0 -50.0 +50.0 -50.0
+ . - +50.0 I -50.0 N A +25.0 -25.0 !+40.0 -40.D N A +50.0 -50.0 +50.0 -50.0
OX or XO 75 +50.0 I -50,0 +50.0 -50.0 N A +25.0 -25.0 i+40.0 -40.0 N/A +50.0 -50.0 +50.0 -50.0 DATE 4 26 17
OXO 112.5 +50.0 -50.D +50.0 -50.0 IPA +25.0 -25.0 +40.0 -4D,D N A +50.D -50.0 +50.0 -50.0
OXXD 149 +50.0 -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -4D.0 N A +50.0 / -50.0 +50,0 -50.0 � sGue N.T.S.
DWG.er: SWS
TABLE OF CONTENTS A&6rdntoMA i cm ay:
SHEET $ DESCRIPTION - y (}p, / KURT BDA P.E. DRAWING NO:
FLORIDA P.E.
1 TYPICAL ELEVATIONS & GENERAL NOTES RaAaYBd@(. DWG-MA-FL0193-17
2 (ANCHORING LOCATIONS & DETAILS MRm;fin a 1� Jf56533
3 ANCHORING LOCATIONS & DETAILS sN�r t of 3 J
c Do
6"- SEE DETAIL -3"
.E" 3" Q
3
3 "
—� " I -3" 3" cl�-
r
p
cr-I F- O U
lII1 a
c` M. L!J
w w
a a SEE DETAIL I C (!)
SEE DETAIL
"C. _ - w w ( - SEE DETAIL
H1 8 B "C"
Ooc
A O B 1 g n G fif
_ n
Y N
3" a
m
6 6
Ail3" I I I S o c,
U
_ -{I I _
3" 3" -3" 3" ul 3" - 3" 6" -I f 6" 0
6. Q.
SEE DETAIL -6" #8 x 2"
"F" ASTRAGAL RETAINER BOLT HOLE
7
MUST BE DRILLED THROUGH
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE
9
#10 x 5/8" j STRUCTURE DEEP ENOUGH
1 #8 x 2" #10 x I" DETAIL "E" ASTRAGAL FOR A 1.375" THROW o
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL =w z
#10 x I" STRIKE PLATE TO FRAME w a On
#10 x 5/8"
AS SHOWN. a j
DETAIL "C" Im
DETAIL"): 7•OR 1/7'mum QAss r OR 1/27 NWtAim MASS i DO^WW
DECORAM HsERr DECORATIVE IYSAT h 1-
1 HOT YEV (GP7I&OL) HOT YM (OPTIONAL) N CV
0.962� Eusrantti� �•-_.oRs1•mP. UASM."�, �—.mz4•Tw.
1.375; � T r—�"iIta 1.43'" ��-+�.� to x R-i/r pHs /s x r ns
9�.�`---� I J Fd/M,FNL,OR YETK SPACER I el+Rrl.TqW,a YEru svA.�x y..,
HOT MOLT """ 1/Y SITE NOT YL7.T �v-v4 R/T B� O
INSWING THRESHOLD BUMPER O/S THRESHOLD HP O/S THRESHOLD °��� E T.w 0°a z
mom1 CAL GLAZING DETETAIIL ~ i u
AL RNA .I A7IN• D TAI DAB' 4 26 17
I I
1.482" w 1.75"E;�Jj 1.04T 1.437"
1 - NON-iMPA T a s NpN-IMPACT GLAS _ ScnLE:
N.T.S.
DWG.BY. SWS
T t T ce7l isatlonNc�Z,
cm.BT:
Z-SERIES O/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 O/S THRESHOLD � Si' DRAWING NO,
DWG—MA—FLO193-77
SEE DETAIL 6" — 6" Il Op
"E" SHT. 2
_TF -1 �I- I I I�-I.__-� 1 I I I _I I =I
I � 6" 6" 6
I M — " EE
U i �
W
a SEE DETAIL Lo U
— — "D" SHT. 2 — _ N
SLu
EE DETAIL o I
"C" SHT. 2
` o n w 9
6
{ 0
►- I i I ► LI ► II Ii i �
3" ICE
ii I rn o as
Add�ldnioNM r-3" 3" — 3"s, 6" 3- I-3"
SEE DETAIL UI
cedf ow Wp. "F" SHT. 2 6"—y _ 6" o
2 -HARDWARE SCHEQUL a a�
ATTACHMENT DETAIL 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N N m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE 125" 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN _ _0.25" a
FASTENER .RATING`FROM THE DIFFERENT FASTENERS Max 1"x1/2" CORRUGATED J�tOX2" WOOD SCREW I
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM y— 3' FROM EACH END 6" FROM EACH END d cn
IN AND 7" OC AND 12" OC x z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-� MIN s. w o
#10 WOOD SCREWS, 1 4' TAPCONS, AND #10 TEK SCREWS. _ °"' _0.25" 1 w a
A PHYSICAL SHIM MI�SN SHIM SPACE AT EACH "� SHIM ACRYLIC pd
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL—� �� � r ACRYLIC rl
DISTANCE MIN 1/2". ANCHOR INSTALLATION ;:'' LATEX DO
,.,;.. CAULK CL Ll
-- r (V N aO
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO n
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50" •` . " ANCHOR A MULLION (BOXED) MULLION (BOXED)
1�3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25"L MAX (3) $1Ox2-1/2" (4) #lOX2-1/2" mad
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WOOD SCREWS WOOD SCREWS Iz
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE f EACH END EACH END
MINIMUM EMBEDMENT OF 1-1/4 r DATE: 4/26 77
`� L-O
®' scaleN.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO =�'
Dwo.BY: SINSTRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ®® CHK.BY:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS ANCHOR INSTALLATION DRAWING ND.:155 L$S. INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO193-17
_ MULLION (CHS) MULLION (CHS) SHEET 3 ov 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008B
434-688.0609 Date: 10/10/2017
rllomasgd,lrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(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 7th edition(2020).
Anchor capacity in shear condition:
Solid members w/6 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: 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:Spruce-Pine-Fir(G=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: Fc = 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 Made III„ Mode III, Mode IV
qm= 636.5 Ibs/in qs= 884 Ibs/ir,. A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 Ibs P= ' 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 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 Mm= 46.8 in-Ibs
Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Kb= 2.400 Ko= 2.400 Ka= 2.400
Duration Factor: Ca= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCb): 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 4.00
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 Ibs/anchor(per interpolation when needed)
rGSTener Type; X10 I EK 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 reaufred anchors
36.38 36.38 Design pressure: 60.0 psf
��
Al AT Area Load Ind. Max. Anchor
Zone 2 O.L. Cap. Load Result
Az I�I IIA2 79.25 (ft) (Ibs) (in) (in) (Ibs) 4ty (Ibs)
AAl Ar 2.3 138 N/A N/A 155 1 138 OK
A2 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf ``�`��
Max. Anchor �� R• L 0 /J
Al Y Y Al Area Load Ind. � ,,s • • • .
Zone O.C. Cap. Load' Result \ � • •
(>`t2) (Ibs) (in) (in) (Ibs) Q (Ibs) `ti•'�\C+E 1V,9
��S -i
I 79.25 Ai 2.4 146 N/A "N/A 155 1 146 OK `*0
A A4 Aa Al A2 7.9 473 6.00 21.00 155 5 95 OK = • os *-_
t A3 7.8 468 N/A N/A 155 4 117 OK ' (' • •
147.75 A4 2.3 138 N/A N/A 155 1 138 OK TAT OF '40`
A5 7.7 463 N/A N/A 1 155 1 3 154 1 OK /0 • • �[/�.
c�':c�0 RID':_
AL`�aG���
Luis R. Lomas P.E.
FL No.:62514
1 of 4 9/2/2020
'L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 51400813
434-6e8-0609 Date: 10/10/2017
rl lom as Ll rlomasoe.corn
Anchor Locations:
Double door
36.38- 36.138
6.00 TYP. 6.00 TYP. 18.19 TYP.--�7
3.00 TYP.
6.00
1
MAX
O.C.
79.25
6.00
�0 TAT y0hFvw-z,4
/ONA��
lIII
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008B
434-68e-0609 Date: 10/10/2017
rIlOMaS65,)I domaspe.com
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 7YP.
6.001'1'P. 6.00 TYP. 18.19 TYP.
3.00 7YP.
6.00
18'
MAX
O.C.
79.25
I
I '
6.00
0��//�
• • ¢`
TAT 0 F • cc,
jss/OMAlI II 10�G`�\
Luis R. Lomas P.E.
3 of 4
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008B
434-686-0609 Date: 1 0/1 012 0 1 7
r1Iomas6a_)1riomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
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.
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 THERESPONSIBILITY
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.
N�J�S R L 0�'/��i
. .
*• 0 *=
,a'
o TAT9 OF
• . �,
ONALIE�G`�\
Luis R. Lomas P.E.
4 of 4 FL No.: 62514
9/2/2020
Z. Roberto Lomas P.E.
1432woodrordRd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514012B
434-686-0609 Date: 1 0/1 012 0 1 7
rllomas(cbl domaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(composite 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 7th edition(2020).
Anchor capacity in shear condition:
Solid members w/3 w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NOS 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: Fyb= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t,u= 1.500 in
Side member dowel bearing strength: Fes= 10,000 psi Main member dowel bearing strength: Fe = 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= I.140 in
Model, Mode I, Mode II Mode III Made III, Mode IV
qm= 636.5 Ibs/in qs= 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 Ibs P= 1900 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0,000
Kb= 2.400 Ka= 2.400 C: -681.799 C: -253.623 C: -521.824.. C: -93.6
Z•= 302 Ibs Z,= 792 Ibs P= 510 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Ka=, 2.400 P= 324 Ibs P= 529 Ibs P= 299 Ibs
Min.Design value: Z= 125 Ibs Z= 212 Ibs Ka= 2.400 Ka= 2.400 Kb= 2.400
Duration Factor: Co= 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs
Allowable Design Value(ZCo): Z.= 199 Ibs/anchor
Fastener type: 1/4Ir1V Tepcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 1 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 Ibs/anchor(per Interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,"section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 in'
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F. 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material:Vinyl PVC Main member material:6063-T5 aluminum
Thickness: tj 1.000 in Thickness: tz 0.052 In
Ultimate tensile strength: FNj 14 ksi Ultimate tensile strength: FN2 22 ksi
Nominal strength per bearing(side member):Rn=21)tjFN1 Rni= 5320 Ibs (Eq J.5-12)
Nominal strength per bearing(main member):Rn=2DtzF,u2 Rn2= 435 Ibs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t21D)112F,u2 Rn= 478 Ibs (Eq J.5-13)
Nominal screw shear strength:Rn=ArF,,/1.25 Rn= 654 Ibs (Eq J.5-14)
Safety factor: n=3
Allowable shear and bearing capacity: P. 145 Ibs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI 5100-16 and AISC 2017)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,u 54.0 ksi
Screw root area: A. 0.0151 in' Per table J3,2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material:Metal framing
Thickness: t, 1.000 in Thickness: t2 0.0.. '-
Ultimate tensile strength: F, 14 ksi Ultimate tensile strength: Fuz \�`,,
Nominal strength per tilting:Rn=4.2(t23D)"'Fu2 Rn= 1001 Ibs (Eq E4.3.1-1) ��,
o.
Nominal strength per bearing(side member):Rn=2.7DtjF„i Rnl= 7182 Ibs (Eq E4.3.1-2 and-4) �: • • ' !j• 'dJ�
Nominal strength per bearing(main member):Rn=2.7DteFu2 Rn2= 1280 Ibs (Eq E4.3.1-3 and-5) • `C IV S • CP
•
.� Nominal screw shear strength:Rn=A,F,u/1,25 Rn= 654 Ibs � • V �
Safety factor: a=3 +1.*• t�M ••*r
Allowable shear and bearing capacity: P. 218 Ibs/anchor w • -_
Minimum anchor capacity: 145 Ibs/anchor ..rrtt TAT
tr
Note:Anchors with the least capacity is used forcarculations to qualify anchors with higher capacity. .0 • i A 1 O F •��
&/WIVAL,EN\��`
Luis R. Lomas P.E.
FL No.:62514
1 of 4 9/2/2020
'L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC.27023 Report#: 514012B
434-688-0609 _ Date: 10/10/2017
rllornas aWrlornasoe.corn
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
fi- t-� Max. Anchor
Al At Area load Ind-
A IYv Zone z O.C. Cap. LoaEResult
I Az 79 25 (ft) (Ibs) (in) (in) (Ibs) (IbsA Ai 2.3 138 N/A N/A 145 1 138AZ 7.7 463_ 6.00 21.00 145 5 9372.75 A3 7.7 463 N/A NLA 145 4 116
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
�A/l A4 A4 Al Zone z O.C. Cap. Load Result
I Y I Y Y� (ff) (Ibs) (in) (in) (Ibs) ari (Ibs)
A3 M A3 j 79.25 At 2.4 146 N/A N/A 145 2 73 OK
At Aa A4 /Att Az 7.9 473 6.00 21.00 145 5 95 OK
A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A4 2.3 138 N/A N/A 145 1 138 OK
A6 7.7 463 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
I
18"
MAX
O.C.
79.25
6.00
�`�•vac,E N qF.'9_CP
• � 57 � it-
TAT 4 F ;v�i
0RI'D
�O 1 NAL�0����
Luis R. Lomas RE,
2 of 4 FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012B
434-688-0609 Date: 10/10/2017
rllomas(o)lrlomasne.com
Double door with sidelites
37.50 36.36 36.38 37.50
18.751YP,
6.00 TYP. 6.00'fYP. 18.19 TYP.
3.00 TYP,
6`..0'00
I
18"
MAX
O.G.
79.25
8.00
Al
r ♦ ` • �1
VATE OF ,.
0 .
50RItiE:
Luis R. Lomas P.E.
FL No.:62514
3 of 4 9/2/2020
L. Poberto Lomas P.E.
1432WoodfordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012B
434-686-0609 Date: 10/10/2D17
f I IomasCo7lrlomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 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 MAYBE 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.
4 of 4 FL No.:62514
9/2/2020