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Product Aooroval Menu>Product or Aonhcation Search>Anoli a ion List>Application Detail
FL# FL22363
Application Type New
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
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
Address/Phone/Email
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
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online
r
Product Approval Method Method 1 Option A
1
Date Submitted 05/16/2017
Date Validated 05/22/2017
Date Pending FBC Approval
Date Approved 05/29/2017
,.+.. Summary of Products
FL# Model, Number or NameDescription
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 RO C CAC NIO13717.17.oddf
Approved for use outside HVHZ:Yes (Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FL0187.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. 3'-0"x 6-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris l FL22363 RO AE 514010-pd
Region. See DWG-MA-WL0187 for details. FL22363 RO AE 514 ,t4.pdf
Created by Independent Third Party: Yes
22363.2 Fiberglass Side Hinged Door Unit 6'-8" Opaque O/S Single Door
f 1 Limits of Use 'Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 RO C CAC N1013717.17.odf
A roved for use outside HVHZ: Yes
pp Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO187.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:
t s 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 RO AE 514010.pdf
Region. See DWG-MA-WL0187 for details. `L')2367 RC A= 514014.odf
Created by Independent Third Party: Yes
WE
' 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
Approved for use in HVHZ:Yes FL22363 RO C CAC NIO13717.17.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes
05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO187.[L
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
`S� 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 RO AE 51.4010.[df
Region. See DWG-MA-WL0187 for details. FL22363 RO AE 514014 odf
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
Limits of Use Certification Agency Certificate
' Approved for use in HVHZ: Yes FL22363 RO C CAC NIO13717.03.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
r Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
-M � Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO189.Rdf
'^ 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. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
q system required in HVHZ and the Wind Borne Debris Region. FL22363 RO AE 514008.E
See DWG-MA-WL0189 for details. FL22363 RO AE 514012.pdf
Created by Independent Third Party: Yes
Y _
�m 22363.5 Fiberglass Side Hinged Door Unit 6' 8" 3/4 Lite Glazed I/S or O/S Single or Double Door w/ or
A3
w/o Sidelites
hup:-www.floFidabtiilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRgXziQD4hv8rE4HgP6ZH17gg%3d°/a3d[9/5/2017 1:14:01 PM]
Florida Building Code Online
A Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 22363 RO C CAC NIO13717.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
;� Impact Resistant: No 05/31/2021
' Design Pressure: +50/-50 Installation Instructions
k - Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO193.odf
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
3 ^" system required in HVHZ and the Wind Borne Debris Region. FL22363 RO AE 514008.12
See DWG-MA-WL0193 for details. FL22363 RO AE 514012.odf
Created by Independent Third Party: Yes
............. ..._.......
22363.6Fiberglass Side Hinged Door Unit 6'-8" Impact Glazed I/S or O/5 Single or Double Door w/or
W/o Sidelites
Limits of Use Certification Agency Certificate
s Approved for use in HVHZ: No FL22363 RO C CAC NIO13717.05.1�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
° a Impact Resistant:Yes 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO195.adf
ter: 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 RO AE 514008.odf
' m DWG-MA-WL0195for details. FL22363 RO AE 514012.odf
Created by Independent Third Party: Yes
22363.7 Fiberglass Side Hinged Door Unit 8'-0" Opaque I/S Single Door
F
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NIO13717.18.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO188.12df
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
,V system required in HVHZ, but not in the Wind Borne Debris FL22363 RO AE 514009.pdf
Mfr =Region. See DWG MA WL0188 for details. FL22363 RO AE 514013.odf
Created by Independent Third Party:_ Yes
........................
22363.8 Fiberglass Side-Hinged Door Unit 8'-0" Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NIO13717.18.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
x � Impact Resistant:Yes 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FL0188.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. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 RO AE 514009.odf
`ro Region. See DWG-MA-WL0188 for details. FL22363 RO AE 514013.Ddf
*f 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
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CACNIO 3717 1
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
rA LY # Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FL0188.1Ldf
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
K system required in HVHZ, but not in the Wind Borne Debris I FL22363 RO AE 514007.12df
Region. See DWG-MA-WL0188 for details. FL22363 RO AE 514011 odf
Created by Independent Third Party: Yes
_.... .............. _. ........... ------------------------------ ----- _._........... ............. _
'
[22363.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/ or w/o
Wi " Sidelites
t .: =
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Flonca Building Code Online
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 RO C CAC NI013717.08.od
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 1 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO190.[L
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 RO AE 514007.0
See DWG-MA-WL0190 for details. FL22363 RO AE 514011.pdf
Created by Independent Third Party: Yes
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 RO C CAC N1013717.09.pd
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO196.odf
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See 1 FL22363 RO AE 514007.pdf
DWG-MA-WL0196 for details. FL22363 RO AE 514011.pdf
Created by Independent Third Party: Yes
2236 3.12 Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 RO C CAC NI013717.09.r)d
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +45/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FL0196.[L
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 RO AE 514007.odf
DWG-MA-WL0196 for details. FL22363 RO AE 514011.udf
Created by Independent Third Party: Yes
22363.13 HPC Fiberglass Side Hinged Door 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
....... _.__ _
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes I L22363 RO C CAC NI013717.0/ odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +47/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FLO192.Ddf
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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and in the Wind Borne Debris Region. I FL22363 RO AE 514007.odf
Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 RO AE 514011.Ddf
details. , Created by Independent Third Party: Yes
22363.14 HPC Fiberglass Side-Hinged Door 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
a Approved for use in HVHZ:Yes F1_22363 RO C CAC NI013717.02.Ddf
#2 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
$` Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 RO II FL0191.pdf
T Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation & Management Institute
!r 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 RO AE 514008.pdf
} Door top rails stamped "HPC". See DWG MA-WL0191 for FL22363 RO AE 514012.odf
- details. Created by Independent Third Party: Yes
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NOTICE OF PRODUCT CERTIFICATION
�V CER
CER7JF�
.'DCompany: Masonite International Corporation Certification No.: NI013717.17
1955 Powis Road Certification Date: 05/12/2017
West Chicago,IL 60185 Expiration Date: 05/31/2021
IV IZ
*, Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frame"unless noted)
^tEDP11 Specification: TAS 202-94/ASTM E330-02/ASTM E1886-05/ASTM E1996-09
Impact: Wind Zone 4-Missile Level D 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
NAM I's Certified Product Listin at N.w�e.Namicertiffcation.com. NAM I'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&
Uutswing Opaque 7ze Pressure ressure Kated Comments
X I ti Opaque 3'0"x 6'8" +60/-65 0.0 psf 1'cs NCTL-210-3835-1 W-1813
Lm Q4i1_ W� 11
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
tiingle 6.0 psf' Maximum Panel Size:3'0"x 6'8"
8.25psf' Anchor Details-MA-FL0187-17
XX I/S Opaque 6'0"x 61" +50/-50 0 psf Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
XX O/S Opaque 6'0"x 6'8" +50/-50 3.75pst Yes ATLNC 0831.01-16/ATLNC 0901.02-16,W-1813
Double 6.0 psf' Maximum Panel Size:3'0"x 6'8"
8.25psf' Anchor Details-DWG-MA-FL0187-17
XO/OX I/S Opaque Door 6'0"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
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-FL0187-17
XO/OX O/S Opaque Door 6'0"x 6'8" +50/-50 3.75 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813
Single w/Sidelite Glazed Sidelite 6.0 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25psf' Anchor Details-DWG-MA-FL0187-17
OXO I/S Opaque Door 9'0"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8';'Sidelite:3'0"x 6'8"
Anchor Detail s-DWG-MA-FL0187-17
OXO O/S Opaque Door 9'0"x 6'8" +50/-50 3.75 pst Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813
Single w/Sidelites Glazed Sidelite 6.0 psf: Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25psf' Anchor Details-DWG-MA-FL0187-17
OXXO I/S Opaque Door 12'4"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Double W/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 61"
Anchor Details-DWG-MA-FL0187-17
OXXO O/S Opaque Door 12'4"x 6'8" +50/-50 3.75 pst Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813
Double w/Sidelites Glazed Sidelite 6.0 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
8.25psf' Anchor Details-DWG-MA-FL0187-17
1-Denotes Bummer Outswing Threshold 2-Denotes ZSeries Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haye VA
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
� Ln
1111 MASONITC. 149"MAX. OVERALL FRAME WIDTH 000
°p
FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. LO
D.L.O. PANEL WIDTH 37.5" MAX. ¢ O
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES IN/ASTRAGAL FRAME WIDTH J
GENERAL NOTES 3 O
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® W O Q
Qc
THE FLORIDA BUILDING CODE AND WHERE PRESS
URE Z �U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. W In U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lr)
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), m cl! O H-
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ^ 9 (n
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, Q LL.I
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), O
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED Mci 1 90 0
syls
PANELSON C
4. POLYURETHANE CO COREFLAMEINDEX OF 50
a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP ASTM D1929 752'F > 650 'F 1 842 'F > 650 'F
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN
SMOKE DENSITY ASTM D284370.2%
TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): J o
TEST DESCRIPTION DESIGNATION RESULT o
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F DOUBLE DOOR UNIT W/SIDELITES a a
RATE OF BURNING ASTM D635 0.0 IN MIN
SMOKE DENSITY ASTM D2843 39.09. Adderw'umIoNAMI
TENSILE STRENGTH- ASTM D638 3.67. DIFF :/✓///J
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING cafi allon No..AY__�Ij�1T
4500 HOURS XENON ARC METHOD 1 Reviewed R'6
Date Renew r
® ® o
0 �j D L Ll 0 0 11 L_j u 0 L___j
1� I 10 0] L
DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIOELI7E WITH SIDELITE iWHERE WATER INFILTRATION PERFORMANCE IS -1E: 4/26/17
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
kAAVUTSWING INSWING BUMPE 0 S Z-SERIES 0 S HIGH DAM 0 S /�.�'; sulci N.T.S.
SHEET it DESCRIPTION X 37.5 +60.0 -65.0 60.0E-5
N A +25.0 -25.0 +40.0 -40.0 +60.0 -60.0 D m.BY: S�
1 TYPICAL ELEVATIONS & GENERAL NOTES 50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.0 -50.0 +50.0N A +25.0 -2 .0 +40.0 -40. +50.0 CHK.
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.0 +50.0 N A +25.D -25.0 +40.0 -40.0 +50.0 -50.0 KURT BALTHAZOR DrtAwinc no.:
XXO 149 +50.0 -50.0 + 0.0 N A +25.0 - 5.0 +40. -40.0 +50.0 -50.0 FLORIDA P.E. OWG-MA-FL0187-17
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ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
#8 x 2 #10 x 5/8" THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
8 x 2" #10 x 5/8" FOR A 1.375" THROW
# #10 x I" DETAIL "E" ASTRAGAL
DETAIL "F" ASTRAGAL z
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#10 x 2-1/2' #10 x 1" ATTACH ASTRAGAL RETAINER BOLT N
STRIKE PLATE TO FRAME
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HARDWARE SCHEDULE
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" 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN "• _0.25"
SIGNED AND SEALED BY ROBERTO LOMAS, PE MAX t- Ro CORRUGATED 6* FROM M EACH SCREW
SHIM 3" FROM EACH END 6" FROM EACH END to
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL_I �` AND i oc AND 12' oc N
FASTENER RATING FROM THE DIFFERENT FASTENERS W
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC F,
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1_1A" TAPCnNS A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK ,CL w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". o
WOOD SCREW EDGE DISTANCE MIN 3/4".
. t COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MSN' MULLION (BOXED) MULLION (BOXED)
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT D.25"
/ MAX (3) #10X2-1/2" (4)) 8/I10X2-1/2" Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS W06D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". EACH END EACH END
CL— �— DATE: 4126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ,;' • sc&E: N.T.S.
TRANSFER LOADS TO STRUCTURE. ® DWG.W: Sws
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK • ®® D"K' G
ANCHOR INSTALLATION oma N0'`
INTEGRAL WOOD INTEGRAL WW owc-www-no187-77
MULLION (CHS) MULLION (CHS) SHEET —L oil
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514010
434-688-0609 Date: 05101/2017
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/d 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: Fy�= 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: Fpm= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode I, Mode I, Mode II Mode IIIA, Mode III, Mode IV
qm- 636.5 lbs/in qs= 884lbs/in A: 0.0007 A: 000096 A 000107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 8. 0.57 B: 0.5 B: 0.000
KD= 2.400 Ko= 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
Ka= 2.400 p= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs KD= 2.400 KD= 2.400 Ka= 2.400
Duration Factor. Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
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: 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: F,= 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: F.= 4,650 psi Main member dowel bearing strength: F,,,,= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode I, Mode I, Mode II Mode III,. Mode III, Made IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Zm= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 KD= 2.400 Ka= 2.400
Duration Factor: Ca= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCa): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon 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
N\\
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \\\ `\S
Actual spacing: 3.00 in Reduction factor: 0.91 V• C E • 7 �j
Allowable Design Value(ZfA,)' Z.. 155 lbs/anchor N. (P
�' �\ SF •
Minimum anchor capacity: 155 lbs/anchor =*• 0 �OF
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. �0 TA
Anchor calculations,minimum required anchors / • CQ • �/
36.38 Design pressure: 85.0 psf �jj��s. , 0
Max. Anchor
Area Load Ind. ,S�oAI A
Q' Zone O.C. Cap. Load Result // NA \\
Y 79.25
(ft') (lbs) (in) (in) (lbs) 4 (lbs)
' A2 A, 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
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
_oras:�Irlomaspe com
Anchor Locations:
�- 36.38
18.19
6.00 TYP. 6.00 TYP.
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
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
-,,\\��tt�' O
B.CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. \� �cj R L
C MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. .0 E
D. METAL STRUCTURE STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI N. \ s� ,
05THICK MINIMUM � 51
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
:10�, TAT OF
S/ONAL1E ���
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report* 514014
434-688-0609 Date: 051`01/2017
rllomas dC lrlomaspe c--�
Test Report: N/A
Product: Single door 3'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.
Anchor capacity in shear condition:
Solid members w/a 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: 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: tm= 1.500 in
Side member dowel bearing strength: F•,= 10,000 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= 1900 lbs/in A: 0.0005 A: 0.00066 A: 000092 A: 0.001
P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 Ko= 2.400 C: -681.8 C: -253.62 C: -521.82 C: -93.6
7-= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 KD= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 135 lbs Z= 221 Ibs Z= 125 lbs
Allowable Design Value(ZCo): Z'= 199 lbs/anchor
Fastener type: 1/4"ITW Tapcon NO 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
Actual spacing: 3.00 in Reduction factor: 0.91
Allowable Design Value(Zf_): Z"= 155 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per 2010 Aluminum Design Manual,section J.5.6)
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: Fn 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 akiminum
Thickness: t, 1.000 in Thickness: tZ 0.052 in
Ultimate tensile strength: Ft,,, 14 ksi Ultimate tensile strength: F, 22 ksi
Nominal strength per bearing(side member): Rn=20t,Ftu, Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member): Rn=2Dt2F,,,2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t23D)""F,,,2 Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,F,,,/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: o= 3
Allowable shear and bearing capacity: P- 145 lbs/anchor
Fastener type: #10 Self topping screw (Calculations per AI5I-5100-07,sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F, 54.0 ksi
Screw root area: A, 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 1-*
Side member material: Vinyl PVC Main member material: Metal from
Thickness: t, 1.000 in Thickness: t2 ��� S R•• L 0
Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: FEZ �� J\• • • • .,� //
Nominal strength per tilting: Rn=4.2(t23D)1r2Fs Rn= 1001 lbs (Eq E4.3.1-1) �/•• \GENS
Nominal strength per bearing(side member): Rn=2.7Dt,F,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) ` • r
Nominal strength per bearing(main member): Rn=2.7Dt2F 2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) *• n51 Af
•
Nonviral screw shear strength: Rn=ArF,,,/1.25 Rn= 654 lbs � �
Safety factor: o= 3 � • ���TO : t
Allowable shear and bearing capacity: Pa: 218 lbs/anchor 1 r `
Minimum anchor capacity: 145 lbs/anchor /���. ��0�,oQ+•\j►\\\
i • . . G
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. ///ZONAL
ZO f
X7A/0111111100
Luis R. Lomas P.E.
FL No.: 62514
1 of 2 5/3/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514014
434-688-0609 Date: 05/01/2017
Anchor calculations.minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
A� Zone (ft)2 (lbs) (in) O.C. Cap. Qty Load Result
Y
� 79.25 (in) (lbs) (lbs)
At 2.3 195 N/A N/A 145 2 98 OK
At AZ 7.7 656 6.00 18.00 145 5 131 OK
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
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 P, Ll0
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. �\ J.' G E N "9 ��
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING � S� 1_
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE * 'C?��F ,441
* —
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. = 4-. T
4. ALL FASTENERS TO BE CORROSION RESISTANT. _-
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR �� AT `MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN i0 . •• \
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: • �(
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42B.CONCRETE: •• R
IC.MASONRY:HOLLOW/FILLED FILLLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. /IMUM COMPRESSIVE STRENGTH OF 2,000 PSI. /� 011 11 1
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM Luis R. Lomas P.E.
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE FL No.: 62514
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
2 of 2 5/3/2017