HomeMy WebLinkAboutProduct approvals 9/24/2020 Florida Building Code Online
BCIS Home I Log In I User Registration ' Hot Topics I Submit Surcharge I Stats&Facts ( Publications Contact Us I, BCIS Site Map' I Links Search, '
Florida
VON 1111111 Product Approval
p� USER:Public User
r
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22363-R5
Application Type Revision
Code Version 2017
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 0
Product Manufacturer Masonite International
Address/Phone/Email 195S 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
Product Approval Method Method 1 Option A
Date Submitted 01/25/2019
Date Validated 02/25/2019
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7RoByOHRga2pQyiOfQKBIkVjnFjOV8Q%3d%3d 1/4
9/24/2020 Florida Building Code Online
Date Pending FBC Approval
Date Approved 03/05/2019
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 R5 C CAC NI013717.17-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 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 FL22363 R5 AE 514010A.pdf
Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.pdf
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 R5 C CAC NI013717.17-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 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 FL22363 R5 AE 514010A.pdf
Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.pdf
Created by Independent Third Party:Yes
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 R5 C CAC NI013717.17-R2.pdf
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 R5 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. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514008A.pdf
Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514012A.pdf
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 R5 C CAC NI013717.03-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 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:
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.pdf
See DWG-MA-WL0189 for details. FL22363 R5 AE 514012A.pdf
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
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RS C CAC NI013717.04-R2.pdf
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 R5 II F1_0193.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 R5 AE 514008A.pdf
See DWG-MA-WL0193 for details. FL22363 R5 AE 514012A.pdf
Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkVjnFjOV8Q%3d°/a3d 2/4
9/24/2020 Florida Building Code Online
22363.6 Fiberglass Side-Hinged Door Unit 6'-8"Impact 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: No FL22363 R5 C CAC NI013717.05-R3.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 R5 II FL 0195.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:
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514008A.pdf
DWG-MA-WL0195 for details. FL22363 R5 AE 514012A.pdf
Created by Independent Third Party:Yes
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 R5 C CAC NI013717.18-R1.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 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 R5 AE 514009A.pdf
Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.pdf
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 R5 C CAC NI013717.18-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 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 R5 AE 514009A.pdf
Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.pdf
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 R5 C CAC NI013717.18-Rl.pdf
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 R5 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. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514007A.pdf
Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514011A.pdf
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
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.08-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0190.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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514007A.pdf
See DWG-MA-WL0190 for details. FL22363 R5 AE 514011A.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 R5 C CAC NI013717.09-112.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkVinFjOV8Q%3d%3d 3/4
9/24/2020 Florida Building Code Online
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 R5 II FL 0196.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:
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514007A.pdf
DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.pdf
Created by Independent Third Party: Yes
22363.12 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed C/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R2.pdf
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 R5 II FL 0196.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:
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region.See FL22363 R5 AE 514007A.pdf
DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.pdf
Created by Independent Third Party: Yes
22363.13 HPC Fiberglass Side-Hinged Door 8'-0"Glazed I/S or C/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.07-R1.01f
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 R5 II FL0192.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 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and in the Wind Borne Debris Region. FL22363 R5 AE 514007A.pdf
Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 R5 AE 514011A.pdf
details. Created by Independent Third Party: Yes
22363.14 HPC Fiberglass Side-Hinged Door 6'-8"Glazed I/S or C/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.02-R2.pdf
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 R5 II F1_0191.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 R5 AE 514008A.pdf
Door top rails stamped "HPC". See DWG-MA-WL0191 for FL22363 R5 AE 514012A.pdf
details. Created by Independent Third Party:Yes
Back Next
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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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:
® _eCheik M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkVjnFjOV8Q%3d%3d 4/4
Design Pressure: +40/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.1)df
Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system not required in the Wind Borne Debris FL22363 R5 AE 514007A.Ddf
Region.See DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.Ddf
Created by Independent Third Party:Yes
22363.12 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 R5 C CAC NI013717.09-R2.Ddf
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 R5 II FL 0196.0df
Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
ressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
pr ective system not required in the Wind Borne Debris FL22363 R5 AE 514007A.Ddf
Reg, n.See DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.Ddf
Created by Independent Third Party:Yes .
2236 .13 HPC Fiberglass Side-Hinged Door 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
imits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.07-R1.Ddf
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 R5 II FL0192.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ and in the Wind Borne FL22363 R5 AE 514007A.Ddf
Debris Region. Door top rails stamped"HPC".See DWG-MA- FL22363 R5 AE 514011A.pdf
WL0192 for 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
Approved for use in HVHZ:Yes FL22363 R5 C CAC N1013717.02-R2.Ddf
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 R5 II FL0191.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ and the Wind Borne FL22363 R5 AE 514008A.13df
Debris Region. Door top rails stamped"HPC".See DWG-MA- FL22363 R5 AE 514012A.Ddf
WL0191 for details. Created by Independent Third Party:Yes
0 0
I
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 I
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:
tr4• ® eC hec
emlm
Credit Card
Safe
i
Ln
1111 MASONITC.
0
HPC FIBERGLASS DOOR UNIT 149•MAX. Eluu FRAME vnDTH
ov J O
8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES Z 21" MAX 36.375' MAX. �
MAX. _O
GENERAL NOTES -D.L.O. PANEL WIDTH FRAME WIDTH ~ �O
W/ASTRAGAL
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO R 0
THE FLORIDA BREQUIREMENTS CILDING ODE
DETERMINED BY ASCEE ESSURE 7,RMINIMUM Lu Q.U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
-_ DOES-NOT EXCEED THE DESIGN PRESSURES LISTED. L`�1L0U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ` Ln
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 0 0
^(/)
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, o
h
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. a
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME cd
SELF IGNITION TEMP ASTM D1929 752 'F >
S 50 'F 42 'F >8.28RATE BURNING ASTM 63 0.56 IN MIN IN/MIN
T28MOKE D3 65 0 'F 3 n a
fzn
53.4% 70.27 $J
TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST
LT
SELF IGNITION DESCRIPTION EMP ASTM D1929 779U F > 650 'F
RATE OF BURNING ASTM D635 0.0 IN MIN o
SMOKE DENSITY ASTM 02843 39.0% p
TENSILE STRENGTH- ASTM D638 3.6% DIFFLL
a a
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 3>-
7. DOOR SLABS MUST BE STAMPED "HPC' ON TOP RAIL, pOUBLE DOOR UNIT W/SIDELIES V m
(N
0 z
n
�w
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES a o
WITH SIDELIE WITH SIDELITE
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S .4 0 .. HIGH DAM 0 S
X 37.5 +47.0 -47.0 +47.0 NA +25.0 T S
-4 . . 0 -47.0 -47.0
+47.0 - 70 +25.0 -25.0 -47.0XX 74 N .
+47.0 -470 40 7.0 -47.0OX or XO 75 A
¢
z
4126117
OXO 112.5 +47.0 -47.0 +47.0 -47.0 N A +25.0 -25.0 +40.0 -40.0 +47.0 -47.0 +47.0 1 -47.0 4r je 09 scALE: N.T.S.
TABLE OF CONTENTS OXXO 149 +47.0 -47.0 +47.0 -47.0 N A +2 .0 -2 .0 +40.0 -40.0 +47.0 -47.0 +47.0 -47.0 DWG.aY: -
__ SHEET DESCRIPTION AGdenBn bNNA CHN.B1:
1 TYPICAL ELEVATIONS & GENERAL NOTES KURT BALTHAZOR
2 ANCHORING LOCATIONS & DETAILS FLORIDA P.E. OH�wwc uo.:
3 ANCHORING LOCATIONS & DETAILS " � J56533 DWG-MA-FL0192-17
-- - --
--_ -- 4 - ANCHORING LOCATIONS & DETAILS - ------- -- --- ----------- -------- - -- - - - - - - -�-- ---- I
SHEET 1 OF 3
u.
y
6- SEE DETAIL 6•
—{ 3• E. �3- Do
D
—1 3• 1 3" 3• 3" r 3" 1— T-
— 6• 6" r
W QQ N — rN Q
I 07 a
- - -,--- > SEE DETAIL _ LT)U
•D• Z L
S — w
N K w _ N
0 O _
I
B g g IY SEE DETAIL
io SEE NO-- •c. o
A N "C• — A H
m
�a
S. 3• Oc c c
Il , r •1 •� , I � o�
0
I- o
3- 3- 3- 3• 3 3. f 3. T� •{ 6• 6" �a a
to !/
SEE DETAIL 6• #8 x 2" 3 m
-F• ASTRAGAL RETAINER BOLT HOLE V)
® MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#8 x 2 #10 x 5/8" STRUCTURE DEEP ENOUGH a
FOR A 1.375" THROW a
#10 x 5/8" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL Z
#8 x 2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT '` g
#10 x 2-1 12 STRIKE PLATE TO FRAME. o V)
0 #10 x 1" AS SHOWN. �
#7 0 x 518"
DETAIL "C"
DETAIL "D" 'wammimmmm r ar r/r urza GAO r ae rrr oauAlcn ails w
(QI WA)Nm17 MC ACNE SOW N O
4 0.962 1 flv r - ELORM4R"', �—ma.iom. UAm-, f .ma.•ma.
1�Q,�, fe x 1-1/a•ne
1.376• '��`� DebRe+EAe is■r ns
ann,roar,a uew sPAaa aims row a�A<sAitm
TT Wr M&T ,1r an HOr kur = am ¢Z
INSWING THRESHOLD BUMPER O S THRESHOLD n"S"UM °AS01Q" K
mrnem immm ummra promos 4 26 17
1 TYPIC4L zLAZING OETAfL ALTERNATE GL4ZING DETAIL Scut: N.T.S.
--_ 1.482• 1.75•ajll.047" NON-1MPAGT GLecS NON-IMPACT GLASS
9�5) ri
catu.sr:
T T 1.437•
T MWMC NO.:
DWG-MA-FLO192-17
Z—SERIES 0/S THRESHOLD HIGH DAM DAM OAS THRESHOLDTHRESHOLDT4 OAS THRESHOLDTHRESHOLD_- _ -- --- - � -- -----------
-— - - --- — SHM 2 OF 4
I
I a
i
26' 26" —
26' — 7.375"
n to
'm
=o
NP
I W a W I
to
N
m rn m
'm
Ul mpm
-=iy W rn C w �y
N r ` N
I 1 I i
I I
W O� Of W
I �
W �
i
I
6' MORE EQUALLY SPACED —6Li4f
CL 37.125"
om
'm
N O
W =m W
N� 1
I �
— w I
I —T W T�
m n w 1
R C%
w
is wI
011
I m
T
I W 4 MORE EQUALLY SPACED
6" m 6•
i
x PRODUCT: f
,W Ie'on a cn MASONITE INTERNATIONAL CORP.
amuIXE DOOR W" 1955 POWIS RD.
PART OR ASSEMBLY:
A 11 27 17 PDATED DA A S S ANCHORING LOCATIONS WEST CHICAGO, IL. 60185
N0. DATE 9Y �DETAILS t
REVISIONS
U O
z o�
o �—
co I
1.25" MIN ° f. ° x ¢ Q MAX1.50"
MIN I " .' f... 0.25" MIN 0.25" c U
MAX MpX
SHIM `SHIM SHIM W L U
CL I I— ,., CL_I I— -.w CL_I I— OLo
F—
H' :.In a •' ca -
TYPICAL MASONRY 1X BUCK MASONRY TYPICAL WOOD BUCK
ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION
kit
z
IE
�nbmmt77Ji � w z
m o
Ad
0
0
a a
3}
ATTACHMENT DETAIL I I N m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE
SIGNED AND SEALED BY ROBERTO LOMAS, PE —
(FLORIDA #62514) WITH THE LOWEST (LEAST) 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o
BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 10-1/2" CENTERLINE. (A
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o g
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 2. 4" X 4" FULL MORTISE BUTT HINGES. o 0
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2". No
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1'X1�2" CORRUGATED #1oX2" WOOD SCREW
3" ROM EACH END 6" FROM EACH END (3) �10X2—g2" (4) N10X2-1 2"
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM AND 7" OC AND 12" oC Wo D SCR E4YS O D SCR ¢z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ACRYLIC EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CAULK ® ® w� 4126117
MINIMUM EMBEDMENT OF 1-1/4". ACRYLIC ® Sc F• N.T.S.
LATEX
4.-- WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK -CL ® a ®® --- DWG•BY, SWS —
TRANSFER LOADS TO STRUCTURE. f cma ar:
COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD INTEGRAL WW DRAWING NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. MULLION
_(BOXED) _MULLION_(BOXED)--- MULLION-(CHS) -MULLION-(GHS)-- DWG_iu=FLo7s2-n
-- -
sHm 4 OF 4