HomeMy WebLinkAboutProduct Approval - entry door glass insert Business • Professional • fQ
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications f Contact Us BCIS Site Map Links Search
.da
"' Product Approval 0J,
Pr USER:Public User ,I� (�
Product Approval Menu>Product or Application Search>Ayplication List>Application Detail gC ���Y/
• FL# FL22513-R2 �(1rp�r
Application Type Revision f� 1/"�,.,�
Code Version 2017 G� &)v
Application Status Approved V
*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
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
Date Approved 04/24/2018 ,
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-Rl.p&
{ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x V-8"max nominal size. When impact Evaluation Reports
resistance is required,hurricane protective system is required. FL22513 R2 AE 514008.pdf
Door top rails stamped "HPC".See DWG-MA-FL0212 for details. Created by Independent Third Party:Yes
22513.2 i Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/5 or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 I1 FL0215.pdf
Building Code,including the High Velocity Hurricane Zane,and ! Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0"max nominal size.When impact ;Evaluation Reports
resistance is required,hurricane protective system not FL22513 R2 AE 514009.pdf
required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
-
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
I where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports
resistance is required,hurricane protective system not required FL22513 R2 AE 514007
on opaque panels,but is required on glazed sidelites.See Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque 0/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes Fl 77513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
1 Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf
on opaque panels,but is required on glazed Sidelites.See I Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit W/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747 06 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pdf
Building Code,including the High Velocity Hurricane Zone,and ! Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x W-0"max nominal size.When impact i Evaluation Reports
resistance is required,hurricane protective system is required. FL22513 R2 AE 514007.pdf
See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
F22513.6 Wood-edge Steel Side-Hinged Door W-8"Opaque I/S or O/S Single Door
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22S13 R2 II FL0211.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513 R2 AE 514010.pdf
k required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes
22513.7 Wood-edge Steel Side-Hinged Door 16'-8"Opaque 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 FL22513 R2 C CAC NI013747-Rl.pclf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/30/2021
Design Pressure: +55/-55 ,Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports
resist a is required, hurricane protective system not required FL22513 R2 AE 514008.pdf
o anels, but is required on glazed sidelites. See Created by Independent Third Party, Yes
122!�l
J.8
11 for details.
Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Certification Agency Certificate
r use in HVHZ:Yes FL22513 R2 C CAC NI013747.03-Rl.Ddf
tApproved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 106/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.odf
See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
fi'uck
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyrght 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,Ncensees 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:
r EE
Safe
LO
1111 MASONITC. T4s•MAJf oaw1LRALL Fwu WIDTH Q GO
a
8
3/4-UTE WOOD-EDGE STEEL DOOR UNIT 2 D. Max PANEL" MAX. 2 D.L.O.MAX 37.5' MAX. O
6'-8'DOUBLE DOOR WITH/WITHOUT SIDELITES D.LO. [—PANEL D. FRAME WIDTH cl�J
~ �O
GU4ERAL NO cc
0 U
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
-T
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BIMLDINGS AND OTHER STRUCTURES, �C..)
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), °D
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. p C)
LLJ
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, gHURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 j
AND SMOKE DEVELOPED INDEX Of 80 PER ASTM E84. to of
5. PLASTICS TESTING:
Q;
TEST DESCRIPTION DESIGNATION LITE FRAME T-
SELF IGNITION TEMP ASTM01929 842 'F > 850 'F
RATE OF BURNING ASTM D835 1.28 IN MIN
SMOKE DENSITY 1 ASTM D2843 I 70.271 ® ® ® ® J
TENSILE STRENGTH- I ASTM D638 I 1.8K DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 d
rc
DOUBLE DOOR UNIT W/SIDELITES o 0
o re
rc <
a a
N
O
J
•00 00 000® 1• •0 0 00• 00 00 00 0
W
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIS SINGLE DOOR UNIT
WITH SIDELITE WITH SIDELITE WITH vENTuiE
co
zl-
WHERE WATER INFILTRATION PERFORMANCE I co
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX INSWING IN I B 0 I 0 H
-71 1
+ + .0 A + + + .0 + t
4 + -50. + +20.0 -20. + + N A N/A
X or X + - .0 +50. -50.0 N A + 0. - +30.0 - 0. + - .0 N A N/A <Z
1 + 0 + .0 N A +20. - 0. t300 + N A
XX 14 + + A +20.0 + . - 0.0 + .0 N A N A
X- +50.0 - + .0 - N/A N A N/A A N A DATE 5126117
wALF- N.T.S.
TABLE OF CONTENTS AddNbl�A1/ je � i
n¢ SINS
SHEET DESCRIPTION CMiI/4dIrL. KURT BAL71iAZOR uTYPICAL ELEVATIONS & GENERAL NOTES � � FLORIDA P.E. K+
2 ANCHORING OaMRS do D AI158533 DNG-MA-FL0214-17
3 IANCHORING LOCATIONS do DETAILS yM_L OF
ci 000
6• SEE DETAIL3. 6• Q c(o
3• 3. .3-E- 3.
_1 3• 3 0:J
I �O
I I 16. owC
6• 6•
30 Q
� 3•� m m taU
L0 1—
w
W,S_E_ (f)E DETAIL r-
U) W D — — . S
SEE DETAILI-TSEE DETAIL
•c- — A — W — — .C.
B C
A 9 O 9n G H
_ _ G _ _ ow 1
t
8• 3' � � r
II Ir6• 6•
it I I
I I �
3"'1 3. 3• 3- 3. 3. f"3 6•-"1 t"6_
a
6• SFE DETAIL 6- #8 x 2" �
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH v1
18 x 2" #10 x 5/8" THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH x
110 x 5/8" FOR A 1.375" THROW w
#8 x 2" 110 x I" DETAIL "E" ASTRAGAL w z
0 #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL N
110 x I" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
1 0.962• 1 Nor MELT o
UASTOMER
1.375- 1 1.437- �*., /s x 1-1/2-PNS
T T T
INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 Q/S THRESHOLD / ` 6z
HOT MELT/ 1/2.91E
ELASTOMER ~� �`• AdibAploWN
DATE- 5126177
sr� N.T.S.
1.482' 1.7T DIVOW
�.oa7• �.�T FF" TYPICAL GLAZING DETAIL cDm
m '. Sws
T NON-IMPACT GLASS
oR�wno No.:
Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD HP 0/S THRESHOLD DWO-144-n0214-17
PEEr-2-aJ
SEE DETAIL3. 8' 6" 00
"E" SHT. 2
_L 3' 6' 3' 3• 3• 3' Q crJ
1-6` 6"--� � I I I
6, 6" S. I g �-j
m 10 _O
SEE DETAIL LoLo
U
}'D" SHT. 2
Lu
SEE DETAIL ^3
"C" SMT. 2
6 L —
B" 6" io ip J
r C I - - m9
ff 1 I I I I i I I
SEE DETAIL 6- _ 6. ( o
'F' SHr. 2 6-
a a
.HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N�
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. rn
ATTACHMENT DETAIL 1,25• 2. 4" X 4" FULL MORTISE BUTT HINGES. o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN — � I'x 2" CORRUGATED /10x2" WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE HIM 3' FROM EACH END 6' FROM EACH END v,
(FLORIDA #62514) WITH THE LOWEST (LEAST) �� AND 7" OC AND 12" OC o
FASTENER RATING FROM THE DIFFERENT FASTENERS a r L W
BEING CONSIDERED FOR USE. JAMB, HEAD, AND AC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRg
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORLA
ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL
WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD v
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50'
•' MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0M.q2�5" (3) 10X2-1 2" <Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM W�DH END
MINIMUM EMBEDMENT OF 1-1/4". CL—� wh 5 26 17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' • Add•d�nN�l srxF N.T.S.
TRANSFER LOADS TO STRUCTURE. '' cd4almx. a•c By, SWS
� 4
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK • • � °`--�
ANCHOR INSTALLATION INTEGRAL WOOD n•c-►�A-ttoz�4-i�
MULLION (CHS) r