HomeMy WebLinkAboutAPPROVED, product approval 2.26.2100012/26/2021
Florida Building Code Online
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2020
FL#
22378.2
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Cnerrh Deculla _ Annlin trope
.FL#
1rypg,
Manufacturer
Validated By,
Status
FL22378-R7
Revision
Masonite International
FL#:FL22378.2
National Accreditation & Management Institute
(804) 684-5124
Approved
His
Model: Stormguard Fiberglass Side -Hinged Door Unit
Description: 6'-8" Opaque O/S Single Door
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
-Approvea oy unrtt. Approvals oy Un snau.. De.revieweu anu ranneu oy me ry ana/or ure rnrmsswn " necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility. Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity.
Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective
October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official
communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address
which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
httr)s://floridabuildina.orci/Dr/i)r aw Ist.asox 1/1
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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
West Chicago, IL 60185 Expiration Date:
Revision Date:
NI007077.07-R3
05/22/2017
12/31 /2025
07/27/2020
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frame unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
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 www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0" x 6'8"
+60/-65
0 psf
Yes
NCTL-210-3102-1/ATLNC 0 1 29.02-15/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
X
O/S
Opaque
3'0" x 6'8"
+60/-60
3.75 psf/ 6.0 psf
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
10.5 psf 2/9.0 psf 4
Maximum Panel Size: 3'0" x 6'8"
7.5 psf 5
Anchor Details-MA-FL0170-07/W-1807/W-18351 W-1860
XX
I/S
Opaque
6'0" x 6'8"
+50/-50.5
0 psf
Yes
NCTLr210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XX
O/S
Opaque
6'0" x 6'8"
+55/-50.5
3.75 psf/ 6.0 psf'
Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
8.25 psf'/8.25 psf °
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+50.51-50.5
0 psf
Door -Yes
NCTLr210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf 2/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXO
I/S
Opaque Door
910" x 6'8"
+50.51-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
s.
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXO
O/S
Opaque Door
9'0" x 6'8"
+55/-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
8.25 psf 2/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXXO
I/S
Opaque Door
12'4" x 6'8"
+50/-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
A
Anchor Details-MA-FL0170-07/W-1807
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
8.25 psf 2/8.25 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
1 -Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-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:
�,/� T �
I� MASON 1 E. 149' MV UYERMl FWWE WMTH � ca
O pU
STORMGUARD FIBERGLASS DOOR UNIT 2 �.L.o PANEL MAX. 37.5" MAX. O
PANEL WIDTH
V-8" DOUBLE DOOR WITH I WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ZO Q� J
L
GENERAL NOTES �t o
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO UJ O Q
THE FLORIDA BUILDING CAGE AND WHERE PRESSURE IL o U
REQUIREMENTS AS DETERMINED BY ASC£ 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, lLu L0 U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. h
2. THIS PRODUCT DOES NOT. REQUIRE THE USE OF 0 F-
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). co `- L
3. POLYURETHANE CORE FLAME SPREAD INDEX OF SO � � O � �
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. = m O
4 PLASSST�DESCRCS �IPTION DESIGNATION FACING LITE FRAME a
SELF IGNITION TEMP ASTM D1929 752 -F > 650 -F 842 'F > 650 -F
-RATKODBURNING ASTM D635 0.56 IN/MIN 71028 IN/MIN
ENSITY ASTM D2843 53.4% .2RSMO
TENSILE STRENGTH`
�C
ASTM D638 3.2% DIFF 1.8% DIFF n g Q
Lt a fA
5.. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION _ DESIGNATION RESULT N w
SELF IGNITION TEMP ASTM D1929 1 779 'F > 650 'F "
RATE OF BURNING ASTM D635 0.0 IN MIN�;1 8 0
SMOKE DENSITY ASTM D2843 39.0% Y�
TENSILE STRENGTHS ASTM D638 3.6% DIFF
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DOUBLE DOOR UNIT WISlDEUTES d a,
45M HOURS XENON ARC METHOD 1 rn to N to to
DOUBLE DOOR UNIT
I
SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SDELRES
WITH SIDELITE WITH SIDELITE
ow
DOUBLE DOOR UNIT W/SIDELITES
STRUCTURAL
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
ALL OUTSWING
INSWING
BUMPER 0 S
Z-SERIES O S
I HP O S
T4 O S
HIGH DAM O S
X
37.5
+0.0 -6.
+�0-60.0
N
+-25.0
+40.0 -40.0
+50.0 -50.0
+60.0 -60.
-60.0
XX
74
+0.0 -505
.
50.5
5.0
+40.0 -40.0
NA
+555.-50.5
50.5
or XO
75
+0.555
0.+
50.5
+
550OX
+40.0 -40.0
+550.5
+550 0.5
OXO
112.5
05 0-5.5
+50.5
+40.0
5
149
+
5OXXO
5
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
1ANCHORING LOCATIONS & DETAILS
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G41kalaa1u:
0l11RIMwB,2e
16-
KURT BALTHAZOR
FLORIDA P.E.
156533
SW N.T.S.
MG. BY: SWS
CHK. Br:
ORnw mG ND,
DWG-MA-FL0170-
SHEET __L or 3
6" SEE DETAIL_ 3 6"
J V "E'
3 1 I 13• iL 3� " t< 3 E 31
SEE DETAIL
"C"
1 1 1
16' 6
6" 6"
—
w
a
N
J
Q
8
A
O8
a
w 6
0
0
g
11
Ir6'
B" 3'
6'
II
a
3" --' k
#8 x 2°
#8x2"
0
DETAIL "D"
1375. .EW''
INSWING •
1.4 2
T
Z-SERIES 0/S THRESHOLD
t _ Y S" Y
3. 3 3"
6"
SEE DETAIL
"F"
#10 x 5/8"
#10 x 5/8"
' #10 x i"
#10 x 2-1/2"
#10 x i"
#10 x 5/8"
DETAIL "C"
0.962.1
T ��
BUMPER O/S THRESHOLD
1.75°EZp
11.047'
T
HIGH DAM O/S THRESHOLD
w
a SEE
n ,D,
Q
d
it
O
a
#8 x 2"
•
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1.437" FT"�
T
HP O/S THRESHOLD
1.437" P��n
T
T4 O/S THRESHOLD
v
>EE DETAIL
C"
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
6i FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
co
U p(D
Z 0 J
O �
z V) o
C�
O
42
Lo U
LLJ
O �~
SJ
r 1NSUATED a.ASS ,• NSaATm ISAM O
0.124' MEAT SIPENG"I OECORAIIYE INSERT 0.121' WEA1 SiREN00OIE0 OECORAIK N6
0 oW. wm (NM 2 622D1) (OP00 w O.000' SAF= (NDA 20-0622.0i) (aT�)
�— .0124' 1EHP. 0.124' NEAT S" EN01NEN D ��- •DIN TEMP
0.124' HFAT STRENODfDED
VAn. R1W. 0R MErA SPACER 1/Y Iim WrYL EONI. oR KW SPM 1/2' im w W � m Q Z
oar DOS ooM DDD + ; P D0R Dos DATE: 419107
SCALP: N.T.S.
Y R� t am= � memo Dwo. ETY: SWS
TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL
IMPACT RATED rlAC$ IMPACT RATED GLASS RA DRA DWINNGG
NO.:
DWG-LIA-FLO170-07
SHEET 2 DF 3
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
# 10 WOOD SCREWS, 1 /4" TAPCONS, AND # 1 O TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT E ,CH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2.
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1 /2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
3'
O
N
U
a SEE DETAIL
"D" SHT. 2 -
0 ;—T
w
+t G
3'
1MIN I s
f �»
SHIM M
1.25"
CL -I �_ MIN > . 1 .
0.25"
SHIM
TYPICAL MASONRY CL
ANCHOR INSTALLATION
1X BUCK MASONRY
•' ANCHOR INSTALLATION
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
1MIN
�»
SHIM
CL --I �—
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
HARFIWARF SC:HFDI11 F
1.
KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6' FROM EACH END
AND 7' OC AND 12" OC
i
ACRYLIC
CAULK
A �xC i
CAULK CL
t
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3%tDl OXC-1 2"
EAW END
e
INTEGRAL WOOD
MULLION (CHS)
(4"D1 SCREWS"
EACH END
INTEGRAL WW
MULLION (CHS)
� 00
0w
¢o
2
1
G
In
l it
SCAM N.T.S.
rnr- B': SWS
pnc. ar:
DRAWING NO.:
OF