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Product Approval
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Product Aourogal Menu>Product or Awl cation Search>ADPIICOtiOn List a Application Detail
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`7`.77;'47roV'''771I-tt474 FL.# : FL22378-R2....,,,.1
45t0,r -..alL"A'FUY:14 —
Application Type A Riiiri
Code Version 2017
Application Status Approved
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
Exterior
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
1.1I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity c-, ,AN ,`
.../
k_iYes ,..,No N/A
Product Approval Method Method 1 Option A
Date Submitted 12/01/2017
Date Validated 12/01/2017
Date Pending FBC Approval
Date Approved 12/06/2017
•
Summary of Products •
FL# Model,Number or Name Description
22378.1 Stormguard Fiberglass Side-Hinged 6',8"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO170.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO170 for FL22378 R2 AE 514010A.odf
anchor details and water performance where required. FL22376 R2 AE 514014A.odf
Created by Independent Third Party:Yes
22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO170.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 60-8"max nominal size.Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 514010A.odf
anchor details and water performance where required. FL22378 R2 AE 514014A.odf
Created by Independent Third Party:Yes
22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door in/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22376. R2 II FLO170.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO170 for FL22378 R2 AE 514008A.odf
anchor details and water performance where required. FL22378 R2 AE 514012A.odf
Created by Independent Third Party: Yes
22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single or Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO170.ndf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO170 for FL22378 R2 AE 514008A.odf
anchor details and water performance where required. FL22378 R2 AE 514012A.pdf
Created by Independent Third Party:Yes
22378.5 Stormguard Fiberglass Side-Hinged 6.-8"Impact Glazed I/S or 0/S Single Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .odf
Approved for use • - HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistan .Yes .' 12/31/2020
Design Pressure +55/-5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0172.ndf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.9'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FL0172 for FL22378 R2 AE 514008A.odf
anchor details and water performance where required. FL22378 R2 AE 514012A.odf
Created by Independent Third Party:Yes
22378.6 ' Stormguard Fiberglass Side-Hinged 6.-8"Impact Glazed I/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0172.0df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FL0172 for FL22378 R2 AE 514008A.odf
anchor details and water performance where required. FL22378 R2 AE 514012A.odf
Created by Independent Third Party:Yes
22378.7 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed 0/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.09 .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0172.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6.-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FL0172 for FL22378 R2 AE 514008A.odf
anchor details and water performance where required. FL22378 R2 AE 514012A.odf
Created by Independent Third Party:Yes
22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .cdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO171.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22378 R2 AE 514009A.odf
anchor details and water performance where required. FL22378 R2 AE 51.4013A.odi
Created by Independent Third Party:Yes
22378.9 Stormguard Fiberglass Side-Hinged 8.-0"Opaque 0/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC R1007077.08 .ocif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO171.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8.-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FL0171 for FL22378. R2 AE 514009A.odf
anchor details and water performance where required. FL22378 R2 AE 514013A.odf
Created by Independent Third Party:Yes
22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.08 .cdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO171.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22378 R2 AE 514007A.odf
anchor details and water performance where required. FL22378 R2 AE 514011kodf
Created by Independent Third Party:Yes
fl. •
_,.__........__ -.. � _ -� __......... l
� ) _ - 149'MAX, OVERALL FRAME WIDTH - ¢ eClup
h1 MASONITE.
I • 21" MAX 36,375" MAX. to
STORMGUARD FIBERGLASS DOOR UNIT --D.L.O.-- PANEL WIDTH 37.5" MAX. _.
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES f W/ASTRAGAL -1 FRAME WIDTH 1 :0:_j
GENERA NOTES -__ 1 CDO
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE a U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Ll! U)(�
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. C
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF ^'
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). n. C/�
3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 s2
W
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 0 B R
4. PLASTICS TESTING: 'OI a
_TEST DESCRIPTION DESIGNATION FACING LRE FRAME
SELF IGNITION TEMP .ASTM D1929 752'F > 650'F 842'F > 650'F
RATE OF BURNING ASTM D835 0.56 IN MIN 1.28 IN/MIN f_
SMOKE DENSITY.-
ASTM 02843 53.4% 70,2% ry
I TENSILE STRENGTH* ASTM 0638 - ,3.2% DIFF 1.8% OIFF T 2
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): -' i
i 12 i 4
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 779 'F > 850 'F ---• •.. -. •.- - -.__.._ --- , ' --._ a
a m
RATE OF BURNING ASTM 0635 0.0 IN/MIN Addenda o
SMOKE DENSITY ASTM 02843 39.0%
TENSILE STRENGTH* ASTM D638 3.6% DIFF CalileaMWI.: /1T ggig..??
" COMPARATIVE TENSILE STRENGTH AFTER WEATHERING -� Revived By: PQV:LE •OOR Ui •
'DAM &
4500 HOURS XENON ARC METHOD 1 DareRavll=eld:Aiwa. 00
000I0m
cJj
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WO=U 41
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2 CC
o k411. M+t'' UNI ' .0oLIA•,, DOOR UNIT S^)H0 SINQL
DOOR UNIT • E DQOR UNIT SINGLE JZQ,QH,QNIT W/SIOELTTE$ DOUBLE OOOR UNlLJe.SJQ LITES "^'O 2
WITH SaUTE WITH S1pELITE N co coN-
`NN 0
- _" WHERE WATER IN€ILTRATION PERFORMANC€IS '" a
_ DESIGN PRESSU• -A ' i REQUIRED TO BE 157. OF DESIGN PRESSURE - '"
- w
I'_'_••' MAX WIDTH INSWING ALL OUTSWING ;`• INSWING- BUMPER 0 Z-SERIES 0 F.'��5 -
HIGH DAM 0 S
X" -.5 +55.0 -55.0 + 5.0 41111117A + ,0 -25.0 +40.. -40,0 +55.0 -55.0 +SS-a/ 555 o O m¢Z
+25.0 -25.0 +40,0 i _
^, _ - �7f�1� -55.0 +55.0
OX or Xi 75 +55.0 -55.0 �� _- 5.' A +2 ,0 -25.0 +40,' -4'.0 +55.0 7--55.0 +55.0 i -55,0
OXO _ 11 Z:5- ®�-5 0 M� -55.0 N A +2 -2'.0 +40.0 -40.0 +5��0 -55;0 +55.0 / -5�0 oqE 4/9/07
OX)10__ 149 •+ -5' ' + 5.0 - 5.0 , 'A +25.' -25.0 +44.. Z�-40,0 +55.0 7 -55.0 +55,0 [=55.0 ,/�e 2 N.T.S.
TABLE OF CONTENTS f T 3 DWG
•-: SVIS
SHEET _ DESCRIPTION KURT BALTHAZOR CHK RC
Dmm„NO.:
1 TYPICAL ELEVATIONS & GENER'AL NOTES FLORIDA P.E. on-HA-R.0172-072 ANCHORING LOCATIONS & DETAILS #56533
3 ,jANCHORING LOCATIONS&DETAILS _ &in 1 of 3
. . •,
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CLH3L. CO
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SEE DETAILc,)____ _ El . ta SEE DETAIL ,.•
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3" -3" - 3" - 3 6"-1 -1 I-6" OD.
6"-
/-
/ . SEE DETAIL
F"
.,— .../ #8 x 2" vpgt,
. i „ASTRAGAL RETAINER BOLT HOLE -- -11'211-
a.'
c 5.. MUST BE DRILLED THROUGH
N''' #8 x 2” #10 x 5/8" i THE THRESHOLD & INTO THE v)
., YL =.---'_____7-. .__-..' STRUCTURE DEEP ENOUGH W W
#10 x 5/8c. 4 ______.—
--- - FOR A 1.375" THROW R.R.
#8 x 2" ' Mr.IlEpit--410 x 1" DETAIL "E" ASTRAGAL
DETAIL "E" ASTRAGA
gt 0 7
VI #10 x 2-1/2f• Ir.MI6., ATTACH ASTRAGAL RETAINER BOLT
a o -
#10 X 1" STRIKE PLATE TO FRAME We-Ilium to NAMI w 0 r u)
• Q5.
-- #1 0 x 5/8" AS SHOWN. ' 0 Er 0 8 Fj- CK
, Cediriat110.:.A •A it ,
DETAIL "C" . Ilevkied8T. .01.4'
DETAIL "D" OateRwItra; ../.._ .• ' N.
i_ 0.9621 0.124'HUT STRENGTHENED DECORATIVE INSERT 0.124'HEAT STRENGTHENED-- OECORATM INSERT 04 c'•1,t
0.090'SAJ1EX (NDA 15-1201.11) :: 1 (0P110NA) 0
.090'SAFLEX(NOA 15-1201.19_ 11 I (ORIIONAL)
1.375 ,v,
TC:FI ----z 0124'HEAT 511iENOTHENED 6 1 11-.1.----,0124'TEMP. 0.124'IlEA1 STRENGTHENED—_... _ ...-----.0121-TEMP.
T ,.•,.,,mi.: .,
•-,-,—, 1/2"BIM LLA 1/2'91TE 0 0 CO 4-s3 •
INSWING THRESHOLD BUMPER 01S THRESHOLD (..-..=,:i,..--,..): .
, W: r., 1-
? ...
...--- •••-•-. \
I „I 1 , ..,-'
DOW 995,'''' i'i,f.r. ...-',. DOW 905 009r 995,e"---. ..fi..4.7:1? Imre 4/9/07
DOW 905 TeZE, N.T.s.
C....; '
1.482" r-A-a7r..-=-7)P-- 1.75 1.047 1.4,37. 4",iy.r.E.
---
T T T imam INTERIOR Err•n; -kV— KLEM0.9 CNN.Dr:
TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DRAMIG NO.:
SERIES (2/5 THRESHOLD HIGH DAM 0/S "IHRESHOLD T4_0/:.3IHR.E3H01...D IMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FLO172-07
1 . SHEET 2 or ,3 .
1
IIn -1
SEE DETAIL 6"- r- - -"'6" Cl.:
- 3" Co
"E" SHT. 2 I- 3 - Q
1 . 3" ir -L_ 3
. II
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6" (n
n I
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vagi SEE DETAIL - - < In U
0" SHT. 2 Z 0]F_
SEE DETAIL r� w ti 1 _ w
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AddHQJmIONAA9 kk- --3" I i" 3"6' - 6 3 o
CaisatlmNO:.A1Tgd7So z3 SE SHT. 2 6' _ ._.. _.6' o
a�te.�ae� . ./�'
F
WAN. • o » re BARDIVRE, SCHEDULE inw sn
plZA( HM NT DETAIL ^ " '1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL. LATCH AND En
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 �'
2. '4" X 4" FULL MORTISE BUTT HINGES, (1rw-
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN I n', -�._.- i I a a Lo
FASTENER RATING FROM THE DIFFERENT FASTENERS tt "-'� `MAX" - - _ 1"x1/2" CORRUGATED /10X2" WOOD SCREW as k-
BEING CONSIDERED FOR USE. JAMB, HEAD, AND L_. ''ON SHIM 3" FROM EACH END 6" FROM EACH END 7770 yr
1 1.25 -'�'7 '" , s. AND T OC AND 12' OC r-j o 0- a
.._..
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-I I- ��;,; MIN I ._ ::_: o ,�
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. •
r,,, = - __0.25" L:3 �y o 0 x II--
A ,._. IAT& "----..
PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH �"'. M AC IC T g
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". -
CL—I I— ' � y CAULK
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRYLIC
�� enol
DISTANCE MIN 1/2". + ANCHOR INSTALLATION :i t-'.'' r-L j- CAULK CL `ro N rw-
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1p7- 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. I ANCHOR II, I - MULLION (BOXED) MULLION (BOXED)
1.50"I
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN .L-- MAX• (3) N1OX2-1/2" (4) N1ox2-1/2" oc�m¢Z
SHIN WOOD D SCREWS O D SCREWS
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT *E - EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-I I- -- (- w1E: 4/9/07
MINIMUM EMBEDMENT OF 1-1/4". it ® I ® S NTS
n A DWG.EH: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO r ____ {
® 4! I ' ®�' CHK.BY:
.TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ----I Ir oan lSHc Ho.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FL0172-07
MULLION (CHS) MULLION (CHS) SHS 3 or 3 .