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"� FL# FL4334-R9
Application Type Revision
Code Version 2014
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Application Status Approved
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*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
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Comments
Archived
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Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonitelcom
Authorized Signature Steve Schreiber
sschreiber@masonitelcom
Technical Representative
Address/Phone/Email
Quality Assurance Representative I'
Address/Phone/Email
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Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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Compliance Method Certification Mark or Listing
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Certification Agency National Accreditation&Management Institute
Validated By National Accreditatio I&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option A1�� copy
Date Submitted 06/01/2015
Date Validated 06/03/2015
Date Pending FBC Approval
L0
149'MAK. OVERALL FRAME WIDTH O
20.5" MAX 36.375" MAX.
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT "37.5 MAX. ¢ Ca
D.L.O. PANEL WIDTH r
6.8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I�FRAME WIDTH Ik
�O
¢ 4U
- GENERAL NOTES � 117 U
1. EVALUATED FOR USE IN LOCATIONS ADHERING TOco
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUMLu
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Ci
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. $ to _
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS). al
a
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 1-
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT log
a, g
SELF IGNITION TEMP ASTM 01929 752 'F > 650'F w
RATE OF BURNING ASTM D635 0.56 IN MIN C-1
SMOKE DENSITY ASTM D2843 53.47
TENSILE STRENGTH- ASTM D638 3.2% DIFF a:
0
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o
4500 HOURS XENON ARC METHOD 1 0
DOUBLE DOOR UNIT W/SIDELITES o �IL��nn
A0elr9mtoNAIB 3 3 V)3 3 m
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SINGLE DOOR UNIT DQUBLF DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR LIf11T WI-SIDELITES
WITH SIDELfTE WRH SIDEU7E w w c c>m x z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: 2 11 05
TABLE OF CONTENTS :DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE /I
SHEET DESCRIPTION CON FIG MAX WIDTH INSWING OUTSW v
ING INSWING OUTSWING OUTSWING• i^a " Y N.T.S.
X 37.5 +60.0 -6D.0 +60.0 -50.0 +19.0 -19.0 +40.0 -40. +60. - .0 Dwe.er: SINS
1: TYPICAL ELEVATIONS & GENERAL NOTES XX 7a +60.0 :-6D.0 +60.0 -60.0 +19.0 -19.0 +40.D -40.0 +60.0 -60.0
2: ANCHORING LOCATIONS & DETAILS OX or XO 75 +60.0 -60.L1 +60.0 -60.0 +19.0 - S. +40.0 -40.0 +60.0 -60.0 CM Or:
3: ANCHORING LOCATIONS & DETAILS OXO 112.5 +60.0 :-60.0 +60.0 -60.0 +19.0 - 9.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR DDAwwG ND.:
pXXO 149 +60.0 - 0.0 +60.0 -60.0 +19. -19.0 +40.0 -40.0 +60.0 -60.0 FLORIDA P.E. OWG-MA-FL0122-05
• High Dam Threshold Design 156533
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#8 x 2-1/2" Zo�"w
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ASTRAGAL RETAINER BOLT HOLE a w "�czi N
MUST BE DRILLED THROUGH N 0. len,¢2 0
#8 x 2-1/2" #10 x 2" — — —THE THRESHOLD& INTO THE c o
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH a= a m
#10 x 5/8*-n
FOR A 1.375" THROW
ATTACH ASTRAGAL RETAINER BOLT
#8 x 2-1/2" #10 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL N 00 t`o n
{�10 x 5/810 x 1" AS SHOWN. Nrn "a0a
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X 2 �- O.124�ANNELLED_ - —DECORATIVE INSERT_ -- _— — _ - V p? _
—— ---- Add011�mlo HAW �_ ---- 0.09D'sAF•LEx Nc (OP1IONAL)
DETAIL "C° CBt� 11�. 005970 0.124'ANNEALED .0124'TEMP,
DETAIL "D" TYP. Rer(�11edBy v_w o u m x z
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ALUMINUM OR 8l1M
SPACM „�»J_vy 1e X 1-1/2'PHS
�.S DAZE 2 11 05
�- oow e32 SCALE: N.T.S.
0.962'I OwEOUAL +i v'•' OR EQUAL M BY: SINS
1.375' — 1.75"2;p i 1.047' ,....,:.,
1B j�glQg CHK.BY:
T I T TYPICAL GLAZING DETAIL °R�M0N6"0'
Dwc-MA-rYOT22-05
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMP-ACT RATED GLASS
sHEET 2 °v 3
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1.25 0', t HARDWARE SCHEDULE w z
ATTACHMENT DEVIL MIN —0.25" ¢ =o
SHAXM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N� V� z
1- ANCHOR ANALYSIS-FOR-LOADING-CON DIT- PREPARED, — _ _ —_ _,SERIES_980-GRADE 1_ DEADLOCK.-HARDWARE TO_BE INSTALLED `�J�a o 0
SIGNED AND SEALED BY ROBERTO LOMAS, PE ' ww o --v)- —
FLORIDA 62514 WITH THE LOWEST LEAST oL AT 5-1/2" CENTERLINE. o z z o
FASTENER RATING FROM THE DIFFERENT FASTENERS �'' ; 2. 4" X 4" FULL MORTISE BUTT HINGES.
BEING CONSIDERED FOR USE. JAMB, HEAD, AND co
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY 1 o 0 o o^w
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION a rn N m o
-----SHIM--MUST-BE-PLACED-IN--SHIM-SPACE-AT EACH,-ANCHOR__—__v-____..__!_
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1"xt/2" CORRUGATED ��{1OX2" WOOD_SCREW_ (2,)' iox2=1/2"`—
WOOD SCREW EDGE DISTANCE MIN 3 4 c 3" FROM EACH END 6" FROM EACH END 0 0 SCR
1.50"
AND 7" OC AND 12" OC EACH END
=4
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN , MAX w o U m x z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT SHIM ACIATEX
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE oL .� �- CAULK DATE 2 11 05
MINIMUM EMBEDMENT OF 1-1/4", AiARTez I ® sme N.T.S.
CAULK Cl DWG.er. $WS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY,
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE oRM90N5 No.:
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) I DWG-MA-FLO122-05
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