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FL# FL4334-R10
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
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 12/15/2017
Date Validated 12/18/2017
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGKp/a2fQNhs3AEMJAugnE[HBbiLaCwp/o3d*/o3d 1/3
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HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES149"MAX,OMALL FWE WTH p
20.5" MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX. H (n O
W/ASTRAGAL FRAME WIDTH
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GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO tr)U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE ® ® ® 0
REQUIREMENTS AS DETERMINED BY ASCE 7, M1141MUM O
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, cl) V)
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. `y LL1
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 ° O
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ntoo a
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT a o rF
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F
RATE OF BURNING ASTM D635 0.56 IN MIN C-1 2
SMOKE DENSITY ASTM D2843 53.42
TENSILE STRENGTH* ASTM D638 3.2% DIFF py
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Eil o
4500 HOURS XENON ARC METHOD 1 0
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/S(QELITES DOUBLE DOOR UNIT WISIDELfTES
WITH SIDELITE WITH SIDELITE ',c-),3
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WHERE WATER INFILTRATION PERFORMANCE IS uf11
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE wvE. 2/11/05
CONFIG MAX IDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• J SCALE: N.T.S.
TABLE OF CONTENTS X 37.5 M+70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.D
SHEET DESCRIPTION XX 74 +55.0 -50.5 +19.0 -19.0 +55.0 -50.5 �D•B`• SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -50.5 +19.0 -19.0 +55.0 -50.5 CHK.BY:
2 ANCHORING LOCATIONS & ETAILS 0X0 112.5 +55.0 -50.5 +19.0 -19.0 -50.5 KURT BALTHAZOR DAWING ND.,
3 ANCHORING LOCATIONS & DETAILS OXXO 149 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. DWG-MA-FLO121-05
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#8 x 2-1/2" #10 x 2" Rgy DETAIL "E" ASTRAGAL THE THRESHOLD & INTO THE
Data z STRUCTURE DEEP ENOUGH
#10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" 'THROW
#8 x 2-1/2" #10 x 1" STRIKE PLATE TO FRAME
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#10 x 1" 0.124°ANNEALED DECORATIVE INSERT AX2-
#10
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(OPTIONAL) 13" 4 40"m EACH CORRUGATED
�6�FROM OEACH OD CEND EW �2�O17D SCREWS
DETAIL "C" 0.124'ANNEALED •0124'TEMP. AND 7. OC AND 12' OC EACH END d
DETAIL "D" TYP.
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ALUMINUM OR BUTYL ACRY IC
0.962'1 SPACER .� 06% 1-1/2'PHS LAUD ® DATE 2111105
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1.75" OR EQUAL OR EQUAL CAULK CL CHK. .
1.375
,. OUTSWING THRESHOLD T E10EBIOE 1NTMQ8 DRAWING No.:
TYPICAL G DETAIL COMBINATION COMBINATION COMPOSITE DWG-MA-FLO121-05
INSWING THRESHOLD JHIGH DAM O/S THRESHOLD GLAZINMPACT RATED GLASS MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) 2 ov 3
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ATTACHMENT DETAIL — 1.25^ a�,i�ri m
MIN v 0.25" ¢ O
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Mm ❑ 00o rn
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM wowUo
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(FLORIDA #62514) WITH THE LOWEST (LEAST) CL,� �� HARDWARE SCHEDULE a 0�u g m
FASTENER RATING FROM THE DIFFERENT FASTENERS 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND co
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o o 0o ow
"2
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY AT 10-1/2" CENTERLINE. m-- wt¢
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION N ao
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1a. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �a�+"'�
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
WOOD SCREW EDGE DISTANCE MIN 3/4". x AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1
1.50° (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED o m x z
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM IAND (1) AT BOTTOM. I DATE: 2/11/05
OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEcL_I 2. 4" X 4" FULL MORTISE BUTT HINGES. 5 N.T.S.
MINIMUM EMBEDMENT OF 1-1/4". Dwo.ar: SwS
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3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY.
TRANSFER LOADS TO STRUCTURE. Cerl�is3lbnNp: g DWO-Mvallo -F
TYPICAL WOOD BUCK �gY cwc-w�-r�.ois1-os
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION
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