HomeMy WebLinkAboutProduct Approval-Door 7/12/2019 Florida Building Code Online
FLORIDA MPAMNIIIN'r OF
Business & Professional Regulation
ScIs"orne I Login User Registration i Hot Topics l Submit Surcharge Stats ikFacts Publications Contact Us BC15Site Map Links Search
dda
Product Approval
USER:Public User
F
re
goo �1
Product Approval Menu>Product or Aopliotion Search>Application List>Application Detail
1,OFFICE OF THE FL# FL22513-R2
SECRETARY
Application Type Revision pePa qty
Code Version
2617
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 j
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative t .
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
https://www.floridabuilding.org/prlpr_appjtl.aspx?param=wGEVXQwtDqtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx0/02fSZXm2igg%3d%3d 113
1111
MASOIS ITC. g Q LO
WOOD-EDGE STEEL DO R UNIT O
W-0"DOUBLE DOOR WITH/WIT IOUT SIDELITES149'MAX.OVERALL FRAME WIDTH Z 0�:_J
21" MAX 36.375" MAX.
37.5'MAX. (n
D.L.O. PANEL WIDTH O
N n NOTES W/ASTRAGAL FRAME WIDTH Cr_
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO c Q
THE FLORIDA BUILDING CODE AND WHERE PRESSL 3E U
REQUIREMENTS AS DETERMINED BY ASCE 7, MININ JM ® ® ® T
DESIGN LOADS FOR BUILDINGS AND OTHER STRUC URES, W Ln V
DOES NOT EXCEED THE DESIGN PRESSURES LISTE LF)
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS N T REQUIRED ON Z ♦—
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED S DELITES. 7n '� ^Ln
Llj
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS RE ION, a
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS iEQUIRED = xx
ON PANELS WITH NON-IMPACT GLASS. O
4 YKE PFA
ANDSMODEVELOPED O60 PER ASTM E84. a
5. PLASTICS TESTING: n 9
TEST DESCRIPTION DESIGNATION LITE FRAhE
SELF IGNITION TEMP I ASTM 21929 842 'F > 650 'F z
RATE OF BURNING ASTM D635 .1.28 IN IN
SMOKE DENSITY ASTM D2843 70.27.
TENSILE STRENGTH• ASTM D638 1.8% DIFf
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING b
4500 HOURS XENON ARC METHOD 1 0l
AddelldumloNAAN a a
Certd wNo.:. M3 — DOUBLE DOOR UNIT W SIDELITES
Red By.
DA '
® ® ® ® ® ® ® ® ® ® ® ® ® ® ® o
U)
Lu
• . •
Li a L-i Li a a .,9 fl L-i
SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELUS p
WITH SIDELITE WITH SIDELIT£ Z
WHERE WATER INFILTRATION PERFORMANCE IS a�TF- 5126117
DESIGN TINGTO BE 1ESIGN
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING PRESSURE
OUSW IN INSWINGREOUIREBUMPER 0 S O Z-SERIES OESSU HIGH DAM 0 5 SCALE: N.T.S.
SHEET {} DESCRIPTION X 37.5 a+70.0 -70.0 +70.0 -70.0 N A N A N A +70.0 -70.0 / DWO.BY-. SINS
XX 74 0.0 +50.0 -45.0 N A' N A N A N AICAL ELEVATI NS Mk GENERAL NOTES OX or XO 75 0.0 +50.0N A N A N A �'BY'
AHORING LOCATIONS k DETAILS 0X0 112.5 00 +50.0 -45.0 N A N A N A N A KURT BALTHAZORoraYnnc no:
3 ANCHORING LOCATIONS k DETAILS OXXO 149 0.0 +50.0 -45.0 N A N A N/A N A FLORIDA P.E. DWG-MA-FL0215-17
#56533
sn�r L or 3
i
i
- - --- ------ -- ----
6' SEE DETAIL 6" -
'E'
—L 3--
3" 3" 3" 3" 3" 3" L— 6" 6" L U O O
(O
I I I I I I I I I Zc)J
6" 6. 6" 6. " — — — O
3 ° Q (_n O
n n n• cc
"XI
(R,
U M �U
ina
{ y SEE DETAIL Lr)
D7
2 'D' 0)!—
W o w
W
N K Ix - N
0 IxO
SEE DETAIL_
SEE / � .0
A a "C" — A LJ - _ _ N H N1 m 9
I I I I 6. 6'1 I 6"�1 11 I - oa
I 1
3 3' I-1--- 6" 6' IL
qt�
111 3' 3' to
6' SEE DETAIL 6• #8 x 2"
•F• ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#10 x 5,18" STRUCTURE DEEP ENOUGH
#8 x 2" FOR A 1.375" THROW
#10 x 5/8" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL z
#8 x 2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT Ln
#10 x 2-1 2" STRIKE PLATE TO FRAME
I #10 x IAS SHOWN.
#10 x 5 8"
DETAIL "C"
DETAIL "D" a
HOT MELT
-- .�--- 0.962j." ELASTOMER I--*,
1.375" f #6% 1-1/2'PHS - ---
T d
INSWING THRESHOLD ~•" Z
SH HOT MELT ~v., 1/2'BITE
ELASTOMER +;2: Addendum to NAN LATE: 5126117
CeddeaUaallo.: o/3 SCALE: N.T.S.
EXTERIORgame 6y
°M0 BY. SWS
1.482' 1. 5' 1.047" TYPICAL GLAZING DETAIL
CW.ar:
r ' NON—IMPACT GLASS ORANNO No.: 1!
DWC-MA-80215-17
Z—SERIES CJS THRESHOLD THRESHOL
sNEEr 2 of 3 j
— — I
I
-- — -- -
2 Do
SEE DETAI 8
"E" SHT. 6.. 6" ..i
6• 6" 1— 3" I 3--1r 3" 3" 0 J
J- 3" 3' 3" 3"
I I K. I I I I I I I 1
6 6. 6,.A – cc O U
I 3" n _ �cc 3p Ln U
1D M1 N p
LJ
J SEE DETAIL
"D" SHT. 2 – – M
O W
in W M
N C 0
0 J 0 2
SEE DETAIL �� $
A N "C" SHT. 2
C �
3` 3"
O �
6. 0
6 6" 6" a a
II II � Ilr � ► I � m
6" 3" 6" � � 3" r � 3., I`
SEE DEfA 6"
F" SHT. 6"
ATTACHMENT DETAIL 125 rn
o s.
MIN _0.25" p
1. ANCHOR ANALYSIS FOR LOADING CONE ITIONS PREPARED, cn
SIGNED AND SEALED BY LUIS R. LOM S, PE M HARDWARE SCHEDULE
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL—� �— 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
FASTENER RATING FROM THE DIFFERENT FASTENERS ar` SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1 AT 10-1/2" CENTERLINE.
THRESHOLD FASTENERS ANALYZED FOF THIS UNIT INCLUDE TYPICAL MASONRY w
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL 2. 4" X 4" FULL MORTISE BUTT HINGES. a
SHIM MUST_ BE PLACED IN SHIM SPAC AT EACH ANCHOR ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE LIN 2-1/2".
W > s. 1"X1/2" CORRUGATED 10X2" WOOD SCREW
WOOD SCREW EDGE DISTANCE MIN 3/ ".
3" ROM EACH END 6" FROM EACH END (31 A10X2-1/2"
1.50" AND 7" OC AND 12` OC O D SCREWS Z
2. THE WOOD SCREW SINGLE SHEAR DES GN VALUES COME FROM MIN _0.25" EACH END
ANSI/AF&PA NDA FOR SOUTHERN PIN LUMBER AND ACHEIVEMENT SHIM ncLnTEz
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I CAULK ® A+ 5126117
MINIMUM EMBEDMENT OF 1-1/4". CL' �4— ACE�YLIc sem: N.T.S.
CAUEL C —CIL sws I
3. WOOD BUCKS BY OTHERS MUST BE A CHORED PROPERLY TO
CNK.BY:
TRANSFER LOADS TO STRUCTURE. DRAWING NO.:
TYPICAL WOOD BUCK COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (CHS) DWG-MA -77 i
!SHEET_j_3 OF 3
— i