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^ FL # FL4904=R7
Application Type Affirmation
Code Version 2014
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@masohite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory '. Swing ingExterior Door Assemb
Compliance Method Certification Mark:or Listing
Certification Agency National Accreditation &Mana
g
Validated By National.Ac Manag
f5
Florida Building Code Online https://www.floridabuilding.org/pr/pr_appjtl.aspx?param--wGEVX...
Referenced Standard and Year (of Standard) Standard.
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
I affirm that there are norchi
Building Code which affect my l
are in compliance with the new
Documentation from approved Evaluation or Validation Entity Yes No N/A
r
Product Approval Method Method 1 Option A
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
FL# Model, Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S and O/S Sin__,,.
Units
Limits of Use Certification Agency Certifi
1 Approved for use in HVHZ: Yes FL4904- R7 C- CAC NIO0611
Approved for use outside HVHZ: Yes Quality Assurance Contraei
Impact Resistant: Yes 12/31/2020
Design Pressure: +76.0/-76.0 ' Installation Instructions.:,
Other:.Evaluated for use in locations adhering to the FL4904 R7 ILFL0128:pdf.
Florida Building Code including the High Velocity Hurricane . Verified By:,National.Accredit
Zone, and where pressure requirements as determined by 1 :Created:by Independent Thin
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed:. I FL4904 R7 AAE- 504A.pdf
3'-0" x 6'-8" max nominal size. When large missile impact I Created by Independent=Thiry
resistance is required, hurricane protective system is NOT
required. See DWG-MA-FLO128-05 for details. j
4904.2 Wood-edge Steel Side-Hinged Door .;'8'-0" Opaque I/S and O/S Sin
Units
Limits of Use I Certification Agency`Certifi
Approved for use in HVHZ: Yes FL4904.---R7 C ,CAC .NI00611
Approved for use outside HVHZ: Yes 1 Quality.Assurance Contract
Impact Resistant: Yes 12/31/2020
i
149"MAX. OVERALL FRAME WIDTH Do
Do
21" MAX 36.375" MAX. U C7
SIDE:HINGED WOOD-EDGESTEEL DOOR UNIT -0•L•0•- PANEL WIDTH 37.5" MAX. ¢ -(o
6'-8"DOUBLE DOOR U/ITH/WITHOUT SIDELITES w/ASTRAGAL I~FRAME WIDTH ZOJ)f
U)
1: EVALUATED FOR USE IN.LOCATIONS ADHERING TO
THE FLORIDA.BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM _ LLI Lo_T_
DESIGN LOADS FOR BUILDINGS AND-OTHER STRUCTURES,
'DOES NOT,EXCEED THEDESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON co X ^ O Lo
i Q LLI
OPAQUE PANELS, BUT IS REQUIRED.ON GLAZED SIDELITES. � �� SID
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FOC. C)
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL: c
0
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D535 0.77 IN/MIN
SMOKE DENSITY ASTM D2843 13.4%
TENSILE STRENGTH- ASTM D638 7,50% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 ?',S O
o �
DOUBLE DOOR UNIT W/SIDELITES a a
M&o ntoNAMI 3:3r 3rn r
333
N(nNVICE`
CeAtlU Ion No.: -q a6- y�
Redexed89: "/ g10
Dile Riv;�& `/, F .Z
J w
ul
�J
1111 1111 1111 Lu-l
® 11 1111 1111 013 U��N o
(n
UDOI I - u i N'o N
W N
L
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT $lNGLE DDDR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELIMS
WITH SIDELITE WITH SIDELITE _ Lil OAU m Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE pare: 7/1 I/OS
TAtlLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWMG INSWING OUTSWING SCALE: N.T.S.
SHEET_�(_ DESCRIPTION X 37-.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 -
-- - TYPICAL ELEVATIONS & GENERAL NOTES XX 74 1-55.0 -55.0 -F55.0 -SS.0 +19.0 --19.0 +55.0 -55.0 OWG.BY. SWS
1 OX or XO 75: +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS
�N•�'
3 ANCHORING LOCATIONS.& DETAILS. OXO 1125 +55.0 -55.0 +55.0 --55.0 _+19.0 -19.0 +55.0 -55.0 KURTBALTHAZOR CRANING NO.:
OXXO 149 +55.0 -55.0 1+55.0 -55.0 +19.0 -19.0 +55.0 -55.0 1 FLORIDA P.E.
r ,
#56533 DWG-MA-FL0128-OS
' SHEEf .1 OF 3
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SEE DETAIL to u)ur N
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ASTRAGAL RETAINER BOLT HOLE v a v)uu Z
IQ x 2" #8 x 2-i/2" MUST BE DRILLED THROUGH Jow
cnl
#8 x 2-1/2" # THE THRESHOLD & INTO THE o z E-
o- .
STRUCTURE DEEP ENOUGH
910 x 5/8" gi FOR A 1.375" THROW
#8 x 2-1/2" #10 x 1" - �oQow
0
#10 x 5/8" #10 x 3/4" DETAIL "fi° ASTRAGAI ° �_' "o
#10 x 2" DETAIL „E" ASTRAGAL 4(1/9"TEMP.GLASS) a
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW sss W/OPTIONAL R SU7 L INSERT
ALUM, Sl LEI OR BV?YL SPACER
DETAIL "d„ STRIKE PLATE 70 FRAME t/x"errE w o v m z
DETAIL "C" AS SHOWN. JS x +-t/x-PNS
TYPICAL oArE: 7/!t/OS
Mder4o to ttRdtl r=-v,;,
SCALE: N.T.S.
0.962°! CMff+cal, No.: tirnoGrrn-KY ..A.y�`: DWG.at. SINS
-..G � Ravelled w -,��/4' . r....
t.375' Dae Renewed-' moi,, oow 99,_ ��;tir �•.. CHK.BY:
t.:
� T 1IEEISIB 1NT RIOR DnnmHo no.:
owc-Mn-Florxo-os
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL: GLAZING, DETAIL
--- sHEEr 2 oa 3
SEE DETAIL —3.. 6" — — —6" � L.
"E" SHT. 2 3.. 3.
- F'A
— _ C)IT
6" IIn -10
rl
M �WLu
EE DETAIL ¢ I— �Z
D.. SHT. 2 — NA® Q —SEE-0ETAILa..c., SHT. 2 ACGHo rof I I I I I I
II oom
zi Sc_E DETAIL — �.
••F" SHT. 2 6"— -- '— ---6" of e ¢
a a
ATTACHMENT DETAIL
3s3m
yr v,rn
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, -
z
SIGNED AND SEALED BY LUIS R. LOMAS, PE O
(FLORIDA #62514) WITH THE LOWEST (LEAST) a w
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ¢a w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. . A PHYSICAL HARDWARE SCHEDULE cgiMz
J o 0
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o
¢v0
obj
z
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a= (If
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE 'ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. �oo�
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES.
CORRUGATED FASTENERS LOCATED 3" FROM EACH END ---- �^�,
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,,'•," • •• t:
12" O.C. 1.50" 1.25„ w o U m Z
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0.25" IN > t 0.25"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM — SHIM DniE: 7/1105
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� �— _ CL—� Addendum toNAMI SCALE: N.T.S.MINIMUM EMBEDMENT OF 1-1/4". CegHi*n No.: n Q_'[�/ Dwo.BY: SINS
4. WOOD DUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '' RehewM8y
TRANSFER LOADS TO STRUCTURE.
Dale RevWea—'—'' CHif.
DR/.DY:
NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dwr,-.G NO.:-FL1129-cs
ANCHOR INSTALLATION ANCHOR INSTALLAT!ON
SHEET
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9595 Date:12/29109.
product: Single Door 3'x6'8"
scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies
only to the product described herein.These calculations comply with requirements of the Florida Building Cade.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07
DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FL0124-05 DWG-MA-FLO134-05 DWG-MA-FL0156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FL0174-07
DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07
Anchors to be-qualified:
1:#10:Wood screw,for installation in woad frame substrates.
2 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member:Douglas Fr-Larch Main member:Spruce-Pine-Fir
Side member thickness: %= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: F.•„ 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: CD' 1.6 Tabulated lateral design value: Z= 107.0-lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type:3116"17T41i Tapcon N.O.A.07-1126.10
Substrate:Hollow block
Minimum embedment: 1.25 in -
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity. 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor catcuiations:minimum required anchors
Pressure against stain with bump threshold:
36.38 Design,pressure: 85.0 psf
-^ Area Load fid, Max. Anchor
At Zone z O.C. "P' Load Result
A2YA2 79.25 (ft) Ob.)
{in} Qty
(in) (lbs} (tbs} _
Ai 2.3 195 NIA" N/At 171." 2 98 OK
Al AZ 7.7 656 6.00 28.00 171 5 131 OK .
Single. Pressure away from stops:
36.3.8
Design pressure: 85.0 psf-.
AAnx.
Area Load Anchor- -
- � Ind,
1 Zone (ft?) {lbs) .Cap. G)fy Load Result
79.25
Al At {in)
1 �
i
Al 10.0 851 6.00 18.00 171 5 170 OK
iii'
R
TATs ,
. tLt S „ Luis R:Lomas P:E..
!r^'�kk►e r�" 1� * ' � FL No.:62514
1of2 � �*'�`� � �' 1/72010
a r ■-
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#:.504A
336-945-9695 Datet 12/29/Q9 -
Single,Pressure against stops with saddle.threshold:
36.38 benign pressure: .85.0 psf _
i Area: Load Ind. _Max. Anchor'
Ai Zone z O.C: Cdp Load Result
79.25 (ft) Obs) (lit) Qty
(in} (lbs) (lbs)
ii Ai 2.3 195 N/A N/A . 171 " 2 98 QK"
Y AZ 8.9 753 6.00" 18.00 171 5 151 OK:
Anchor Locations:
36.38---------' -
18.19
6.00 TYP. 6.001YP.-�-
i
r
6.00
t
13.45
MAX.O.C.
j
79:25 .
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
Luis R.Lomas P_E.
FL No.:'62514
2 of 2 1/7/2010
y
NOTICE OF PRODUCT CERTIFICA .:..
tk5�.
Company: Masonite International Corporation Ce
1955 Powis Road Certit:
West Chicago,.IL 60185 Exptrm,
Revision-
Product: Wood Edge Steel-Opaque Inswing or Outswing""Door w/and w/o Non-IntE
(w/Wood'Fra.me unless noted)
Specification: TAS 201/202/203
The"Notice of Product Certification"is only valid if the'NAMI Certification Label,has-been applied"to the product as-described within-this docm
label represents product conformiii-
ty to the applicable specification and that all;certification.criteria has been satisfied' This product has been apl
NAMI's Certified,Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited•by The American National Stand
Inswing Glazed Structural Water Missile Test Re[
Configuration or or Maximum` Design Test Impact. Drawing
Outswing Opaque Size Pressure Pressure.. ':'Rated_` Cot
X I/S Opaque 3'0"x 6'8" +76/46: " 2:86 psf" Yes -NCTL"
Single Maximum Par.
Anchor Deta
X O/S Opaque 3'0"x 6'8" +76/-76 9.25 psf Yes NCTL•
Single Maximum Par
Anchor Deta
XX I/S Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTL•
Double Maximum Panel Size:3'
Anchor Deta
XX O/S Opaque 6'0"x 6'8" +55/-55 " 8.25 psf. . Yes NCTL•
Double Maximum Panel Size:3'
Anchor Deta
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2:86:psf Door-Yes NCTL-
Single w/Sidelite Glazed Sidelite Sidelite_-No Maximum Panel Size:3'
Anchor Deta
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL•
Single w/Sidelites Glazed Sidelife Sidelite-No Maximum Panel Size:3'
Anchor Deta
OXO I/S Opaque Door 9'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL•
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'
Anchor Deta
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 8.25 psf Door-YesNCTL•
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'
Anchor Deta
OXXO I/S Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL•
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'
Anchor Deta
OXXO O/S Opaque.Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL"
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'
Anchor Deta
National Accreditation&Management Institute,Inc./47944 George WaSliington-MemoriaTHighway/Hayes,VA 23
Tel:(804)684-5124/Fax:=(804)684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006110.01
�a 1955 Powis Road Certification Date: 07/23/2005
lE
West Chicago, IL 60185 Expiration Date: 12/31/2020
�£{ s , Revision Date: 11/21/2014
Product: Wood-Edge Steel Opaque Inswin or Outswin Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/202/203
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" +76/-76 2.86 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
X O/S Opaque 3'0"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX I/S Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX O/S Opaque 6'0"x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXO I/S Opaque Door 910"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8"
Anchor Detail-MA-FL0128-05
OXO O/S Opaque Door 910"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXXO I/S Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE: