HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION FZ—
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cERT �T
Company: Masonite International Corporation Certification No.: NIO06110.01
'v 1955 Powis Road Certification Date: 07/23/2005
` West Chicago,IL 60185 Expiration Date: 12/31/2020
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Revision Date: 11/21/2014
Product: Wood-Edge Steel Opaque Inswing or Out.9wing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
o 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.Nam icertification.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 US Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1
Single Maximum Panel Sim: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 Sim:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
XX US Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTIL210-2930-1
Double Maximum Panel Sim: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 NCTlr210-2930-1
Double Maximum Panel Sim:3'0"x 6'8"/Siddite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
X01OX US Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210.29361
Single w/Sidelite Glazed Sidelite Sidelito-No Maximum Panel Sim: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-21629361
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Sim:3'9'x 6'8"/Siddiu:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXO US Opaque Door 9'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-29361
Single w/Sidelites Glazed Sidelites Sidelites-No Maximtm Panel Sim:3'0"x 61"/Sidelite:30"x 6'8"
Ambor Detail-MA-FLO128-05
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-21629361
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sim:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FL0128-05
OXXO US Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-2162930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sim: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" 155/-55 8.25 psf Doors-Yes NCTL-21629361
Double w/Sidelites Glazed Sidelites Siddites-No Maximum Panel Sim:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO129-05
National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
tom"74+ NAMI AUTHORIZED SIGNATURE: .04�
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Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
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 Code.
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-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07
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 wood 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 Fir-Larch Main member: Spruce-Pine-Fir
Side member thickness: t,= 1.000 in Main member thickness: t,= 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: F,= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type: 3/16"ITW Topcon 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: 300 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z = 197 lbs
Actual edge distance: 250 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 calculations,minimum required anchors
Pressure against stops with bump threshold:
36.38 Design pressure: 85.0 psf
f
Area Load Ind. Max. Anchor
At Zone z O.L. Cap. Load Result
A2YA2 79.25 (ft ) (lbs) (in) (in) (lbs) Qty (lbs)
Al 2.3 195 N/A N/A 171 2 98 OK
Al A, 7.7 656 6.00 18.00 171 5 131 OK
Single. Pressure away from stops:
36.38
Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
Ai Al Zonez O.C. Cap. Load Result
79.25 (ft ) (lbs) (in) (in) (lbs) Qty
(lbs)
Al 10.0 1 851 1 6.00 18.00 171 1 5 170 OK
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TATE OF lV Luis R.Lomas P.E.
j05060 OR��p.-•\�1�- FLNo.:62514
1 of 2 //< , •. • . . G \' 1/7/2010
''%S/ONA�`����`�
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
]�, A
Zone zO.C. Cap. Load Result
79.25 (ft) (lbs) (in) (in) (lbs) Q� (lbs)
At 2.3 195 N/A N/A 171 2 98 OK
AZ 8.9 753 6.00 18.00 171 5 151 OK
Anchor Locations:
36.38
18.19
6.00 TYR — 6.00 TYP.
t-
6.00
1
13.45
MAX.O.C.
J-
79-25
1 _
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
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Luis R.Lomas P.E.
FL No.:62514
2 of 2 117/2010
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AND SMOKE DEMELOPED NDEx O�50 PER ASTM ETM.
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1. ANCHOR ANALYSIS FOR _OARING COND"IONS PREPARED, _
SIGNED AND SEALED 3Y LUIS R. LOMAS. PE 4
(FLORIDA /62514) WITH THE LOWEST (LEAST) ( <
FASTENER RA-'NG FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. AMB, HEAD, AND S; I
THRESHOLD FASTENERS ANALYZED FOR THS UNIT INCLUDE �nrnz lz
F'
010 WOOD SCREWS OR 3/16" -APCONS. A PHYSICAL :> 4
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2'. 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LA-CH AND
2. MULLIONS TO 9E 2-'/2" X 4-3/8' STRUCTURAL GRADE SERIES 980 GRADE ' DEADLOCK HARDWARE TO BE INSTALLED m
FJ PINE ON CONTINUOUS HEAD AVD SILL UNITS. BACK TO A( S-1/2" CENTERLINE. _o
BACK ,;AMB UW-S JO.NED WITH 1' X 1/2• LONG 2.;4" X 4" FULL MORTISE BUTT HINGES
CORRUGATED FASTENERS LOCATED 3" FROM TACH END
AND MAX:MUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD rl^^
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM L•"-
17" O.C. YN i AWN t
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES CCME FROM _02V* _.0.25'
ANSI/AF&PA NDA FCR SOUTHERN DINE LUMBER AND ACHE:VEMENT Su
S.
THE
T IT�OS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE tl-� �- a-� �- '�°pWH swi N.T.S.
MIN'MUM EMBEOMENF OF 1-1/4•. Cer<amto.� �y a z Dm F SN5
4. WOOL) BUCKS BY OTHLRS MUST BE ANCHORED PROPERLY 1`0 Fnwae
1RANSFER LOADS TG 'n'RUCTURE.
5. MINIMUM DESIGN VALI,F- STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD DUCK TYPICAL MASONRY aaw-w_rw�ae_w
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#10 x 2" 8 x 2-1/2" MUST 3E DRILLED TiROUGH Ii-a_
18 x 2-1/2" THE THRESHOLD & N 0 THE '�{',,,O �;
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