HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
V.0�eRngDgnoy`_.; Company: Masonite International Corporation Certification No.: NI006110.03
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1955 Powis Road Certification Date: 07/23/2005
West Chicago, IL 60185 Expiration Date: 12/31/2020
" N Revision Date: 11/21/2014
Product: Wood-Edge Steel Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
F (w/Wood Frame unless noted)
�iED Pe° Specification: TAS 202
The"Notice of Product Certification"is only valid if the NAM 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 Pro ram is accredited b 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 Glazed 3'0"x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X O/S Glazed 3'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7E�'
Single Maximmn Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05 :j .
XX I/S Glazed 6'0"x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XX O/S Glazed 6'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XO/OX I/S Glazed Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelite Glazed Sidelite Sidelite-No MA-WL0115/16/17/18/19/20/21-02
Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XO/OX O/S Glazed Door 6'0"x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
OXO I/S Glazed Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-171-0 130-05
OXO O/S Glazed Door 9'67x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No, Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO 130-05
OXXO 1/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 2.86 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximmn Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
OXXO O/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 7.60 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X I/S Glazed Ventlite 3'0"x 6'8" +55.0/-55.0 2.86 psf No NCTL-210-3461-1
Single Maximwn Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X 0/S Glazed Ventlite 3'0"x 6'8" +55.0/-55.0 0.0 psf No NCTL-210-346 1-1
Single 1/laximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO 130-05
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072/Tel:(804)684-5124 Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
149"MAX. OVERALL FRAME WIDTH Q_
-
❑o 0
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375 U cD" MAX. .1
D.L.C.- -PANEL W!DTH- 37.5" MAX. - Z p J
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES VV/ASTRAGAL I FRAME WIDTH O L _
GENERAL NOTES W U
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z n-
THE FLORIDA BUILDING CODE AND WHERE PRESSURE �-
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ULJU
DESIGN LOADS FOR BUILDINGS AND OTHER STRJCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTEC. �_ c)
2.. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. X co W
3. IN THE HVHZ, FACTORY PRIMEC DOORS MUST BE PAINTED IN O
ACCORCANCE WITH SECTION 2220 OF THE FBG. _ Oi
M
4. PCLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
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5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT I o g
SELF IGNITION TEMP ASTM D1929 1 740 'F > 550 -F
RATE OF BURNING ASTM D635 1 0.77 IN MIN " z
SMOKE DENSITY ASTM D2843
TENSILE STRENGTH-
_I ASTM 0638 1 7.50% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
cmc < �
4500 HOURS XENON ARC METHOD 1
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DOUBLE DOOR UNIT W/SIDELITES a i
Adderdum io NAMI V 1 V1V'U1 V1
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INGL E 0 R-UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR L'NIT SINGLE 000.4 UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT
WITH SIDELI7E WITH SIDELi7E WITH VFNTLI i F w O U m¢Z
'WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% CF DFSIGN PRESSURE / "
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING L Iry y ScALE: N.T.S.
SHEET # DESCRIPTION X 3/.5 +bO.b -50.5 +SU.S -50.5 +19.0 -19.0 150.5 -50.5 DWG.0Y: SWS
I TYPICAL ELEVATIGNS & GENERAL NOTES XX 74 +50.5 -50.5 50.5 -50.5 +19.0 -19.0 _+50.5 f_ -50.5__ --
- ___ ._....--
2 .ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 -50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Cl-K.BY.
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +SD.S -50.5 KURT SALTHAZOR DRAWING NO..
OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLOR!DA P.E. DWG-MA-FL0130-051
X - VENT 1 37.5 155.0 -55.0 +55.0 -55.0 N A N/A #56533 _
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Addendum to NAMI vt cn tos to/n
CeNiicalion ND.:
Reviewed BY -- z
Date Reviewed: 3_1 Q/% ca J
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/ASTRAGAL RETAINER BOLT HCLE d Lo z
#i 0 x 2" 8 x 2-1 2" MUST BE DRILLED THROUGH �'C) w
#8 x 2-1/2° # / THE THRESHOLD & INTO THE iso? x
#10 x 5/8" STRUCTURE DEEP ENOUGH o <T .
#8 x 2-1/2" #10 x 1" FOR A 1.375" THROW _o co
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#10 x 5/8"
❑ #10 x 3/4" ---� DETAIL "F" ASTRAGAL
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#10 x 2" DETAIL "E" ASTRAGAL IG (1/8"TEMP.GLASS)
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995t
W/O°TIONAL DECORATIVE INSERT ---
\ ALUM. STEEL OR BUTYL SPACER
DETAIL "D" STRIKE PLATE TO FRAME \ 1/2•'BITE w o U m p
DETAIL "C" AS SHOWN. z
TYPICAL ��--Ne x 1-1/2"PHS
DATE: 7/ii/05
0.962°I SCALE: N.T.S.
1.375" — DWG.BY: SWS
DOW 995 I I ChK BY:
XTERIORINTFRIOR DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DEI'A!L PWG-AIA-F10130-05
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z T
SIGNED AND SEALED BY LUIS R. LOMAS, PE o z
(FLORIDA #62514) WITH THE LOWEST (LEAST) < w
FASTENER RATING FROM THE DIFFERENT FASTENERS LL w a
BEINC CONSIDERED FOR USE. JAMB, HEAD, ANDo a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE d n N z
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ��o 0
HARDWARE SCHEDUL_ ¢v u W N
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR — -- Nom >
LOCATION. TAPCON ECCE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o 5 a
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIFS 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTAL-ED m
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. 110"
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES mN1.2N
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 0) N
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" 0.C', 1.75" ` '-._ ...._y._._� oc�m'z
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _025„ MIN _0.25"
t I i � I I
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENI' jSHIM SHIM DATE: 7/11/05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE6.T
AdckrtoNAII
MINIMUM FMF3F.DMF.NT OF 1-1 4". C_—i — CL—� �— SCALE: N.T.S.
CerliUfiDn6b.: BY.
SWS
Reviend By.
4. WOOD BUCKS BY OTHERS MUSE BE ANCHORED PROPERLY TO nate Fe' ,� . GMK.9Y:
TRANSFER LOADS TO STRUCTURE. DRAWING NO
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 L3S. TYPICAL WOOD BUCK TYPICAL MASONRY owr.-Ma-FLD+ D-os
ANCHOR INSTAL-4TION ANCHOR INSTALLATION
SHEET .3 OF J
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Product: Double Door with sidelites 12'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-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FL0168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FL0172-07
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 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: 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: 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 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 calculations,minimum required anchors
Double. Pressure against stops with bump threshold:
36.38 36_38 Design pressure: 60.0 psf
Al Al Area Load Ind. Max. Anchor
Y Zone (ft') (lbs) (in) O.C. Cap. Qty Load Result
A22 A2 79.25 (in) (lbs) (lbs)
Al Al A, 2.3 138 N/A N/A 171 1 138 OK
t A2 7.7 463 6.00 21.00 171 5 93 OK
72.75 A3 7.7 463 N/A N/A 171 3 1 154 1 OK
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Luis R.Lomas P.E.
FL No.:62514
1 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Double. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
Zone O.C. Cap. Load Result
Al - Al 79.25 ft) (lbs) (in) (in) (lbs) Qty (lbs)
A, 10.0 601 ' 6.00 21.00 171 5 120 OK
Az 10.0 601 N/A N/A 171 4 150 OK
72.75
Double. Pressure against stops with saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
f
Area Load 2nd. Max. Anchor
Al Al Zone O.C. Cap. Load Result
AY YA
(ft2) (lbs) (in) (in) (lbs) Qty (lbs)
4 79.25 A, 2.3 138 N/A N/A 171 1 138 OK
A2 8.9 532 6.00 21.00 171 5 106 OK
A3 7.7 1 463 1 N/A N/A 1 171 3 1 154 1 OK
72.75 A4 10.0 601 N/A N/A 1 171 4 1 150 1OK
Double with sidelites. Pressure against stops with bump threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone z O.C. Cop. Load Result
Al A4 A4 Al (ft) (lbs) (in) Qty
(in) (lbs) (lbs)
Ay A3 YI Y _Y YAI A, 2.4 146 N/A N/A 171 1 146 OK
79.25 A2 7.9 473 6.00 21.00 171 5 95 OK
Al A4 A4 Al A3 1 7.8 468 N/A N/A 171 3 1 156 1 OK
A4 2.3 138 N/A N/A 171 1 1 138 1 OK
147.75 A5 7.7 463 N/A N/A 171 3 1 154 1 OK
Double with sidelites. Pressure away from stops:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone z O.C. Cap. Load Result
Al �/ (ft) (lbs) (in) (in) (lbs). Qty (lbs)
A L 1 1 J A2 79.25 A, 2.4 146 N/A N/A 171 1 146 OK
A3 I A2 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 1 8.9 1 537 1 N/A N/A 1 171 4 1 134 1 OK
A4 1 10.0 1 601 N/A N/A 1 171 4 1 150 OK
147.75
Double with sidelites. Pressure against stops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Ind. Max. Anchor
f ' f f t ` Zone (ft)z (lbs) (in) Qty O.C. Cap. Load Result
Al Y � Y Al A, 2 .4 146 N/ A (in) (lbs) (lbs)
N/A 171 1 146 OK
A2- �A2 79.25 A2 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 1 7.8 468 N/A N/A 171 3 156 OK
I A4 8.9 537 N/A N/A 171 4 1 134 OK
147.75 A5 2.3 138 N/A N/A 171 1 138 OK
A6 7.7 463 N/A N/A 171 3 154 OK
A7 10.0 601 N/A N/A 171 4 150 OK
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2 of 4 /�s . . • G \ 1/7/2010
��iis/ONAL}E����\
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door with sidelites
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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
3 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door
36.38 36.38
6.00 TYP. 6.00 TYR 18.19 TYP.
3.00 TYP.
1
6.00
1
13.45
MAX.O.C.
79.25
_L-
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
4 of 4 1/7/2010