HomeMy WebLinkAboutNOP CERTIFICATION..voo2
NOTICE OF PRODUCT CERTIFICATION
ST. Lucle County, Permitting
.,I if I yAeI '",�Ry Company: Masonite International Corporation Certification No.:
NI013747-RI
1955 Powis Road Certification Date:
06/08/2017
i II
West Chicago, IL 60185 Expiration Date:
06/30/2021
*,k
Revision Date:
04/13/2018
Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
SCANNED
"rt (w/Wood Frame unless noted)
BY
e Specification: TAS 201/202/203-94
I
St. Lucie County
Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered)
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 witbin
NAMPs Certified Product Listine at wwwAamicertification.com. NAMIN Certification Prooram is accredited by The American National Ctnndnrds Instittrte tANRt1-
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
outswing
OP a ue
Size
Pressure
Pressure
Rated
Comments
X
1/S
Opaque
3'0" x 6'8"
+70/-70
0.0 psf
Yes
ATLNC 1001.01-13
Single
Maximum Panel Size: 3'0"x6'8"
Anchor Details-DWG-MA-FL0211-17
X
O/S
Opaque
3'0" x 6'8"
+70/-70
3.0 psF
Yes
ATLNC 1001.01-13/W-1857
Single
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50 psf
Anchor Details-DWG-MA-FL0211-17
XX
its
Opaque
6'0" x 6'8"
+551-55
0 psf
Yes
NCrL-210-2930-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX
O/S
Opaque
6'0" x 6'8"
+55/-55
3.0 psf
Yes
NCTL-210-2930-1
Double
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50psf'
Anchor Derails-DWG-MA-FL0211-17
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930-I
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 37' x 6'8"/Sidelite: 3'0" x 61"
Anchor Details-DWG-MA-171,0211-17
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+551-55
3.0 psP
Door -Yes
NCTL-210-2930-1
Single w/Sidelite
Glazed Sidelite
4.5 psf'
Sidelite-No
Maximum Panel Sim: 3'0" x 6'8" /Sidelitc: 3'0" x 6.8"
7.50psf'
Anchor Details-DWG-MA-F1.0211-17
OXO
I/S I
Opaque Door
9'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
-
Anchor Details-DWG-MA-FL0211-17
OXO
O/S i
Opaque Door
9'0" x 6'8"
+551-55
3.0 psP
Door -Yes
NCTL-210-2930-1
Single w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Size: 3.0" x 6'8" /Sidelite: 3.0" x 6'8"
1
7.50psf'
Anchor Dctails-DWG-MA-FL0211-17
OXXO
I/S I
Opaque Door
12'4" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930.1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0"x6'8"/Sidelite: 3'0"x6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-55
3.0 psf
Door -Yes
NCTL-210-2930-1
Double w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
7.50 sf'
Anchor Details-DWG-MA-FL0211-17
-Denotes Bumper Outswing Threshold 2-Denotes ZSeries Outswing Threshold 3-111-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Ounwing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: _"4�
nl MASONITE.
WOOD -EDGE STEEL DOOR UNIT
6'-6" DOUBLE DOOR WITH/ WITHOUT SIDELITES
GENERAL NOTES I
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTEC'NVE SYSTEM (S 7MGn) 6 NOT REQUIRED ON
OPAQUE PANELS, BUT 6 REQUIREEOO ON GVSED SIDELITES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVIIZ),
HURRICANE PROTECTIVE SYSTEM 6 NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
S. PLASTICS TESTING:
Trc nrcnRiRnnu
SELF IGNITION TEMP
ASTM D1929
B42 'F > 850 'F
NATE OF BURNING
I ASRA D675
1.28 IN/MIN
_
SMOKE DENSITY
ASTM D2943
70.2R I
TENSILE STRENGTH-
ASTMM D638
1.BA DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
f
it ■. �■ %; ■ '■_. _■'
11 III II ��I� �11
l iI 'll '1� jl� III
IIIT rrrj �/
NFIG
I MAX WIDTH
X
37.5
%X
4
OX %0
5
O%0
112.5
OX%0
149
149" MPX. OVERALL FRAME RIM
21" MAX J6.375" MAX.
D.L.O. - PANEL WIDTH 37.5" MAX.
W/ASTRAGAL I FRAME WIDTH
m
O
W b
Lo o
i
�
a
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
INSWING
U
IN
INSWING
BUMPER 0 S
Z- SERIES O S
HIGH DAM 0
4 0 S
HP BUMP O S
+70.0 -]0.0
+ D.0
-70.0
N A
+20.0
-20.0
+30.0 -30.0
+SO.O - 0.0
+50.0 -50.0
+50.0 -50.0
.0
+55.0
-5 .0
N A
+20.0
-NO
+ 0.0 -30,0
+50.0 -50.0
N A
N A
N A
A
N A
+55.0 - .0
I +55.0
-35.0
N A
+20.0
-10.0
+30.0 -30.0
+50.0 -50.0
N q
I No
TABLE OF CONTENTS
SHEET #1
DESCRIPTION
1
1TYPICAL ELEVAPONS & GENERAL NOTES
2
ANC ORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS &DETAIL$
e';e
aVy-
KURT HALTHAZOR
FLORIDA P.E.
IF56533
N
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0
Q (L
W
F
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az
I
5126117
N.T.S.
SINS
BY
uP Ha:
�MA-R0211-1]
1 rF�
1` SEE DETAIL
'C'
M
6'3 i I 3 SEE DETAIL3 3. c I I I 6'
6' —I
6 6'
3'
�
g
OA
A
_
B
w
0 B
s
II
8'
Ir
8' 3'
6'
�
II
e
3' t 3' c 3' e I � —I 1� 3.1
6'3'ff
'
3' --{{ 3'
SEE DETAIL 3-
#8 X 2"
(/8 x 2" //10 x 518"
#8 x 2" 5/8"
�10 x 2—i/2" //10 x 1" ATTACH ASTRAGAL RETAINER BOLT
10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "D
DETAIL "C""
1
1.375'
0.962'
1.�
1
1.437'
T
T
T
��
INSWING THRESHOLD,
BUMPER
O/S THRESHOLDO/S THRESHOLD
T4
O/S THRESHOLD
1
1. 2'
1.75'
j 7'
1.437'
T
T
T
�y
Z—SERIES 0/S THRESHOLD
HIGH DAM
O/S THRESHOLD
HE
O/S THRESHOLD
Hm MT
Hm MUT
EE DETAIL
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
.DETAIL "F" ASTRAGAL
/6 x 1-1/2• PHS
1/2. 6IIE
ffiEIDDB 'V--�� R�BI06
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
SEE DETAIL
'C' SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED IFOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MINj 3/4".
w
U
a SEE
D.
0
6
g•
3
_6.
I
I— 3'
6" 6'
to
0
na.
—
—
0
w
w 9
I I
G H
II II
R
I
rc
f
3' -i i- t 3.6 F e 6'—Ll �ii3.I
6'� �_.6-
1. ry 4
— 0 22K5"
SHIM
CIL
TYPICAL MASONRY
ANCHOR INSTALLATION
2 SCREWTHE WOOD SINGLE SHEAR
ANSI/AF&PANDAFOR SOUT ERN �INEGO LUMBER A DACHEVEMENT iMIN•
OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".I
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE. 1
4. MINIMUM DESIGN VALUE STRENGTHIOF ANCHORS 155 LBS.
1.25'
;HIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
HARDWARE SCHEDULE _
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
IAT 5-1/2 CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1'K1 2' CORRUGATED %1OKY WOOD SCREW
3' FFRROM EACH END 6" FROM EACH END
AND 7' OC AND 12' OC
� RyL
MATE"%C
CAULK
MY C I
CAULK CL
CMULLON WOOD
ONION WOOD (BOXED) MULLION TI(BOX D)
(3WODD SCR92S
EACH END
e
o•
INTEGRAL WOOD
MULLION (CHS)
Add¢rdmilpLLY'
AM
C•GTDOT•N¢:.
gAMI�A
Is"".. N.T.S. I
W.
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
43a688-0609
dlomas( 1domasoe.com
Manufacturer: Masonite
Report #: 514010
Date: 05/01/2017
Test Report: N/A
Product: Single door Tx 68" (Wood Frame)
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.
Anchor capacity in shear condition:
Solid members w/ 6 w/nd gap:
a. With threads present In shear plone '
Fastener, type: 910 wood screw
(NDS 2012, TR12)
Ncmmal diameter: D: 0.190 in
bap: g: 0.0000 in
Root diameter: Or: 0.1521.
Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: F,= 80,000 psi
Side member: Douglas Fir -Larch (6=0.50)
Main member: Spruce -Pine -Fir (6=0.42)
Sidememberthicknes: t,= 1.000 in
Main member thickness. Us; 1.500 in
Side member dowel bearing strength: F. = 4,650 psi
Main member dowel bearing strength: F,. = 3.350 psi
Side member dowel bearing length: 1. = 1.000 in
Main member dowel bearing length: I. = 1.140 in
Mode-.
Made I.
ModeII
Modelun
qm=
636.5 lbs/in
qs= , 884 lbs/in
A:
0.0007
A:
0.00096
P=
725.61 lbs
P= 884 lbs
B:
1.07
B:
057
Ka=
2AOO
Katz 2.400
C:
427.67
C:
-253.62
7,=
3021bs
Z,= 368 lbs
p=
331 lbs
Mott
46.8 in-lbs
Ka=
2.400
P=
297 lbs
Min Design value:
Z= 110 lbs
Z=
1381bs
Ka=
2.400
Duration Factor:
Ca= 1.6
Z=
124 lbs
Allowable Design Value (ZCa): Z'=
175
Ibs/arwhor
Mode III,
A: 0.00107
B: 0.5
C. -267.7
Mm= 46.8 in-lbs
P= 319 Ibs
Ka= 2.400
Z= 133 lb.
Mode IV
A: 0.0014
8: 0.000
C. -93.6
P= 263 lbs
Ko= 2.400
Z= 110 lbs
Solid members w/ 6 w/out gap:
a. With threads present in shear plow
Fastener type: #10 woad screw
(NOS 2012, TR12)
Nominal diameter: M
0.190 in
Gap:
g: 0.0000 in
Root diameter: or:
0.152 in
Moment mW:
0.0000 in
Minimum required penetration: p:
1.140 in
Screw bending yield strength:
Fp= 90,000 psi
Side member: Douglas Fir-Larch(&0.50)
Main member:
Steelstrap/clip
Sidememberthickness: t.=
1.000 in
Main member thickness:
t.= 0.048 in
Side member dowel be ring strngth: F. =
4,650 psi
Main member dowel bearing strength:
F,. to 61,850 psi
Side member dowel bearing length: I. =
1.000 in
Main member dowel bearing length:
I. = 1.140 in
Mode I. Mode I,
Mode II
Mode 111. Mode
III,
Mode IV _
qm= 117521bs/in qs= 884 lbs/in
A: 0.0003
A: 0.00059 A: 0.00033
A:
0.0006
P= 13397 lbs P= 88416s
8: 1.07
8: 057 8:
0.5
8:
O.ODD
Ka= 2.400 Kr,= 2AD0
C:-4038.9
C.-3864.9 d
-267.7
C:
-93.6
Z.= 5582 lb. Z,= 366 lb.
P= 2287 lbs
Me= 46.8 in-lbs Mm=
46.8 in -Its
Ka= 2.400
P= 21261be P=
420 lbs
P=
392 lbs
Min. Design value: Z= 163 lbs
Z= 953 lbs
Ko= 2.400 Ka=
2AD0
KD=
2.400
Duration Factor: Ca= 1.6
Z= 886 lbs Z=
175 lbs
Z=
163 lbs
Allowble Design Value (ZCO: Z'=
262 Ibs/armhor
Fastener type: 1/4" 1TTV Tapcon
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment
1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs
Edge distance: 2.00 in Tabulated shear design value Z = 161 Ibs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs
Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs �� t5 • �9 //
Actual spacing: 3.00 in Reduction factor: 0.91 •' ,
Allavnble Design Value (Lf.rra): Z'= - 155 Ibs/michor - \ ~' \r`� E NSF •s'�
Minimum anchor capacity: 155 Ibs/ano:hor =*• TrsyAT �r et •.
/J w l
Note: Anchors wlfh Ne Want eapaGyfs uaetllorealeuladona to qua My anchors wIN hlghereapaclty. r A
0 F ,'
Anchor ealeuladons, minimum required anchors /Q • P . �
36.38 a Design pressure: 85.0 psf ��F� �10R10 . GN�
Y 79.25
At
'1 of 2
A4ax.
Anchor
-a-
Area
Load
Ind.
Cap.
Qty
Load
Zane
(lbs)
(in)
O.C.
Wsult
(in)
(lbs)
Obs)
Ar
2.3
195
N/A
N/A
155
2
98
OK
Ae
7.7
656
fi.00
18.00
155
5
131
OK
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewi.Wle, NC 27023 Report #: 514010
43a688-0609 Date: 05/0112017
rllomasfa)Idomasoa com
Anchor Locations:
i
38
18.19
6.00 TYR 6.00 TVP.
1
l
i
6.00
Installation instructions.
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052' THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
2of2
��J.••�EN•.q
*. c,51
TAT OF
OR VD.Vt'
0ONAt11E�G`��
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017