HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATIONNOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
West Chicago, IL 60185 Expiration Date:
Revision Date:
NI007077.07-R1
05/22/2017
12/31/2020
09/27/2017
�kyna Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
ED (w/Wood Frame or Worldwide Composite Frame unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
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 68"
+60/-65
0 psf
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8'
Anchor Details-MA-FL0170-07/W-1807
X
O/S
Opaque
3'0" x 6'8"
+60/-60
3.75 psf/ 6.0 psf
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
10.5 psf Z/9.0 psf 4
Maximum Panel Size: 3'0" x 6'8'
Anchor Details-MA-FL0170-07/W-1807/W-1835
XX
I/S
Opaque
60" x 6'8"
+501-50.5
0 psf
Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XX
O/S
Opaque
690" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf
Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
8.25 psf 2/8.25 psf 4
Maximum Panel Size: 3'0" x 6'8'
Anchor Details-MA-FL0170-07/W-1807f W-1835
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+50.51-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf z/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXO
I/S
Opaque Door
910" x 68"
+50.5/-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-171,0170-07/W-1807
OXO
O/S
Opaque Door
910" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
8.25 psf z/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0".x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807lW-1835
OXXO
I/S
Opaque Door
12'4" x 6'8"
+501-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
8.25 psf z/8.25 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807lW-1835
1-Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 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
MODELS
SHORT
LONG
CLOPAY
GD2SP, GR2SP
GD2LP, GR2LP
GALLERY
HOLMES
ARTISTRY
AR2SP
AR2LP
IDEAL
EXPRESSIONS
ED2SU
_
ED2LP
RECEIVED
- :
JU 0 L�J18
rl
s�T, Wd� &untgermitting
Z
3
C
II 0O
0
�z
or,
ow
O
o
. AI
R OF IN1'�RM.
DOOR WIDTH
HINGES/JOINT
6'2' TO 7'6'
2
7'8' TO 9'0'
1
DOOR HEIGHT
tl OF
SECTIONS
UP TO 810'
4
8'3' TO 10'0'
5
10'3' TO 12'0'
6
12'3' TO 14'0'
7
14'3' TO 16'0'
8
MAX SECTION HEIGHT, 24'
♦`♦♦,,
*: Noig
*L
=0' s.�ST
'--t OR T' P N
/ONA1-E���♦
�14tnu11111
➢ESIGN ENGINEER:
SCOTT HAMILTON• P.E.
3
MODELS FLUSH GROOVED SHEET-
CLOPAY CLASSIC 4302, HDGC 4305, HDGR 1 OF 3 REV.
04
HOLI4ES CLASSIC 6202 6205
IDEAL CLASSIC MFC68 SFR68, MFR68
OPTIONAL GLAZING SHALL BE IMPACT RESISTANT GLAZING,
MAXIMUM GLAZING SIZE (OLO) IS 38-1/2'.x13°. GLAZING
MAY BE SHORT -PANEL (SHOWN) OR LONG -PANEL (NOT
SHOWN). SEE SECTION B-B ON SHEET 2 FOR DETAILS.
GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR
INTERMEDIATE SECTION (NOT SHOWN).
.--t A
OPTIONAL OUTSIDE KEYED
LOCK POSITION
MAX. DOOR WIDTH = 9'-0"
SHORT PANEL SHOWN
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING -CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDDIONS: 1) ENCLOSED
BUILDING, 2) DOOR HIS 2- OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH
ANSI/OASMA 108. SITE -SPECIFIC CALCULATIONS BY A OUAUFIEO
DESIGN PROFESSIONAL MAY DIFFER
ULTIMATE WIND
IBS
190
200
200
200
SPEED CHPH)
EXPOSURE
B, C, D
B. C. D
H,
CATEGORYHEAN
ROOF HEIGHT
25'
15,
dB
3
SEE END HINGE
VIES! B.
INTERMED, HINGE
r C.
POINT LOCKING
TRACK
2 1 1
REVISIONS
DATE: ECN NO. APPVD: DESCRIPTION
2/18/1-1—I SH I ADDED GROOVED MODELS.
IMPACT -RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MRIO. 9030,
90318. 90316. 90317. 90311. 90314, 90355) OR BAYER MAKROLON GP (VERSIONS
ALSO APPROVED: SL, AR, 15). APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC
2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD-REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
INSULATED DOOR SECTION.
DECORATIVE FACADE02) .
EXTERIOR OF DOOR. ` SELF$TAPPING IS/CREWS.
(12) g8-18 x 1/2".
SELF -TAPPING SCREWS.
1/4" THICK POLYCARBONATE
GLAZING.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
SLIDE BOLT LOCK
EACH SIDE OF DOOR.
END
STILE
ENGAGES INTO
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
OUTSIDE'S
END
DOOR.
KEYED
HANDLE.
STILE.
INSIDE SLIDE BOLT
INSIDE HANDLE
LOCK OPTION.
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION,
DESIGN LOADS: +54.0 P-S.
TEST LOADS: +81.0 P-S.F.
Unte:s Stolle Olher.'se -
TOLERANCES ,re
.0 t.031
80d^
.00 t.015
DES
.000 = t.005
.0000 = t.001
DRA
Degrees = tt/2'
CHE
Unless Stored OfAer.rise
D.f%,0N5 ARE Iry .NC1¢s.
DIV(
2 FLOR90A
INTERIOR OF DOOR.
RETAINER..
ALUMINUM FRAME.
IBM
C
B
END
STILE.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING. MANUFACTURING PRODUCT CODE
DSIE-IF471
& -60.0 P.S.F. PART NO.: N/A
-90.0 P:S.F. A
:lopay Tess Ha OH 45040 4U ,./vTQNDLOAD-RATING
cdxu Cwrwq I'm No. 513-770-4853 T'I/ V D P 5 4
IPTION: 2" GALLERY EPS SINGLE -CAR DOORS (SEE TABLE)
I BY: BFA DATE: 7/08/08 1 SCALE: NIS I DTVG.T:�
:ED BY: SH DATE: 7/08/09 1 SHEET 1 OF 3 ISIZE L
NO.: 104119 1 VER: IBC
IRRU DD MC T apFaOQL 5684
MODELS
SHORT
LONG
MODELS
FLUSH
GROOVED
SHEET:
CLOPAY
GD2SP, GR2SP
GD2LP, GR2LP
CLOPAY CLASSIC
4302, HDGC
4305, HDGR
2 OF 3
REV. NO.
.ZONE:
DATE: E
GALLERY
04
-
-
HOLMES
AR2SP
AR2LP
HOLMES CLASSIC
6202
6205
ARTISTRY
!DEAL
ED2SU
E➢2LP
IDEAL CLASSIC
MFC68
SFR68, MFR68
27 GA. (0.016-
MIN.) STEEL
EXTERIOR
EXPIRESS ON
SKIN VATH G-40
MIN. GALV.,
BAKED -ON
PRIMER AND A
BAKED -ON
POLYESTER
D
PAINTED
TOP COAT.
HORIZONTAL (TOP) JAMB
NO LOAD FROM DOOR)
FASTENER
TYPE
L1AX. O.C.
C
2x6 VERTICAL JAMB 1
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
Ts
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 26 VERTICAL SYP (GRADE 92 OR BETTER) JAMISS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +243 LB & -270 LB. PER LINEAR
FOOT OF JAMS.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4_ A 1/3 STRESS INCREASE FOR VIIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
PREPARATION OF JAMBS BY OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
CODES FOR THE LOADS LISTED ON THIS DRAWING.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
t,m Tn RE llccn 1n2 ATTAt`H61ENT nE To— ANr:IE TO 7.9 V RTlf.Al .IAMRS nR SUPPORTING STRUCTUREI
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BEVEEN
FASTE ERS•
STEEL
RS
REQUIRED?
H CMU B K VIAL
1 4" i-1 4' MIN 1 TRAE N CONCRETE ANCHOR
6-3/4"
1" O.O.
GROUT -FILLED C% BLOCK
1 <" x 1-3 4" Mlu. EMBED ULTRACON CONCRETE ANCHOR
11-1 4
1" O.O.
2000 PSI L CONCRETE
1 < x 1 MJN. EMBED ULTRACON CONCRETE ANCHOR
9-3 4
1' O.D.
2000 PSI IAIN. CONCRETE
1 4" x 1- MJN. ELIBED TAPCON CONCRETE ANCHOR
8"
1" O.D.
I T
3 8" X 1-3 4" INN. EMBED WEJ-IT ANKR TITE SLEEVEANCHOR
INCLUDED
4 51 M N T
X - 4" ! 1 •. M IY - A TIT H
IN w— 0
N AM
R! 7 1- M IN T
-
1 O.O.
• FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
\ MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS.
(
l�
cj \OENSFrO2''�� METAL 4CREV75ET
No 68fat-41
O
1E !{ 1/4"x3/4'SELF
`•j Q` 00 TAPPING SCREWS O
S+...... � �0�� 14 GA. END HINGES 18 GA INTERL4EDIA7E HINGE
'7�h sftP% VIEW "B- VIEW "C"
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
TONGUE AND GROOVE
-d 3' r-
1-7/88""
I
3" TALL 50 KSI U-BAR
20 GA. GALV. STEEL.
2
REVISIONS
D: DESCRIPTION
SEE REVISION HISTORY ON SHEET ONE.
2" THICK
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
1.95" THICK, 1S DENSITY EXPANDED POLYSTYRENE
_ FOAM INSULATION LAVJNATED TO BOTH EXTEROIR
AND INTERIOR SKINS. FOAM INSULATION IS AN
APPROVED FOAM PLASTIC (PER FBC 2612.2) AND
MEETS REQUIREMENTS OF FBC/IBC 2603.4.1.9.
12 GA. GALV. STEEL TOP ROLLER
BRACKET. EACH BRACKET ATTACHED
W/(4) #14x5/8' SHEET METAL
SCREWS.
14 GA. GALV. STEEL ROLLER
HINGE. EACH FASTENED TO END
„o- STILES VJ/(4) #144/8" SHEET
METAL SCREWS AND (4) 1/4-X3/4'
SELF TAPPING SCREWS
(2) 3" TALL x 20 GA. GALV. STEEL U-BARS PER
DOOR SECTION, ATTACHED WITH (2) 1/4"x3/4" SELF
TAPPING SCREWS PER HINGE LOCATION.
27 GA. STEEL GALV. INTERIOR SKIN WITH A
BAKED -ON PRIMER AND A BAKED -ON
POLYESTER PAINTED TOP COAT.
13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED
WITH (4) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
D
C
Im
DSIE-1F471
'SIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. PART NO.: N/A
ST LOADS: +81.0 P.S:F. & -90.0 P.S.F. A
Unless Sl4eed Otherwisa = Cinpay 8585 Duke Boulevard VINDLOAD RATING
TOLERANCES are TelNo off -770 800 \ 1 O D P 5 4
Tel
Mason. N 45040
USA W O
.0 3.031 BuSLr4 Prsd¢ts C=p24Y Fos Na. 513-770-4853
,00 3.015 DESCRIPTION: 2" GALLERY EPS SINGLE -CAR DOORS (SEE TABLE)
.000 1.005DRAWN BY: BFA DATE: 7 08 08 SCALE: NTS
.0000 = _.001 / / D1YG.D
Degrees ±I/2' CHECKED BY: SH DATE:7/OS/OB SHEET 2 OF 3 ISIZE J—)
less Stated Otherwise
JENSIONS ARE at INCHEi D1YG. NO.: 104119 VER: IBC
FLOG OMDD Q "OODMC�� APPROVAL 6(� 0 4
4
3
2 1
MODELS
SHORT
LONG
14UDELS
FLUSH
GROOVED
SHEET'
REVISIONS
CL13PAY
GALLERY
GD2SP, GR2SP
GD2LP, GR2LP
CLOPAY CLASSIC
4302, HDGC
4305. HDGR
3 OF 3
1 REV. N0.
ZONE:
I DATE:
I ECN NO.jAPPVD:l
DESCRIPTION
-
SH
SEE REVISION HISTORY ON SHEET ONE.
HOLMES
ARTISTRY
pR2SP
AR2LP
HOLMES CLASSIC
6202
6205
04 - -
^V�IOERL�^n
ED2SU
ED&L
IDEAL CLASSIC
MFC68 .
SFR68, MFR68
2' TRACK CONFIGURATION.
NOTE. TRACK CONFIGURATION
-�
-ABOVE THE DOOR OPENING DOES
=
NOT AFFECT THE WIND LOAD
RATING OF THIS DOOR,
1
o
o
(l
-
u
x
U •L•
C
z
z
z
0
3" TRACK IS ALSO AVAILABLE.
0
i❑
i DOOR COUNTERBALANCE SYSTEM
JAMB CONFIGURATION,
HORIZONTAL TRACK
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
DOOR
SUPPORT BY DOOR
.
�- JAMB VAIN (3) 5/I6- X 1-5/8- LAG SCREWS
HEIGHT -L"
INSTALLER (TO SUIT). .
AND TO TRACK WITH (2). t/a' RIVETS.
7'-
2.6 SYP WOOD JAMB. SEE
OPTIONAL STOP MOUL06NG BY INSTALLER (TO SUIT).
AS ROD: SPACING MIE 30' O.C.
JAYS PREPARATION NOTE"..
I8 GA MIN. (0.049-) GALV. STEEL END STILE (2-1/2`s2"X3/8-)
8,_Q_
'
FASTENED VATH (1) g8 X 1/Y WAFER SCREW.
T STEEL TRACK.
62`t4" 2' TRACK
TRACK THICKNESS: 0.060'.
-6^ 4
-O" i 00-
9-6" 1
10'-0"
STEEL
2-CK X 12 GA FASTGALVENED
TRACK BRACKETS FASTENED TO
11
1 WOOD JAMBS'W'ITH 5/6- X 1-5/8" �7/16" LID. ROUND 18 GA. GALV. STEEL CENTER HINGE
11'_0" 1 " LAG SCREWS. .PUSH NUT FASTENER. FASTENED TO SECTION 1V/(4) EACH
11-6" 1 g14c5/8' SHEET METAL SCREWS.
36"1:2' TYP, 2-1/2^ X 12 GA GALV. 1 '-0" 1 "
STEEL TRACK BRACKETS, _ 1< CA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH g14x5/8` C
ATTACHED TO JAMB WITH (1) 3'- " 1 ` SHEET METAL SCREWS AND (4) 1/4• SELF TAPPING SCREWS PER END HINGE.
5/16" X 1-5/8' LAG SCREW PER 3'-6" 4" 2' GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. 4'-0160` 12 GA GALV STEEL TRACK BRACKETS
14'_ WITH EITHER (2) 1/4- DIA. RIVETS OR 2- DIA SHORT STEM (C"). 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10• _ e.122 (1) 1/4- X 5/8- BOLT & NUT PER SECTION C-C
TRACK BRACKET. -
z PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET (2-1/2` x 5-3/4` x 12CA)
ATTACHED WITH (2) 1/4" s 3/4' SELF TAPPING
SCREIVS.
DOUBLE TRACK
L0V1 HEADROOM OPTION
(AVAIL FOR BOTH •2" AND 3^ TRACK)
DOUBLE HORIZONTAL
TRACK.
i
% i MANUFACTURING PRODUCT CODE
*.' No 6 8 ✓.*= DSIE-IF471
Ut DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. ppRp NO.: N/A
TEST LOADS: +81.0 P.S.F. & -90.0 P.S.F.
A
Untess Smtea Olne w e = Clopay 8585 Duke 8oulevord V]NDLOAD RATING
Tel. Na. 513-710-4WO
TOLERANCES ao Mason, OH 45040 U50. / O D P S 4
0-41153 W O
%% R PcTION` 2' GAILERY5EP515WGLE-CAR DOORS (SEE TABLE)
i,SS
�NA 000 = tA05
.0000 = t.00t DRAWN BY: BFA DATE:7/08/08 SCALE: NTS DWG.
DESIGN ENGINEER: Degrees = t I/z CHECKED BY: SH DATE: 7/OS/08 SHEET 3 OF 3 SIZE
SCOTT HA&IILTON. P:E. Unless Stotea Oth—ise
FLORIDA LICENSE No. 63286 DWENSIGNS ARE I,r "c"Es. DWG. NO.: 104119 VER: IBC
- - - - - 3 2 FLOQ�DQ. G�30O DNJC�1' QppG�30od/�t 5Go a
December 15, 2011 (revised 8/17/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7
through W9
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited independent
laboratories as required by the relevant Florida Administrative Rule, the engineering
rational analysis, and the product drawings. The test reports are listed below. Testing
was conducted by American Test Lab North Carolina and Hurricane Engineering and
Testing Inc.
For the doors listed in the Tables below, Static Pressure Tests were conducted In
accordance with. TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
115-2005.'The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the sectional garage door designs listed below in the Tables below are in
compliance with these High Velocity Hurricane Zone test requirements of the Florida
Building Code and therefore are qualified as impact -resistant assemblies (large missile
Impact).
TABLE 1• Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:
101702-Revl2, max. door size 9'0" x 16'0", +42/-48 PSF (design load)
101309-Revl5, max. door size 16'2" x 16'0", +42/-48 PSF (design load)
101296-Revl4, max. door size 9'0" x 16'0", +46/-50 PSF (design load)
TABLE 2• Drawings for doors with Manufacturing Product Code (MPC) PAN-2F143:
102621-RevO7, max. door size 18'2" x 16'0", +42/-46 PSF (design load)
103287-Rev04, max. door size 9'0" x 16'0", +54/-62 PSF (design load)
103547-Rev05, max. door size 9'0" x 16'0", +48/-54 PSF (design load)
101300-Rev16, max. door size 16'2" x 16:0, 4.46.6/-52 PSF (design load)
101706-Revl3, max. door size 9'0" x 160", +62/-72 PSF (design load)
. nlMIAtI nAc fnr rinnrc With Man rI farts i rinn Drnrli irrf f-nrlin ! TV] Of -I Il 11-91-1 /1 0
101703-Rev11, max. door size 910" x 16'0, +48/-60 PSF (design ioad)
101488-Rev13, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
103028-Rev08, max. door size 18'2" x 16'0", +46/-50 PSF (design load)
TABLE 4: Drawings for door_ with M� _Vb_c ig Product de (MPC) DSIEO-1M479:
103436-Rev02, max. door size 9'0" x 16'0', +54 -60 PSF (design load)
103560-Rev04, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) C-DSIE-1F447:
101705-Rev08, max. door size 12'2" x 18'0", +52/-58 PSF (design loa )
PAGE 1 OF 5
I
FILE: CBPC_111215-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
TABLE 6 rawings for doors with Manufacturing Product Code MPC) C-PAN-1�s:
102645-RevO7, max. door size 12'2" x 18'0", +50/-56 PSF (design load)
103288-Rev03, max. door size 14'2" x 18'0", +50/-56 PSF (design load)
TABLE 7• Drawings for doors with Manufacturing Product Code (MPC) PAN-2F4AI
104067-RevO2, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
104121-Rev03, max. door size 9'0" x 16'0", +50/-58 PSF (design load)
TABLE Q; pr wi s for doors with Manufacturing Product Code (MPC) DSIE-1F471:
104119-Rev04, max. door size 9'0" x 16'0', +54/-60 PSF (design load)
104038-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
TABLE 2• Drawings for doors with Manufacturing Product Code MPC) DSIU-1EIL
104185-ReV01, max. door size 9'0" x 16'0", +48/-50 PSF (design load)
104280-Rev01, max. door size 16'2" x 16'0, +46.6/-52 PSF (design load)
104281-Rev01, max. door size 18'2" x 16'0", +46/-50 PSF (design load)
TABLE 10: Drawings for doors witMi Manufacturing Product Code (bP,C)�7sIuo-1K4/y:
104277-Rev02, max. door size 910" x 16'0, +54/-60PSF ,(design•load)
104278-Rev02, max. door size 16'2" x 16'0, +46.6/-52 PSF (design load)
TABLE 11: Drawings for doors with ail acturing Product Code (MPC) C-DSIU-1F447:
104112-Rev02, max. door size 16'2" x 18'0", +50/-56 PSF (design load)
TABLE 12• Drawings for doors with Manufacturing Product Code (MPC) C-DSIU- D44
104245-Rev02, max. door size 12'2" x 18'0', +52/-58 PSF (design load
Test Reports:
ATL 0428.01-09 (6/30/09), 1112.01-96 (11/13/96), 0808.01-06 (10/12/06), 0305.01-
08 (5/28/08), 0924.02-02 (10/29/02), 0823.01-06 (12/18/06), 0827.01-04
(10/22/04), 1008.01-07 (11/5/07), 0606.01-05 (7/29/05), 0107.01-09 (2/2/09),
1018.01-04 (7/13/10), 0415.01-08 (5/15/08), 0331.01-08 (5/13/08), 1106.01-07
(11/29/07), 0128.01-08 (3/13/08), 0327.01-08 (5/13/08), 0610.01-08 (7/16/08),
1202.01-08 (12/17/08), 1210.01-08 (12/17/08), 0609.01-09 (7/28/09), 0512.01-09
(6/22/09), 0127.01-09 (2/4/09); HETI 95-494 & 95-496. (10/23/95), 94-252 & 94-254
(7/29/97), 02-1267 & 02-1268 (11/21/02), 03-1358 & 03-1359 (11/19/03). These
reports documents compliance with the TAS testing standards and are signed by David
Johnson (FL PE 61915), ATL or William Mehner (FL PE 7496), ATL or Hector Medina (FL
PE 13008), HETI or Rafael Droz-Seda (FL PE 39228), HETI.
Product Description for doors with MPC PAN-217153:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". These doors may have optional Impact -Resistant Glazing (molded). Optional
Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 73, 75, 6RST,
42, 426, 84A, 94, 98, 4RST, 4F, 48, 48B,. 1500, 190, 55, 55S. Not all models may be
shown on a given drawing.
PAGC 2 OF 5
FILE: CBPC 111215-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
Product Description for doors with MPC PAN-2F143:
These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239")
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". These doors may have optional Impact -Resistant Glazing (molded). Optional
Impact-Reslstant Glazing is a one-piece Injection-molded'front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 93, 94,
98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-1F171:
These doors consist of 2" double -skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 21". These doors may have optional
Impact -Resistant Glazing (molded). Optional Impact -Resistant Glazing is a one-piece
injection -molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66,
66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may
be shown on a given drawing.
Product De ipttip -for doors with MP_C_DSTE0-1_M479:
These doors consist of a base 2" double -skin insulated section with an EPS core
laminated to both skins. Decorative overlays are attached to the exterior skin, adding
not more than 5/8" to the total thickness. Both Inner and outer skins are min. 27 ga.
(0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The
following models are at least structurally equivalent to the tested door: CGnn, CPnn,
Henn, CXnn, SXnn, AGnn. Note that `nn` represents the arrangement of the decorative
overlays. Not all models may be shown on a given drawing.
product Description for doors with MPC C-PAN-1E448:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G46 CS-B per ASTM A653. The maximum section height
Is 24". The following models are at least structurally equivalent to the tested door: 524,
520, 224, C4ST, COST. Not all models may be shown on a given drawing.
Product Descr!P or doors with MPC PAN-21443;
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 24". These doors may have optional Impact -Resistant Glazing (Aluminum), Optional
Impact -Resistant Glazing is an aluminum front frame and a separate polycarbonate
glazing. The following models are at least structurally equivalent to the tested door:
G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV,
MR4S, SS4, AMS, MR4SV, SS4V, AR4SV. Not all models may be shown on a given
drawing.
Product Description for doors with MPC DSIE-1F471:
These doors consist of 2" double -skin Insulated sections with an EPS core
laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 24". These doors may have optional
Impact -Resistant Glazing (Aluminum). Optional Impact -Resistant Glazing is an
aluminum front frame and a separate polycarbonate glazing. The following models are
PAGE 3 of 5 FILE: CBPC_111215-A.2
EVALUATION REPOWr FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR21_P,
AR2SP, AR21_P, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68, SFC68. Not all models may be shown on a given drawing.
Product Descriotion for doors with MPC PAN-217151:
These doors consist of 2" thick steel pan doors with min. 25 ga. (0,019") outer
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". The following models are at least structurally equivalent to the tested door: 76,
76V.
Product Description for doors with MPC DSIU-11`171:
These doors consist of 2" double -skin insulated sections with polyurethane
Insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These
doors may have optional Impact -Resistant Glazing In either the top section or the next -
to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded
front frame and glazing. The following models are at least structurally equivalent to the
tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200,
9201, 9203. Not all models may be shown on. a given drawing.
Product Description for doors with MPC DSIUO-IK479:
These doors consist of a base 2" double -skin insulated section with polyurethane
insulation foamed in place between both skins. Decorative overlays and optional
cladding are attached to the exterior skin, adding not more than 1" to the total
thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per
ASTM A653. The maximum section height is 24". The following models are at least
structurally equivalent to the tested door: CAN2nn-XX, GLN2nn-XX, MWL2nn-XX. Note
that `nn' represents the arrangement of the decorative overlays and `XX' represents the
type of cladding. Not all models may be shown on a given drawing.
Product Description_for_doors with-MPC C-DSIE-1F447:-
These doors consist of 2" double -skin insulated sections with an EPS core
laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The
steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24".
The following models are at least structurally equivalent to the tested door: 3200,
3205, 32201 240, 240G. Not all models may be shown on a given drawing.
Product Description for doors with MPC C-DSIU-1F447:
These doors consist of a base 2" double -skin insulated section with polyurethane
insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The
following models are at least structurally equivalent to the tested door: 3720, C7X20,
240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing.
Product Description for doors with MPCC-DSIU-1D447;
These doors consist of a base 1-3/4" (min.) double -skin insulated section with
polyurethane insulation foamed in place between both skins. Both inner and outer skins
are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height
is 24". The following models are at least structurally equivalent to the tested door:
PAGE 4 OF 5 FILE: CBPC_111215-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22, 3724, C7X24. Not all
models may be shown on a given drawing.
Impct 9esistant Glazing (Molded) -:-
The optional impact resistant glazing is an injection -molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance
with testing required by FBC-B 2612. Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM
D638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929.
Impact Resistant Glazing (Aluminum):
The optional impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that is an approved C1 plastic in accordance with testing
required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on
review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17),
llnl ations:
The drawing(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and relies on the
Illustrations and text of these drawings,as well.
iambs, lintels, sills or other structural elements required to prepare openings
are not covered. The design of the supporting structural elements shall be the
responsibility of the professional of record for the building or structure and in
accordance with current building codes for the loads listed on the drawing(s) referenced
above.
Installation requirements per the relevant Florida Administrative Rule; including
attachments, are detailed on the drawing(s) listed above. Installation must be in
accordance with manufacturer's installation Instructions and must be as shown on the
drawing(s) listed above. The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and installation requirements.
Signature: ►�11111111111,
% HA,� J*i
Scott Hamilton, P. E. : * :� •'�N--o-6.3�286
Florida P. E. No. 63286 = �
/ r
Date: �•'��lr? STATE .OF w�
N%
PAGE 5 OF 5 FILE: CBPC_111215-A.2