HomeMy WebLinkAboutProduct Review Affidavit 4 3 2 1
f 'CLASSIC'RAISED•PANEI. EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL.EMBUSS DOORS. SHEET, REVISIONS
I
MODELS 24 cA Zs CJ+ 25 Ga MODELS 25 Ga 25 GA 1 .O F 4 REV, NO, ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,.94 73, 75 1 76 CLOPAY
IDEAL 4RST,IF. 6RST 2RST 'GALLERY' GDSS, CRSS -- 77 - 2/11/13 - SH REVISED.FOR NEW LOADS.
1 HOLHES4D%48B 42, a2B -- HOLMES ARSS --
1{111 SHORT PANEL LONG PANEL 'ARTISTRY'
IDEAL
D -•HOOLL 4F ISFLUSH, 'CARRIAGE HOUSE' EDSS
SHORT PANEL LONG PANEL
SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN-EACH
EMBOSS [(3) STILES,PER SECTION AT 9'0"VIDE]. EACH INTERM. STILE
OPTIONAL'GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
STANDARD OR JIAPACT'RESISTANT (ALONG CENTER).
GLAZING. SEE SECTION B-B, ON LONG PANFI. MODFIS; (3) TOTAL STILES PER'SECTION. (1) STANDARD
SHEEI.2 FOR DETAILS. INTERMEDIATE STILE'BETWEEN EACH EMBOSS..-EACH STANDARD INTERM.
MAX. STANDARD'SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE
49-1/2'x76". IMPACT RESISTANT ADIIESNE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
DDDR HEIGHT
It OF HOF U-BARS GLAZING IS 2.1-5/8"x74-1/8 PER SECTION, FIELD-INSTALLED WITH (4) #6 SMS (PER STILE).
'.
SECTIONS MAX'DLO 517_E 15 78-1_/2"x11",
UP TO 7'0' 4 6 m A END STILES ATTACHED TO DOOR
7'3' TO 8'9' 5 8 _ SKIN WITH PATENTED TOG-L-LOC
9'0' TO 10'6' 6 9 — (- SYSTEM (TOP, BOTTOM, & CENTER).
10'9- TO 12'3' 7 11 SEE END HINGE
TD 14'0' 8 12 N ' VIEW B.
C 14'3' TO 15'9' 9 14
16'010 15 K - _
o -
MAX SECTION'HEIGH 21'
0
SEE INTERMED. HINGE
�o VIEW C. SLIDE BOLT LOCK
�' -- ENGAGES INTO
11 SIDE VERTICAL TRACK.
_ ONE LOCK ON
EACH SIDE OF
THIS o DOOR.
ULTIMATE
MEETS OR EXCEEDS BELOW
CCC LOADS FOR THE r
ULTIMATE WIND SPEEQS,USTED BELOY/ACCORDING TO THE FLORIDA S
BUILDING CODE OR THE INTERNATIONAL BUILDING..000E�(BlSED ON POINT LOCKING TWO,
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED Ow INSIDE SLIDE QQLZ
BUILDING,2) DOOR HAS 2'OF WIDTH IN BUILDING'S E14D-ZONE.-3) o x - INTO TRACK SNAP LATCH ENGAGES LOCK OPTION.
A14Y ROOF SLOPE,AND-4) TES7ING IN ACCORDA14CE WITH xj� __ ONTO VERTICAL TRACK. END
ANSI/DASMA 106.SIIE-SPECIFIC CALCULATIONS BY A QUALIFIED S" ONE SIJAP LATCH ON STILE.
DESIGN PROFESSIONAL MAY DIFFER. --- — EACH SIDE OF DOOR.
B uLTtHATE wIND 755 160 170 feD 195 0
SPEED cMPH) --- -- — OUTSIDE �� B
HANDLE. LOCK BAR
EXPOSURE B,C, D B,C,'0 BIC B,.0 II c A OUTSIDE .ENGAGES IN
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF KEYED .END TRACK ON
LOCK POSITION OPTIONAL VENT I STILE. EACH SIDE
MEAN ROOF HEIGI IT 25' 15' 25' d5' 30• MAX. DOOR WIDTH - 9'-01• HANDLE. OF DOOR.
INSIDE I EVATION INSIDE HANDLE
'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTBID KEY n LOCK KITH OUTSIDE KEYED LOCK WITH
AND SHORT 'CARRIAGE'HOUSE' ARE ALSO APPROVED. S@q�LATCH L9� OPTION• LOCK BAR LOCKING.
%% 0, TiTi�`i
#44x5/8" SHEET
No,63fi MANUFACTURING PRODUCT CDDE
METAL.SCREWSSHORT PANEL: PAN-21`153
LONG PANEL: PAN-21`156
9�_TA
DESIGNLDS:S5 .0 P.S.F. & 6.0 P P,S.F. PART NO.: N/AOF :4JC 1/4"x3/4" SELF TE57 LOA05: 157,0 P.S.F. & -66.0 P.S.F. A
. UWl Slulad oth.".k. C Clnpay 6565 Duke B.Icu.,d wINDLOAD RATING4PPING SCREWS O TOLERANCES o, flo=or,orl asow usAId.W.515-770-4800Q0= 1,031c 8u16n1 PrcouctsCompa�yFox No.513-770-4853 6 D P 3V.00 m 1.015
DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.QQD = 3.005
DESIGN ENGINEER: I4 SND HINGES 18 CA. INTERMEDIATE HINGE ,0000 1.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DWG.
SCOTT HAMILTON, P,E. VIEW B VIFW "C Dog'— = 11/2' CHECKED BY: -- I DATE: -- ISHEET 1 "OF a ISIZEB
FLORIDA LICENSE No. 63286 DIMEN$GNS�AREI IN�W[XCi DWG. NO.: 101348 - A/0 VER: IBC
- 4 3 z G L OO G�30DQ p ODMki: app o OYAL 1810 7
I
1
4 S 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SNEET+ REVISIONS
i MODELS 1 24 GA 1,25 GA 1 25 GA MODELS 25 GA 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
ELDPAY `84A,94 73, 75 76 CLOPAY GDSS,CRSS -- T7
IDEAL 4RST,�4r- 6RSi 2RST 'GALLERY' - - - - SEE REVISION HISTORY ON SHEET ONE.
110LMES 48,48B 142, 428 -- HOLMES AR5S --
SHORT PANEL ILONG PANEL 'ARTISTRY'
IDEAL EDSS
D . -MODEL 4F IS FLUSH 'CARRIAGE-HOUSE'
.SHORT PANEL LONG PANEL
`IMPACT—RESISTANT .CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLA7.ING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/B"ACYRLICLITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
.GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MELTS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTIO14 MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WINDLOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL,BUILDING CODE BUT DOFS NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE.AND 15 LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FOC/IBC),
SECTION B-B (IMPACT-RESISTANT GLAZING OPTIONS SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
C DETAIL C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
At IMPACT-RESISTANT FRAME. _
Its
OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGIt BOND TAPE
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATNE FRONT FACADE.
n
CLAZINC'
T� MOLDED INSIDE
o.lesJ LITE RETAINER.
�-STRUCTURAL SILICONE SEALANT /8x3/4"PAN HEAD SCREW
(BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE.INJECTION POLYSTYRENE RETAINER'FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) 1/8 x 3/4•PAN HEAD B MACHINE'SCRCWS.SLX2432T FRONT S
FRAME h GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
7
ORAWING 101348-A ORAWIPIG 101348-B
NO '63 MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-217153
LONG PANEL: PAN-217156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.! N/A
. TEST LOADS: •x57.0 P,S.F. & -66.0.PS.F. A
A ; STA E F :TLI` UM..Stored Otaarw e n 8555 Duke aewl and WINDLOAD RATING
TOLERANCES,,a u'O a ela: DH 45040 USA
o R, a y Td.No:513-770-4900 770-4853 �/
'-�'�sS�ONA `�`, o0 = 3.015 DESCRIPTION:±.03i FmIlects CLASSIC IANDI CH RP STEEL PAN SC +38/-44 PSF
DDD = 1.005
DESIG14 E14GINEER: .DODO = 5.001 DRAWN BY: MW DATE: 3/15'/95 SCALE: NTS DINC.R
Degrees = tt/2' CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE .1J
SCOTT HAMILTON,.P.E. Unless Stated Othcnr,se
FLORIDA LICENSE-NO- 63286 DIMENSIONS ARE IN INcMEs.DWG. NO.. 101348 - A/B VER:IOC
4 3 z FLOGREDDA PRODUCT MCAT APPROVAL 16107
4 3' 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS' 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET REVISIONS
MOUELs 24 GA, 25 GA. 25 GA MODELS 25 GA 25 GA 3 OF 4 FEV. N0. ZONE: DATE: ECN NO.1 APPVO:I DESCRIPTION
CLOPAY 84A,.94 73,75 76 CLOPAY GDSS;'GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET.ONE.
IDEAL 14RST, 417. .6RST 2RST 'GALLERY'
HOLMES. 48, 488 14e,42B -- HOLMES ARSS
SHORT PANEL LONG PANEL 'ARTISTRY' --
IDEAL EDSS 3"TALL U-BAR
X - MODEL-4F IS FLUSH 'CARRIAGE HOUSE' �--2"THICK 20 GA. GALV.STEEL
j SHORT PANEL LUNG PANEL MIN. YEILD STRENGTH: 50 KSI
It , 1� 3„ r
t VERTICAL fAMB ATTACHMENT (WOOD FRAME ID DING1):
3/8"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O-D. WASHER REQUIRED. LAG SCREWS DAY T
BE-COUNTERSUNK (BUT NOT REQUIRED),TO PROVIDE A.FLUSH MOUNTING SURFACE,
HORIZONTAL JAMBS,DO NOT TRANSFER LOAD.
12 GA. GALV. STEEL TOP
VERTICAL .IAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN CONr.RETE COLUMN): ROLLER BRACKET. EACH
3/8"0" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS L BRACKET ATTACHED W/(4)
INCLUDED WITH SLEEVE ANCHORS. #14x5/8" SHEET METAL
OR SCREWS.
1/4"x3:' TAPCON,'SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV SHIP LAP JOINTS.
(C-90 BLOCK). I" O.D. WASHERS REQUIRED WITH TAPCONS. BAKEDEEL-ON KIN ERITAND
ANCHORSMAY BE,COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING! A BAKED-DN POLYESTER
SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. C✓ TOP COAT APPLIED TO '14 GA. GALV, STEEL END HINGE
OTHFR JAMB CONjEIG-1RATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH
PROFESSIONAL DAY p150 BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. /414x5/8" SHEET METAL SCREWS & (4)
CONFIGURATIONS. A 1/4" SELF TAPPING SCREWS.
PREPARATION OF JAMBS •BY OTHERS I
NOSE: THE DESIGN OF THE SUPPORTING'STRUCTURAL ELEMENTS SHALL-BE,THE I
RESPONSIBILITY OF THE PROFESSIONAL OF,RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV.STEEL U-BARS
IN ACCORDANCE WITH'CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO
U-BARS ON BOTTOM SECTION, 014E
U-BAR ON NEXT SECTION, ETC.). EACH
-- — - - -- -- -------- LA- - -- - -—U-BAR-ATTACHED-WITH-(2)-1/4"x3/4" - - - --
SELF TAPPING SCREWS PER STILE
LOCATION.
B B
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) 4(14x5/8" SHEET METAL SCREWS
ALUMINUM EXTRUSION
`` t'silliHAM��i��r, SECTION A-A (SIDE VIEWS WEATHERSTRIP.
5;cp ..........
dSC� le �
*: N 8 *= SHORT MANUFACTURING
PANEL: PAN-21`153 00E
ro7 ,3 2,$!S' a� DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO EL:N�AN-2F156.
TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. A
A �9 STA E OF II(1� Unress Stated Oumrwlve 853 Duke Boulmrd WINDLOAD RATING
�Qn •�[Q R\D P,:����
TOLERANCES are =01opay TdSNo.9H3�770p9800
'S' .0- 3.031 Dalle q Pmkds Campaa7 Fay No.513_770=4853 WS D P 3 8
.00 - t.015DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.0000 1,D01 DRAWN BY: IAA DATE: 3/15/99 SCALE: NTS
DESIGN ENGINEER DWG.
ns St = s 1/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE
SCOTT HAMILTON, P.E. unless Stoles Otner.,tee
F RIDA LICENSE No. 63286 DMENSIONS;ARE.IN INCHES. DWG. NO.: 101348 - A/B VER: IBC
4 2 FLORROIDA p OO DMC 7 APPROO MAL 16107
4 3 - 2 1 -
1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL.EMBOSS DOORS EET. REVISIONS
MODELS 1 24 GA 1 25 GA 1 25 GA MODELS 25,GA 25,CA4 OF 4 REV. 140. ZONE: DATE: ECN NO. APPVDo- DESCRIPTION
CLO AY 64A,9•f 73, 75 7G CLOPAY GDSS.'GRSS 17 'SEE REVISIOIJ HISTORY ON SHEET ONE.
IDEAL 4RST, 4Fx 6RST 2RSt 'GALLERY'
{ HIJLMES 1 48,488 142..42B -- HOLMES. ARSS --
{{} SHORT'PANEL LONG PANEL 'ARTISTRY'
t e -MODEL 4F 1S'FLUSH IDEAL EDSS' --
EE 'CARRIAGE HOUSE'D SHORT PANEL LONG.PANEL D
2"TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION.
HORIZOMAL TRACK
rAS
CA GALV,STEEL FUG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
B WITH(3)5/16--X.-I-5/8`LAC SCREWS HEIGHT "L" INSTALLER(TO'SUIT).
TO TRACK-WITH(2) 1/4"-RIVETS. ••
'NOTF:TRACK CONFIGURATION v 7'-0" 6" 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT).
7'-6 "JAMB PREPARATION NOTEr ha i 16 CA GALV.STEEL END STILE.
ABOVE THE DOOR OPENING DOES i :SPACING NYE 30"O.C. "
NOT'AFFECT THE WIND LOAD
RATING OF THIS DOOR, 0 8'-G 94"
a 0.
2-GALV,STEEL TRACK: 9_O t0
�-TRACK THICKNESS:O.OB3". Q-fi" 6" 2- % GA GALV. STEEL
n 1U'-0 112" TRACKCK BRACKETS FASTENED TO
• 0'-6' 11 " 14000 JAMES WITH 5/6 X I-5/8' 7/t6'I.D. ROUND 18 GA_GALV. STEEL CENTER MINCE
v -L" 3 V-0.1 LAC SCREWS. PUSH NUT FASTENED TO-tNTER. STILES W/(4)EACH
1 "130" FASTENER. #14x5/8"SHEET METAL SCREWS.
36'32" NC. 2-1/2"% 12 GA GALV. 1 -0 1
C i STEEL I"CK BRACKETS, 1 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH$14x5/8"
AITA.CHED TD JAMB WITH (1) - 8'• SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END MINCE,
o- 5/16"'X 1-5/8'IAC SCREW PER 13-6"154" 2"GALV, STEEL TRACK FASTENED TO
TRACK BRACKET. 14-0 160- 12 CA GALV STEEL TRACK BRACKETS
14- "Ific WITH EITHER(2) 1/4"OLA.RIVETS OR 2"CIA. 7-1/2'LONG STEM, 10 BALL STEEL'ROLLER W'11H STEEL OR NYLON TIRE.
-10" 15'-0"172" (t) 1/4"X 5/8"BOLT& NUT PER
TRACK BRACKET. SECTION C-C
PREPARATION OF JAMBS BY OTHERS.
LHR.BRACKET(2-1/2"x 5-3/4'x 12GA)
3" TRACK IS ALSO AVAILABLE. ATTACHED WITH(7) 1/4"x 3/4"SELF TAPPING
SCREWS.
DOUBLE TRACK
IOW HEADROOM
IA OOPTION
DOUBLE HORIZONTAL
TRACK.
B U
0 T HAIL)/-iii
*.' NO 6 SHORT CPANELFr PAN DUCT DE
-21`153
JJ(l"11 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-.2F156
.'O' Z3 l�.S� :�•� TEST LOADS: +57.0 P S.F. & -66.0,P.S.F. PART NO.: N/A
A O: STA E OF ':CUA wte.+5t4te4 Otherwise _ 8585 Duke Boulevard WINDLOAD RATING A
P �'��` TOLERANCES are Clopay 8585 OH 45OD40 USA ` ,6
�i��'•G p q 1 O,.•'\.�. a Tel.No.513-770-4800 ,/T/
i�r'sS/ON .ao 3.ois Bddnq Ro&tl:Comgety Fm No.513-770-4853
�AAIi 11111�� .000 3.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
DESIGN ENGINEER; .0000 = x.001 DRAWN BY: MV7 DATE: 3/15/95 SCALE: NTS DWG.R
DESS HAMILTON• P.E. Degrees 31/2• CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE 1J
�COTTume:x 9ml a.—Ise
FLORIDA.LICENSE No, 63286 DIMENSIONS ARE IN INCHES.O%VG. NO.: 101346 — A/B VER: IBC
4 3 2 FLOQOD/A PRODUCT DD UOT APPROWAL 16107
February 14, 2013 (Revised 3/25/15)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
3 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. Assembly
testing was conducted by American Test Lab North Carolina. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, 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
1152005. 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 door designs listed below in Tables 1 through 5 are in compliance
wifh 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-21=153:
10 .348-A-Rev17, max. door size 9'0"" x 1610"; +38/-44 PSF (design load)
TABLE 2: Drawings for doors with Manufacturing Product,Code (MPC) PAN-2F156:
101348-A-Rev17, max. door size 910"" x 1610"; +38/-44 PSF (design load)
TABLE 3; Drawinasfor doors with Manufacturing Product Code M �IE-11=171:
101526-A-Revl9; max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE-4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171;_
104778-Rev03, max. door size 1612" x 16'0"; +46/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471:
104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
10478.6"Rev04, max. door 'size 1612" x 16'0"; +46/-52 PSF (design load)
For the doors in Tables 6 through 9, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. 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 door
designs listed below in Tables 6 through 9 are in compliance with these test
requirements ofthe Florida Building Code.
TABLE 6:_Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153
101348- B-Rev17, max. door size 9'0"" x 1610"; +38/=44 PSF (design load)
PAGE 1 OF 3 FILE: CBPC_130214-A.2
cti
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8
TABLE 7' Drawings for doors with Manufacturing Product Code (MPC)-PAN-2F1.56:_
101348-13-RevI7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE S: Drawincis for doors with Manufacturing Product Code (MPQ DSIE-1F171:
101526-B-Rev19, max. door size 9'0"" x 16'0"; +38/-44 PsF (design load)
TABLE 9: Drawings for doors with Mant, c�u[ing Product Code (MPC) DSIE-1F471:_
104785-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
Test Reports:
ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15%12),
ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13).
These reports document compliance with the TAS testing standards and are signed and
sealed by David Johnson, FL PE 61915.
Product Description for doors with MPC PAN-2F153:
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: 84A, 94, 98,
73, 75, 1500, 190, 411ST, 4F, 4RSF, 6RST, 6RSF, 48, 4.8B, 42, 4213, 55, 55S, GD5S,
GDSSV, GR5S, GRSSV, ARES, AR5SV, EDSS, EDSSV; Not all models may be shown on a
given drawing.
Product Description for cloorg-zL'Lt}j MPC P6N-2F156:
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. Sections may have 1-5/16"
Insulation captured In the cavity of the pan section. 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: 76, 76V, 2RST.
Not all models may be shown on a given drawing,
Product Description for doors with MPC DSIE--11=171:
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, HDG, HDGL, HDGF, 66, 66G, 67,
67G, 68, 6200, 62011 6203, SP200, SF200, SE200. Not all models may be shown on a
given drawing.
Product Description for doors with MPC DSIU-1F171:
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. (0,0x6") GAO 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: HD1320, HDPF20, HDPL20, 7200;
PAGE 2 OF 3 FILE: CBPC_130214-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6--W8
7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
Product Description for doors with MPC_DSIE--1F411�
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") G4.0 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: GD2SP, GR2SP, GDZI_P, GR21_P,
AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 430 5 ., HDGR, MFR68; 6205,
SF1168. Not all models may be shown on a given drawing.
Impact-Resistant Glazing_(Molde )•
The optional impact resistant glazing is an injection-molded polycarbonate front
frame and glazing (GE LEXAN S,LX2432T) 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.
rn.pact_Resistant_Glazing(Alumi m);
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 1.3-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17).
Limitations:
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.
Jambs, 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 drawings) 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.
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Signature: ,,���0.��• HAIy/��p�*
f
E. No 63286 .�
Florida P. E. No. 63286 ? *:
Date: ( O•••. STATE QF
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