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4 3 2 1
'CLASSIC'RAISED PANEL.EMBOSS B013RS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET+ REVISIONS
MODELS 1 24.GA 1 25 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: I ECN N0: APPVD: DESCRIPTION
CLDPAY 84A,94 73, 75 '76 CLOPAY GD5S,GR5S -- 17 - 2 I1
IDEAL 4RST,4Fx IST 2RST- 'GALLERY' / /13 - SH I REVISED FOR NEW LOADS.
HOLMES 1 48,488, 42,42B -- HOLMES -AR5S —
SHDeT PANEL LONG PANEL- 'ARTISTRY'
IDEAL ED5S
D . x - MODEL 4r IS FLUSH 'CARRIAGE HOUSE'
SHORT PANEL I LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D
EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE],EACH INTERM. STILE
OPTIONAL GLAZING MAY BE ATTACHED WITH TOC-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
STANDARD-OR IMPACT RESISTANT (ALONG.CENTER).
GLAZING. SEE SECTION 8-B ON LONG PANEL'MODELS:_,(3) TOTAL STILES PER SECTION. (1) STANDARD
SHEET 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
19-1/2"816". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
DDDR HEIGHT 11 OF p OF U-BARS GLAZING IS"21=5/8'x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) 98 SMS (PER STILE).
SECTIONS MAX OLD SIZE IS 18-1/2"x11",
UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR
7'3' TO 8'9' 5 8SKIN WITH PATENTED TOC-L-LOC
///
9'0' TO 10'6' '6 9 FA �SYSTEM (TOP, BOTTOM, & CENTER).
10'9' TO 12'3' 7 11
'!✓
12'6' TO 14'0' S 12 SEE END HINGE VIEW B:
C 14'3' To 15'9' 9 C
14'
N f
30 15 p -
MAX-SECTION HEIGHT, 21'
o
SEE INTERNED. HINGE
mF a VIEW C. SLIDEBOLT LOCK
END ENGAGES INTO
n STILE. VERTICAL TRACK.
_ ONE LOCK ON
i� EACH SIDE*OF
hL
'w o DOOR.-
THIS QOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WINO SPEEDS LISTED BELOW ACCORDING 70 THE FLORIDA �_
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON o V TWO POINT LOCKING
ASCE7-10)FOR THE FOLLOWING CONDITIONS, I)ENCLOSED O w INSIDE.SLIDE BOLT
BUILDING.2) DOOR HAS 2'OF WIDTH IN.BUILDING'S END ZONE, 3) �= INTO TRACK: SNAP LATCH ENGAGES LOCK OPTION.
ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH r` 'ONTO VERTICAL TRACK. END
ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED �� ONE SNAP LATCH ON STILE.
DESIGN PROFESSIONAL MAY DIFFER. � --- -- .EACH SIDE OF DOOR.
BULTIMATE WIND 155 160 170 180 195 B
SPEED(MPH) ---- --
OUTSIDE
HANDLE. COCK
EXFIISURE B,C,D B,C, D B,C B,C B END ENGAGERS IN
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF TRACK ON
LOCK POSITION OPTIONAL VENT A I OUTSIDE
STILE.
MEAN ROOF HEIGHT '25' '15' 25' 15' 30 MAX. DOOR WIDTH _�9'-0" HANDLE. 4 EACH OF DO TIRE
INSIDE Ft EVATION INSIDE HANDLE -
'CLASSIC'SHORT RAISED-PANEL SHOWN. LONG'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
AND SHORT'*CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
,,\7�T1 ygTA4q,� rn
T M c
�`��,0o ........E TTO 7i�� '
,°'x*, SF.''?
E #14x5/8" SHEET
*,;• o 6366 \.* �_ c- MANUFACTURING PRODUCT CODE
N
_Jl.11� METAL SCREWS
DY SHORT PANEL: PAN-2F753
Lu n CL LONG.PANEL: PAN-2F156
Cti DESIGN LOADS +38.0 P.S.F. -44.0 P.S:F.
O TEST.LOADS: +57:0 P.S F & 66 0 P.S.F. PART NO:: N/A A
4" SELF uatess stereo Ote �%s - _(�lapay 8585 Duke Boulmrd VINDLOAD RATING
P �� W pm{ :�d 0YTI/4-x3,l
APPINSCREWS O _UNawn,OH 45010 USATOLERANCES o �, / 8. L �1,��� Cyf Tel Ne 513x)70-4800 W VU .O = 1.031 Dd6n0 N dxla CwPm Fax No.513-770-4853Oj1i� `', w f .000 = f,p05 DESCRIPTION:, CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
U 14 GA. END HINGES 18 CA. INTERMEDIATE HINGE. .0000 1.001 DRAWN BY: MW- DATE: 3/15/95 .SCALE; NTS DIVG.R
DESIGN ENGINEER: 7 VIEW "8'• VI Degrees t 1/2' CHECKED BY: -- DATE: -- 'SHEET 1 OF 4 SIZE B
SCOTT HAMILTON, P:E. Unless Stated Otherw''
FLORIDA LICENSE No. 63286 : DIMENSIONS ARE IN :Gms.DWG. NO., 101348 - AIB VER: IBC
I
Adu"D
qjjj
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETr REVISIONS
MODELS 1 24 Ga .25 Z 25 GA MODELS 25 GA 25 GA 2 OF 4 'REV. NO. ZONE: DATE: ECN.NO. APPVD: DESCRIPTION
CLOP
AY 84 q,AF94 73, 75 76 CLOPAY
IDEST 2RST GOSS,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE,
AL 4RST, r. 6R 'GALLERY'
HOLMES 48,488 142,42B -- HOLMES ARSS
SHORT PANEL LONG PANEL. 'ARTISTRY' --
IDEAL ED5S
D -MODEL 4F 1S FLUSH 'CARRIAGE HOUSE' D
SHORT PANCL LONG PANEL
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS(NO GLAZING) OR DOORS VATH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRUC LITES 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 Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE.ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS.OF THE FLORIDA BUILDING CODE OR,INTERNATIONAL BUILDING
WINO LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE.DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16"FBC/IBC),
SECTION B—B (IMPACT-RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING: OPTION)
C DETAIL'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT-RESISTANT FRAME.
1zs
OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT.j (BETWEEN FRAME AND FACADE).
L DECORATIVE FRONT FACADE. ii - \
}� GLAZING
a1eaJ MOLDED INSIDE
STRUCTURAL SILICONE.SEALANT LITE RETAINER.
(BETiEEN STEEL,SX3N AND FRAME). #8:3/4"PAN HEAD SCREW
(10 SCREWS PER LITE).
RAPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER,FASTENED TO FFWAE VMH
MOLDED CE LEAN
SLX2432T FRONT (10)18 x 3/4'PAN.HEAD MACHINE SCREWS. p
B
FRAME do GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 10134843
`` �tT HAMI4I��i�i
.2�
GENg�;O
No 6394115y. _ MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-21`153
.*�• �* LONG PANEL: PAN-2F156
( 7� DESIGN LOADS: +38.0 P.S.F.�& -44.0 P.S.F. py�i NO.: N/A
A � STAKE F u!� TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. n
Udess Stoted Oln r.Lse 8585 Duke Boulevard Vf14DLDAD RATING ~
110 ':� P �� TOLERANCES a.e Ciapay Uasan,OR 45840 USA + ,! "�
.. 38e .0�,q O R 1� ��,�� .O =. 3:031 Bu`dr. ProCx13 Cunycnp Fa.No.513-)70-4853 `A/b
� S�ONA 11E,a% .00 = 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
000= 3.005
DESIGN ENGINEER: .0000- 1.001 DRAWN BY: MW DATE: 3/15/95 1 SCALE: NTS IDWG.D
SCOTT HAMILTON, P.E. Degrees = 11/2' CHECKED BY: -- DATE: -- SHEET' 2 OF a SIZE j�
FLORIDA LICENSE No. 63286 DIMENSIONS R
ARE IN INCHES.DWG. NO.: 101348
-A/B VER; IBC
4 3 2 FLOOQ0DLa p ODMC T LQPPROOWAL 16107
4 3 2 1
'CLASSIC'RAISED,PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
.MODELS 24 GA 2S GA 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO. ZONE: DATE: ECN NO. .APPVD:_ DESCRIPTION
CLDPAY 84A,94 73,75 '76 CLOPAY GDSS,GRSS / s
IDEAL 4RST,4F. 6RST 2RST 'GALLERY' 17 - - - - SEE REVISION.HISTORY ON,SHEET ONE.
HOLMES 48.4813 42,4213 -- HOLMES ARSS
SHORT PANEL ILEING PANEL "ARTISTRY'
)DEAL 3" TALL U-BAR
• -
MODEL 4i IS FLUSH 'CARRIAGE HOUSE' ED5S -- 'r' r 2"THICK 20 GA..GALV. STEEL
D SHORT PANEL LONG PANEL. I :AMN. YEILD STRENGTH: 50 KSI D
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
3/8`x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D.WASHER REQUIRED: LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL.JAMBS DO'NOT TRANSFER.LOAD.
12 GA GALV.'STEEL TOP
VERTICAL JAMB.ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLUMN): ROLLER BRACKET. EACH
3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS L BRACKET ATTACHED W/(4)
INCLUDED WITH SLEEVE ANCHORS. #14'x5/8" 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). 1. O.D. WASHERS REQUIRED WITH TAPCONS. STEEL,SKIN WITH A
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED=ON.POLYESTER
C TOP COAT APPLIED TO 2 14 GA. GALV, STEEL END HINGE C
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN 'BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. 14x5/8" SHEET METAL SCREWS & (4)
CONFIGURATIONS. 1/4" SELF TAPPING SCREWS.
KIN
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 3" TALL x 20 GA.GALV. STEEL LI-BARSIN ACCORDANCE WITH,CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. A 2-1-2-1 PATTERN (I.E. TWO
LU-BARS ON BOTTOM SECTION; ONE.
U-BAR ON NEXT SECTION, ETC.). EACH
U-BAR ATTACHED WITH (2) 1/4"r3/4"
SELF TAPPING SCREWS PER STILE
.LOCATION.
B g
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET-,METAL SCREWS
TALUMINUM
EXTRUSION
&VINYL WEATHERSTRIP.
O.1T HAM/4,1 , SECTION A-A (SIDE VIEW
vVGENSF•.2'i
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-2E153
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F_ LONG PANEL.
PAN-21`156
TEST LOADS +57.0 P.S.F. & --66.0 P.S.F. PART NO.: N/A
A STA E OF :�w� Un ess Stated Otn r.rseCl8585 0.Duke Boulevard WINDLOAD RAT,NG A
ora Nosoq
� opay
TOLERANCES AH 45840 USA
I ,Q� .0= t_037 B PraGwlsfwapmry fcxNo.513-77)--4853
W6 DP38
.00 = 2:015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.000 = 2.005
DwG.
DESIGN ENGINEER: 0000 = 2.oa1 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS
degrees = t I/2• CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE B
SCOTT HAMILTON, P.E. Unless Stated otner*l"
FLORIDA LICENSE No. 63286 DWENSIONS ARE IN INCHES. DWG. NO.:' 101348 - A/B VER: IBC
4 3 2 l;=LOV�ODQ PRODUCT /A\,PP 1 oOVQL 101007
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS I 24 GA 1.25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:. DESCRIPTION
CLOPAY .84A, 94 73, 75 76 CLOPAY
.CAt. 4RST, 4Fr '6RST 2RST 'GALLERY' GOSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON.SHEET ONE,
HOLMES 48,488 142, 42B -- HOLMES AR5S
SHORT PANCL I LONG PANEL 'ARTISTRY'IDEA -
• -MODEL 4F IS FLUSH AGE FOSS --
D 'CARRIAGE HOUSE'
SHORT PANEL LONG PANEL D
2" TRACK CONFIGURAT112hL
FRQ0:SPACING
TERBALANCE SYSTEM JAMB CONFIGURATION,
HORIZONTAL TRACK
V.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
(3)5/16",X 1-.5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT).
ACK WITH(2) 1/4"RIVETS. 6*.-6" 7 "
NOTE;TRACK CONTICURAiION 7'-0" a 2.6 SYP WOOD JAMB.SEE' OPTIONAL STOP MOULDING BY INSTALLER;(TO SUR).
7'-6" JAMB PREPARATION NOTE". ENO STILE.
NOT A THE DOOR OPENING DOES - ING NTE 30'O.C. 16 GA GALV,STEEL-
N07 AFFECT THE VfINO LOAD = 8�- "°f{rYf`'�A�!??.F.'FRATING OF THIS DOOR. p 8'-6" 4"ALV.STEEL TRACK, -
CK THICKNESS:0:883'. B'-6"106- 2-I/2'X 12 GA GALV. STEEL _
n 10'-0" t TRACK BRACKETS FASTENED-TO
i 90-6"
its- WOOD JALIBS WITH 5/6"X 1-5/8" 7/16'I.D. ROUND 18 GA GALV STEEL CENTER HINGE
11'- " 4" LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH
i I V-6"1.30- FASTENER. 9"14x5/8"SHEET METAL SCREWS.
36"t2" TP.2-1/2"X 12 GA GALV, 177-0"136"
C z STEEL TRACK BRACKETS, 12'-6-142- 14 GA GALV.STEEL ROLLER MNGES FASTENED TO END STILES W/(4)EACH LT14x5/8' C
z A77ACHED TO JAMB WITH(1j 1 "i4 " SHEET METAL SCREWS AND(2)4/4"SELF TAPPING SCREWS PER END HINGE.
0 5/16"% 1-5/8'LAG SCREW PER 1 2"GALV;STEEL TRACK FASTENED TO
TRACK BRACKET. 4'- 6 12 GA GALV STEEL TRACK,BRACKETS
14'- "I WITH EITHER (2) 1/4"DLI.RIVETS OR 2"DIA.7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
LID" (1) 1/4-X 5/8"SOLT&NUT PER secnON c-c
3-1/2" 15'-6"7 TRACK BRACKET.
.. .. 16'-0"i
PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET(2-1/2"x 5-3/4"x12GA)
3"TRACK IS ALSO AVAILABLE, ATTACHED WITH(2) 1/4'x 3/4"SELF TAPPING
SCREV15.
DOUBLE TRACK
LOW HEADROOM OPTION
r' OOt1BLE HORIZONTAL
TRACK.
B B
6,.<:\C SF•.,j2
*•:• N 6// * MANUFACTURINGL: PRODUCT CODE
SHORTT PANEL: PAN-2F153
• DESIGN LOADS +38.0 P.S.F_ & -44.0 P.S.F. LONG PANEL:,PAN-2F156
zy CE' PART NO.: N A
My/# l� TEST LOADS: +57 0 P.S. . & -66 0 P S:F. /
A 9; STATE . F
,• �.v unlesf Stolen Om 'e. _Cin a 8585 Doke Bwlerord WINDLOAD RATING
T P .` TOLERANCES e p Y MOSOtr O1 457D-USA \ '
�'O R L Q.•� �� .0= t.031 BuMAq Preduds Cta7174rry FSI Pro.5 3.770-4853 `/1/
_ 6 DP38
,',754 .000 ±.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF _
DESIGN ENGINEER: 0000 1.001 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DWG.
R
SCOTT HAMILTON, P.E. Degrees= ±1/2* CHECKED BY: -- DATE: -- SHEET 4;OF 4 SIZE 1J
FLORIDA LICENSE No. 63286 DMEN510V5°RE wiNCHES DWG. NO.: 101348 - A/B VER: IBC
4 3 2 FLOR00A PIRIODUCT APPROVAL 161 7
February 14, 2013 (Revised 8/10/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
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
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 door designs listed below in Tables 1 through 5 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-2F-55
101348-A-Rev17, max. door size 910"" x 1610"; +38/-44 PSF (design load)
TABLE 2: Drawings for des with Manufacluring Product Code (MPC) PAN-2F156:_
101348-A-Rev17, max, door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC)_QaLR,;.i F171:
101526-A-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 4: DrawipQs for doors with Manufacturing p[aduct Code (MPC) DSIU-1F171:_
104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1E421:
104785-A-RevO3, max. door size 16'2 x 16'0"; +38/=42 PSF (design load)
104786-Rev04, max. door size 16'2" x 1610"; +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 of the Florida Building Code,
TABLE D s fox doo s with an-ju zFJ4uELgqProduct Code (MPC) PAN-2F153:
101348-B-Rev17, max. door size 9'0" x 16'0' ; +38/-44 PSF (design load)
PAGE 1 OF 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^-W8
TABLE 7: Drawings for doors with Manufacturing Product Code PC1pAN-2F156:
101348-13-11ev17, max. door size 9'0"" x 1.6'0"; +38/-44 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-�1F]-7i;_
1.01.526--13-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABU Q, Drawings for doors with Manufac uri a Pro uct Code (MPC) DSIE-117471:
104785-R-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, 4RST, 417, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S,
GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a
given drawing.
Product Description for doors with MPC PAN-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-iF171:
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, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a
given drawing.
Pnctoct_Description for doors with MPC DSIU-lF171:.
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 (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: HDP20, HDPF20, HDPL20, 7200,
PAGE 2 of 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOOR$,W6-W8
7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203, Not all models may be shown on a
given drawing..
Product Description fq dggr,5 w-iti ME-C D5IE-1F47�
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
at least structurally equivalent to the tested door: GD2SP, GR2SP , GD2LP, GR2LP,
AR2SP, AR2LP, ED2SP, ED21_13, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
xmpa_ct_Resistant 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, 9031.8, 90316, 903.17, 90311, 9031.4, 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).
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 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.
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Signature: ,,���Q�-� HAA4�
Scott Hamilton, P. E. No 6 28
Florida P. E. No. 63286
Date: &1/CaLr!7 �`
=p�.•• STATE OF ,t��/�
PAGE 3 OF 3 0�; ONAt-EN�`�� FILE: CBPC_130214-A.3
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