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FL# FL16107-R10
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513) 770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity_
Clary Pfuehler.pdf
FL16107 R10 COI Statement on Independence of Evaluation Entity_
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 1/5
8/20/2018 ' Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
FL16107 R10 Equiv 20170809-FBC- DASMA 108 equiy.pdf
FL16107 R10 Equiv 20170809-FBC- DASMA 115 equiy.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page 0 O Page 1/3 O O
FL# Model, Number or Name Description
16107.1 01 W6-16 DSIE-1F171: 4300,4301, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODES
67, 67G, 68, SP200, SF200, SE200, W6 Garage Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104724-A-RevO3-signed.pdf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-1F171: 4300,4301, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4310, HOG, HDGL, HDGF, 66,66G, skin 27 ga. min.) Double-Car(97"to 167"wide)WINDCODE@
67, 67G, 68, SP200, SF200, SE200, W6 Garage Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 I1 104724-B-RevO3-signed.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.3 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.)Double-Car(9'2"to 16'2"wide)
94,42,48,42B,48B, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
GD5S, GR5S,AR5S, ED5S Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R10 II 104710-A-Rev03-signe
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.12d
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.4 04 W6-16 PAN-2F153: 73, 75,84A, Steel Pan (min. 25 ga.)Double-Car(9'2"to 16'2"wide)
94,42,48,42B, 48B,4RST,6RST, WINDCODE@ W6 Garage Door
GD5S, GR5S,AR5S, ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104710-B-RevO3-signed.Ddf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-217143: 84A, 94,98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide)
48, 48B, 4F, 4RST WINDCODE@ W6 Garage Door with Optional Impact-Resistant
Lites
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 2/5
4 3 2 1
H❑DELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET- REVISIONS
CLOPAY 4300. MDG 4301, HDGF 431C. HDGL 1 OF 4 REV. 1.10, ZONE: DATE: ECN N0. APPVD: DESCRIPTION
HOLM+ES 66, 66G, 6200 68. 620I 67, 67G, 6203 03 - 2/11/13 - SH UPDATED TOP BRACKET REQUIREMENT.
IDEAL SP200 SF200 SE200 i
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
D (1) 20 GA, BACKER PLATE BETWEEN EACH RESISTANT GLAZING. SEE SECTION 8-0 ON SHEET D
EMBOSS LOCATION THAT CONTAINS A CENTER TWO FOR DETAILS. (GLAZING SHOWN IN
HINGE. ATTACHED WITH DOUBLE SIDED INTERMEDIATE SECTION.)
ACRYLIC ADHESIVE TO BACK OF DOOR. -�A
F= ----
G-ZING SHOWN iN TOP SECTION.
16 GA. DOUBLE END STILES.
� WAY BE NOTCHED FOR LETES
I
N�
CVIEW "B' (SEE SHEET THREE).
EA
Zi _--_ `AEW -C- (SEE SHEET THREE). „ II •I ^, ,� �� )) �� I, u n II
C -- -_i o
------ -===
------
----- ------ ------ ------- ------- ------- ------- ------- ------- ------
TWO POINT LOCKING
--- INTO TRACK.
(2) LHR TDP BRACKETS USED AS
L--A\- OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTOM BRACKET.
MAX. DOOR WIDTH . 16'-2- (1) 3-IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES
INSIDE ELEVATIONS 0120394) USED WITH 3- TRACK. ONTO VERTICAL TRACK. ENO
«
DOOR HEIGHT SECTIONS OCATION OF OPTIOWL VENTS. TOTAL VENT OPENINGS: 60 INT PER VEHICLE. ONE SNAP LATCH ON STILE.
LOPVENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SLIDE BOL' LOCK EACH SIDE OF DOOR.
a3 TO 7'0' 4 ENGAGES INTO
'0' O 8'9' S END VERTICAL TRACK.
9'0' TO 12'' 6 i STILE. ONE LOCK ON HAND0.
10'9' TO 12'3' 7 EACH SIDE OF -tAti0.E. LOCK BAR
1206' TO 14'0' 8 DOOR Ou7510E ENO ENGAGES IN
1413' TO 15'9' 9 KEYED
16'0' 10 HANDLE. STILE. EACH KSIDE
Max SECTION HEIGHT: 21' INSIDE SID BOT INSIDE HANDL:
OF DOOR.
.THIS DOOR MEETS OR EXCEEDS THE DESIGN D*4 f01t THE LOCK OPTION OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
IULTKNTE CODWIND SPEEDS LISTED BELOW ACCORDING TO THE FED ON SNAP LATCH LOCK OPTION LOCK BAR LOCKING
�BUILDWG CODE OR THE WTERNAT!ONAL BUILDING CODE(BASED ON
�.� I�
AS E7-10)FOR THE FOLLDWING CONDTIONS ')ENCLOSED
DING. 2) DOOR 4, DO 2'0 WiDTH IN BUJLDING-S END ZONE.
ACCORLIA110E WITH
qj �GENFr;�X11 AANNY ROOFrASL srtDSsvEc��cNCA�eJ A qN5 BY A OWII Ep 3)
'DESGN PROFESSIONAL MAY DIFFER.
ACTURING PRODUCT CODE
N e *. ULTIMATE WIND DSIE-1F171
✓ SPEED(M"H) 160 165 17g IBS 2C0
i L^/,� EXPOSURE �E TCL; LOAD+ 73B.P PS.F. 8 3 O.P P.S.F. PART NO.: N/A A
SITE OF .4/ B,C, 0 B.C,D e.C e. c B
CATEGDRY V Itta Stofea DMA..:sa t=Cl�pey 8585 Date Bou ewrd VINDLDAD RATING
�.,(O R.... ,`� DEAN ROOF HELGHT 25' 15' 25' IS' 30' ' TOLERANCES... {■/= 111-" DH 15040 USA
Ia.Ib.513_»3-4853 WG D P 3 8
.0 - 3.031 PIaOIsIS Cp�H� Fat Ilp 513-773-405}
isies,... �`� .00 - 3.015 DESCRIPTION. 2'EPS INS. CORS TO 16'2' (SEE TABLE FOR MODELS
000 . :.005
IDESIGN ENG.NEER 0000 - tOo1 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS 'DWG.
SCOTT HAMILTON, P E. Deq•ees - t I/r CHECKED BY: SH DATE: 10/12/1 SHEET I OF 4 SIZE B
FLORIDA LICENSE No. 63286
a.<NsoHs ARE w INCHES.�DWG. NO.: 104724-A/B VER: TBC
4 3 2 FLOORODQ PRIMODUCT APPROVAL 16107
4 3 2
MCDELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET: REVISIONS
i
CLOPAY 4300, HDG 4301, HDGF 43-10, HDGI 2 Ci• 4 REV. NO. ZONE: DATE: ECN N0. APPVO: DT'A
p} - - - - SEE REVISION HISTORY ON SHEET SHEET ONE..
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203
)DEAL SP-200 SF200 SE200
Di D
IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE OPTIONAL DSB OR '/B ACYRLC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POL"CARBONATE FRONT FRAME AND PLASKOLRE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WTH IBC/FBC
GLAVNG IS GE LEXAN SLX2432T, AN APPROVED CC2 P-ASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 26'2. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH -HIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WINO LOAD REOU'REMENTS OF THE FLORIDA BUILDING CODE OR NTERNATIONAL BU!LOING
WIND LCAD REOUIREUENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMEN- FOR WINDBORNE DEBRIS
CODE AND S LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RES`STAN- GLAZING OPTIO\)
r�
C DrTA1L 'D' V
r
FRONT FRAME WITH UV COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
DETAIL 'D i—.�-� IUPACT-RESISTANT FRAME. IRS
/ MUL7IPURPOSE 4I;H BOND TA-E
OPTIONALOEC INSERT
�' t--tri
SMP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
1 GLAZING
MO-DED INSIDE
o.see� I STRUCTURAL SILICONE SEALANT LTE RETAINER. _
j (BETWEEN STEEL SKIN AND FRAME). C PAN HEAD SCREW
(*C SC
,\ ('C SCREWS PER LITE)
IMPACT RESISTANT
ONE-PIECE ,NJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH p
MOLDED GE LEXAN
B SLX2432T FRONT B(10) !B . 3/4'PAY HEAD MACHINE SCREWS.
FRAME B GLAZING.
IMPACT-RESiSTANT ASSEMBL" Dc-AILS STANDARD ASSEMBLY DETAILS
DRAWING 104724-A DRAWING 104724-B
!Clo. i
• � J14NUFACTURING PROou_T con£
No B 8
DESIGN LOA:+ 738 P T F. h 3.02.P.P.S.F. DART NO.: N/A
ES_ LOADS:STATE OF .�� w,e s'Z 07 - i=Clopay Bim^p�e413.°� VINCL04D,RAT]NG A
I
.0. •�/�� TOLERANCES.. Tel.No.513-T70-4E0o a
-,�F• �o R,o►:��,. D - =.031 B�,A,1, �F Fe,Ne.513-770-AW W 6 � 38
--'-SS�O ..
� - z.Dts DESCRIPTION: 2' EPS INS DOORS 70 16'2' (SEE TABLE FOR u00E15
"SIInulitil _005 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.
DESIGN ENGINEER 4000 :DOt
pegre- sI/7 CHECKED BY: SH CATS: TO/12/t ,SHEET 2 OP 4 SZE
SCOTT HAVILTON, P.E. U•Jese slwee GIM.Me
F 4t I N N 63 E wENSKwS AAE IN I C-ts.i CwG. NO: '04724-A/6 :vER: IBC
4 1 7 2 FLOO ROM PROD DMC T APPROWAL 16107
4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEETS REVISIONS
CLOPAr 4300. HDG 4301,HDGF 4310, HDGL 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
HOLMES 66, 66G. 6200 68. 6201 67, 67G, 6203 03 - - SEE REVISION HISTORY ON SHEET ONE.
R :DEAL SP200 SF200 SE200
SILICONE v
FRONT AND FILLED C ETES
ACKSKIN OF SEPARATES
D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) ,DT,S:
.I 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.95 'HICK, i
THE 2.6 VERTICAL SYP(GRADE (2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS # DENSITY
TRANSFERRED TO THE HORIZONTAL (TOP)JAMB. EXPANDED INSULATION LAMINATED TO O
POLYSTYRENE
FAM(1 ) 12 GA. GALV. STEEL TOP ROLLER
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ♦304 LB h -336 LB. PER LINEAR
FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS. S36EACH
FASTENER 3. FLUSH
BRACKETATTACHED W/(4) / 4x5/8' SHEET JAMB FASTENERS MAY BE (BUT ARE NO' REDUIRED TO BE)COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE. Ju VETAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TTS ( 4 A 1/3 STRESS INCREASE FOR WIND LOAD FO w,AS tl, USED IN THE C ASONWIOK OF A_LOWABLE TO TOP BRACKET WITH (2) 1/4"KI/2" BOLTS
LOADS FOR ANCHORS AND FASTENERS FOR S'EEL, CONCRETE AVD LIASON9t", ANO NUTS PER BRACKET.
MAX. O.C.I
. TONGUE AND GROOVE JOINTS. _ 27 GA (0.016" WN.) iNTER10R STEEL SKIN
C`
(DRAWING EDALITY) WITH G-40 MIN. GALV..
BARED-ON PRIMER AND A BAKED-ON
2.6 VERTICAL JAMB POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4) #14x5/8"
V! W SHEET METAL AND (2) 7/4"x3/4' SELF
4" TALL TAPER STRUT. _ TAPPING SCREWS. SEE VIEW `B".
0.057" MINI. GALV. STEEL,
2x6 JAMB TO SUPPOR'ING STRUCTUR= ATT HM N' 50 KSI. MN.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL.IAMBS OR SIRPDRTNG STRUCTURE)
MAxuuM ONE 4"T-STRUT PER SECTION. (SEE
ON-CENTER �V.EW "0') EACH T-STRUT ATTACHED AT
DISTANCE STEEL 27 GA (0.016" MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
BUILDnG TYPE FASTENER TYPE BETWEEN WASHERS
FASTENERS"REQUIRED'+ SKfN WITH G-40 MIN. GALA. BAKED-ON 1/4"x3/4" SELF TAPPING SCREWS. i
K WA 1/4'x 1- 4'YIN. F. t u R ANCHOR '7- I-O.D. - POLYESTER PAINTED TOP COAT APPLIED
3000 PSI vw. COI:CRETE 7 { x I MIN. EMBED iP?CON CONCRETE ANCHOR .8-1 { 1 O.D. TO-BOTH SIDES OF STEEL SKIN.
B 3/8-X 1-3 LL'N. D W'J-IT ANKR TIT SLEEVE ANCHOR
4 ^N
f t - -17 ANKR TITS -
' A 1- '
• FIRST (BOTTOM)ANCHOR S-ARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANC, HIGHEST ANCHOR INSTALLED I _
AT LEAST AS HIGH AS THE DOOR OPENING. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMIM DISTANCE BETWEEN CENTER OF ANC-IOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS. WITH (2) #144/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
��55 pp #14x5/8" SHEET METAL SCREWS
I-T HAMIt!.I.. o SEC-ION A-A (SID= V 'W)
0
tt T" NW63 / MANIaxTURING PRODUCT CODE
1/4"K3/4" SELFDSIE-IF17I
TAPPING SCREWS. DESIGN�LOOADS: 738.0 P.F.F. &630 PPF.F. PART !10.: N/A
:�, EST
O t 4tI 4 GA. ENO HINGES 18 GA (MIN) INTERMEDIATE HINGE U_.S,w..ot—I.. 8585 DMe 00&0 Ura VINDLOAD RATING A
O NEW B VIEW 'C' TOLERANCES... _�j'Q 'dr !b:a.OH 45040 uSA
IM 513-770-4M3 WS' D P 3 8
4�rONA1.,Et,4�� 000.00 t t 005 013 DESCRIP7 ON: 2'EPS INS.SIDOORS N TQC 16*2" (SEE TABLE FOR MODELS
.
DESIGN ENGINEER_ DODO = :-007 DRAWN BY: SH DATE:9/28/'2 SCALE: NTS I DWG_ p
scorT HAW4TEN, PE. D"ro - 31/2' CHECKED BY: SH DATE: 10/12/ SHEET 3 OF 4 S,ZE D
FLORIDA IGEN T Nc. 63 86 =,..t*-ARE*w,NUCHE5, DWG. NO.: 104724-A/B VER: IBC
4 3 2 F L 0"RR 00A P OO DD MCAT APPROVAL 16107
43 2 1
4 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG �E*' REVISIONS
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 03 — — SEE REVISION HISTORY ON SHEET ONE.
[DEALSP200 SF200 SE200
D 2"TRACK CONFIGURATION bKLTL- TTR ENINGCONFIGURATIONSA E NOT AFFECT THEHORIZONTAL TRACK D
DOORS UP TO 800 fpc WIND LOAD RATING OF THIS DOOR. SUPPORT BY DOOR
INSTALLER (TO SJ;T).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOOR5 UP TO 800 4C
13 W GALV. STEEL FLAG BRACKET ATTACHED TO "EIGHT. -L�
JAMB WIN (3)5/16`x 1-5/8`LAG SCREWS
AND TO TRACK WITH(2) 1/4`RNETS. I`DOOR OVERLAP(EACH SIDI
7 3" MIN.
Y - 'JA SYS WDOC JAMB. SEE OPTIONAL STOP MOVLD,NG BY INSTALLER(TO RPT).
AS ROD: SPACING NTE lt"OC - JAMB PREPARAi:Df: NOTE FASTENED WITH (1)/B X 1/2"WArER SCREW.
i I _ t6 W GALV. STEEL DOUBLE-ENO-STLE
END STILE DW.: 5-3/4 % 2-1/8-% 3/6'.
63` 2"GALV. STEEL TRACK. - 111 1
TRACK THICKNESS: C.083'. T -11 2-1/2`X 72 GA GALV.STEEL
11-
4",
-RACK BRACKETS FASTENED TO
.11'- t WOOD JAMBS WITH 5/6'% 1-5/8' 7/16'I.D. ROUND 18 CA GAIN. STEEL CENTER HINGE
w �L" t '- T6" IAO SCREWS NOT TO ExCEED 14" PLAGUSH N� FASTENED TO SECTIONS W/(a)EACH
�- TYP. 2-1/2'X 72 W WLV. 1 "1 SCREWS iREOU RED PER JAN$. FASTENER. #14.5/8"SHEET METAL SCREWS.
C STEEL TRACK BRACKETS, - 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH/14.5/8`
z ATTACHED 70 JAMB WITH (Ij e4'_ - SWET METAL SCREWS AND(2) 1/a'SELF TAPPING SCREWS PER END HINGE. \'
24' 5/16"z I-5/8"LAG SCREW PER 2"GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. :I 7 12 W GALV STEEL TRACK BRACKETS
1 I WITH E17HER(2) 1/4-DIA RIVETS OR 2-DIA. 7-1/2`LONG STEM, t0 BALL STEEL ROL.ER WITH STEEL OR NYLON TIRE.
(1) 1/4" X 5/8'BOLT&NUT PER
3-1/2' TRACK SRACKE'. SECTION C-C
LHR BRACKET(2-1/2". 5-3/4'. 12W)
PREPARATION OF JAMBS BY OTHERS ATTACHED WITH(2) 1/a-.3/4'SELF TAPPING
SCREWS.NOTE THAT LHR BRACKETS ARE ALSO
USED WITH 'DOUBLE END STILE-AS SHOWN IN
IfSLT.E;TRACK CONFIGURATION ABOVE THE r ZONE 8-3 SHEET 1.
3" ':RACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE `
DOORS 800 LBS AND OVER WINO LOAD RATING OF THS DOOR. JAMB CONFIGURATION DCUBLE TRACK
CENTER HANG REQUIRED FOR DOORS 800 LBS AND OVER, LOW HEADROOM OPTION
DOORS OVER 8' HIGH. (AVAIL FOR BOTH 2-AND 3"TRACK)
S
E HORIZONTAL
.•DR OVERLAP(EACH SIDE)
B 3'GALV.TAPERED STEEL TRACK AND ANGLE. TRACK 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SLAT). O
I THICKNESS 0.101'.ANGLE THICKNESS:0.080". HORIZONTAL TRACK "JAMB PREPARATION NOTE`. 16 W GALV. STEEL DOUBLE-END-STALE FASTENED WITH (1) fg% 1/2`WAFER u
MN ANGLE DIMENSIONS 3-1/4 s 2-7/8'. SUPPORT BY DOOR SCREW. END STILE DOW; 5-3/4 X 2-1/6-%3/8'.
VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT).
JUNCTION.TWO 1/{"BOLTS FROM LAST MOUNTING 3-1/4^. 2-7/8"MIN . 0.080"TAPERED
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK 18 GA GALV. STEEL CENTER WNGE
COWKXIRATION BELOW. ASTENED TO SECTIONS W/(4) EACH
ADOPUSH NUT ROUND F
rc
SPACED
AT 12'CMOUNINT ROTS V FASTENER. /Ia'S/8"SHEET METAL SCREWS.
2X5 SPACED AT 12'CENTERS.
••\\\1 4��t' 0.101'THICK 3"GAIN. STEEL TRACK FASTENED 1GA GALV. STEEL ROLLER HINGES FASTENED TO END
••••GO'(S HAM/ATO��, _ ,r ON CENTER WS
TAPERED AN ANGLE WITH OtNE E. TRACK
BOLT R STILES(2) 1/4"SELF�tAPPING SCREEET METAL WS PER ENO�HWGE.
.�Z I _ {g^ NJT A7 EACH MOUNTING SLOT.
3'DM, 8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
< �,ii�fG r/ SECTION c-C ANLIFACTURING PRODUCT CODE
z SC E.t(-TRACK BOLT AND NU7 AT EACH �'r>.'"" DSIE-1F171
' a MOUNTING SLOT LOCATION. ��' PREPARATION OF JAMBS BY OTHFRc
'IG S
ir O DES13N LOADS: +38.0 P.S.F. & —42.0 P.S.F.
A X91, S TE OF .tum I DOOR vERT1CAL TEST DS: -57.0 P.S.c. & -63.0 P.SF. PART NO.: N/A A
i()' •�/� 22" 7j4E-0 TRACK LENGTH uM.s.RAN qMn:x ®Clopay 8585 Duke SmINY d WINDLOAD RATING „
770-4800
�OR10Pa�?��� 7- 7t TOLERANCES e. T epi} 0 A
.0. 1.037 30,9 Prodi-t7 Co ,y FR.NC.513-770-4853 W6 D P 3 8
AAA S/ NAI E?•`• 10' - ONE 5/16-A; 1-5/8"LAG SCREW SPACED AT 7E SAME .00. 1.015 DESCRIPTION: 2"EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS
\WP• 1 _ 1 DISTANCES AS THE TRACK BOLTS QE, 3-1/2', 10-. 22'. 34'. _ODD . 1.005
DESIGN ENGINEER: 3-1/2 14- 1 46". ETC.) ADDITIONAL LAG SCREWS LOCATED AT 16".28', & GOOD. 3 001 DRAWN BY: SH DATE: 4/28/12 SCALE: NTS
_
40`FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Deyr,,p . 11/7 'DWG.D
SCOTT HAMILTON, P.E. 1 VERTICAL/HORIZONTAL TRACK JUNCTION. CHECKED BY: SH DATE: 10/12/1 SHEET 4 OF { SIZE B
Un'Ma SLNeR 011r.ne
I I N N .PMENSIOHS ARE IN.%C.rES. DWG. NO.: 104724-A/B VER: IBC
4 3 2 FLOQODDQ PRODUCT T a,PPROOVAL 16107
December 12, 2012 (revised 8/28/15)
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-Manufs F.t,iring Product Code MPC PAN-2F.I5
10471.0-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
104761-A-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 2: Drovy 0g for d,�o,r wi ht M 1 f t� ring ProductCode (MPG) PAN_-2.F1-43i
104753-A-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104762-Rev02, max. door size 18'2" x 16'0"; +41/-46 PSF (design load)
104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF (design load)
TABLE 3: Drawings for doors it Ma_n pcturin duct Code (MPC) DSIE--1F171:.
104724-A-RevO3, max. door size 16 2" x 16'0'0; +38/-42 PSF (design load)
104751-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design 'load)
104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104752-Rev03, max. door size 18'2" x 16'0"; +46/-50 P5F (design 'load)
BLE 4: Drawincis for doors with Manufacturing Pro uct-CQde(MPC) DSIU-1F171:
104777-A-RevO2, max. door size 18'"2" x 1. '0 ; +38/-42 PSF (design load)
104778-Rev03, max. door size 16'2" x 1.6'0"; +46/-52 PSF (design load)
104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TABLE.,-_PrayjjD,g-sfo[_dQQrs with Manufacturing Product Code (MPC -W-�LG$W9:
104439-Rev02, max. door size 9'0" x 12'0"; +47/-55 PSF (design load)
PAGE 1 OF 11 FILE: CBPC 121712-A.3
(5(
zi
EVALUATION REPORT rOR CI OPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6--WS
104998-ReV00, max. door size 16'2" x 12'0"; +41/-47 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 6: Drawings fir_ Qtr ith Manufacturing ProdMPC) PAI�m2F
104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 7: Drawings for door with Manufacturing Product Code (MPC�PAN-2.F143�
104753-B-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
TABLE 8: Drawings for doors with Manufa� t ing..Pf�ck Gp�e jMPC) DSIE-1F171
104724-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-8-Rev02, max, door size 18'2" x 16'0"; +38/-42 PSF (design load)
TABLE 9: Drawings for doors with Manufact i Pr ode (MPC) DSIU-1F171-
104777-8-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
Test Re orts:
ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12
(11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL-
1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12
(10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). 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 M C PA,( - 53L
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. 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, 4F, 4RSF,
6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S,
AR5SV, EMS, ED5SV. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN-2F143:
These doors consist of 2" thick steel pan sections with min. 24 ga.
(0.022") 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. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing. The following models are at least structurally
PAGE 2 OF 4 FILE: CBPC_121212-A.3
EVALUAtION RL-PORT FOR CLOPAY BUILDING PRODUCTS COMPANY SkCtIONAL GARAGE DOORS,W6---Wo
equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models
may be shown on a given drawing.
Product Description for door.5 Vith 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 (IM). Optional Impact-Resistant
Glazing (IM) 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.
Product Description for daor5 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. (0.016") G40 DDS per ASTM A653. The maximum
section height is 21". These doors may have optional Impact-Resistant Glazing.
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 W-1899•
These doors consist of 2-13/16" custom wood door sections with
hemlock rails and stiles and decorative cladding and overlays. The maximum
section height is 28". These doors may have optional Impact-Resistant Glazing.
Optional Impact-Resistant Glazing is certified laminated glass as detailed on the
individual drawings. The following models are at least structurally equivalent to
the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be
shown on a given drawing.
Impact Resistant Glazing (IMS
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.
L mldoti9ns:
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.
PAGE 3 or 4 FILE: CHIC-121212-A.3
EVALUATION REPORT FOR CI.OPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6-W8
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.
Signature: �No 1,T ,HAM�4.��i,�
O`C E•N SccrO�',�',:
No 63286
� * r
Scott Siton, P.
Florida P. E. No. 63286
/ 0'.� NATE OF0. .:��/
Date: 8( ��f— ���t��' 0 R 1��P' •����
s�0 N A�E�� •
PAGF 4 OF 4 FILE: CBPC 121212-A.3