HomeMy WebLinkAboutNotice of AcceptanceRECEIVED
SEP 1.0 2021
MIAMDADE St. Lucie. County ivIIA All DARE CGrJNTY
g Pefmiffifig .V lie LVJ CONTROL SECTION
M5 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURW7 f q- /I a i ll�ami, Florida 3317a2471
BOARD AND CODE ADMINISTRATION DIVISION V I l (f f E 13(F 3 �2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ��Il`� e%^Rfi wWMmiamidade.goyleconomy
Clopay Building Products Company ST. L CIE COUNTY
8585 Duke. Boulevard @Bocc �14`
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shallnot be valid after the expiration date stated below. The Miami -Dade County Product Control Section. (In
Miami Dade County) and/or the AHJ (in areas other than. Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. REP, reserves the right to revoke this acceptance, if it is determined by
Miami Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Insulated W6 DP38 Steel Sectional Garage Door up to 16' 2" Wide
w/ Optional Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No.104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of
3, dated 10/1212012, with revision 6 dated 7/2017, prepared by Clopay Building Products Company, signed
and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami Dade
County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the .
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the, manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA #15-0225.14 and consists of this page 1 and evidence pages E-1 and E-
2, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 17-0920.03
M=AMH= Cougam Expiration Date: December 27, 2022
Approval Date: December 7, 2017
Page
Clobay Building Products CompauY
1. EVIDENCE SUBMITTED UNDER. PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA # 15-0225.14"
i
1. Drawing No.104724, titled "2" BPS Insulated Doors", sheets 1 through 3 of 3, dated
10/12/2012, with revision 05 dated 2/2015, prepared by Clopay Building Products Company,
signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 13-0402.03"
1. Addendum to Test Report No. ATLNC 0801.01-12, dated 02/06/2013, signed and sealed by
David W. Johnson, P.E.
"Submitted under NOA # 12-1022.03"
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC; TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201_94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 ,94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
5) Tensile Test per ASTM E8 f
Along with marked -up drawings and installation diagram of 16'2"x 8j, 27ga steel garage door
Model 43 00 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC
0801.01-12, dated 08/15/2012, signed and sealed by David W. Johnson, P.E.
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared
by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed
by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 12-1022.03"
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 12/10/2012,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS j
1. Notice of Acceptance No.15-0915.08 issued to SABIC Innovative Plastics, US LLC for their
Lexan; Polycarbonate Sheet Products, approved on 12110/2015, expiring on 07/17/2018.
2. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Test Report
No. 3082960-500, prepared by Intertek Testing Services, NA, Inc.,1dated 10/04/2005, signed
by Javier Trevino.
3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS, Test Report
No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed
by C. Anthony Penaloza.
I
ftl/06f-7
arlos Utrera, P.E.
Product Control Examiner
NOA No 17-0920.03
Expiration Date: December 27, 2012
Approval Date: December 7, 2017
E-1
Clopay Building Products Company
F. STATEMENTS "Submitted under NOA # 15-0225.14"
1. Statement letter of code conformance with the 2010 and the 51 edition (2014) FBC issued by
Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton,
P.E.
"Submitted under NOA # 12-1022 03"
2. Statement letters of code conformance to 2010 FBC and of no financial interest, issued by
Clopay Building Products Company, dated 10/30/2012, signed and sealed by Scott Hamilton,
P.E.
2. NEW EVIDENCE SUBNHTTED
A. DRAWINGS
1. Drawing No.104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated
10/12/2012, with revision 6 dated 7/2017, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None-
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 51 Edition (2014) and 6* Edition (2017) FBC
issued by Clopay Building Products Company, dated 09/06/2017, signed and sealed
by Scott Hamilton, P.E. I
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 09/06/2017, signed and sealed by Scott Hamilton, P.E.
i
Carlos M. Ut((rera, P.E.
Product Control Examiner
NOA No 17-0920.03
Expiration Date: December 27, 2022
Approdal Date: December 7, 2017
E-2
MODELS
CLOPAY
HOLMES
f
IDEAL
EMIB6SS
HI
AC
AN
0
'24 GA SHORT
27 GA SHORT
27 GA F
—2Z.-.G8_LDNG'
SHEET'
4400, 4401
4300, HDG
4301, HDGF
4310, HDGL
1 OF 3
REV. N0.
ZONE:
DATE:
06
-
7/201'
—
66, 66G, 6200
68, 6201
, , 6203
—
SP200
SF200
SE200
OPTIONAL ROW OF IMPACT -RESISTANT GLAZING.'°'
MAX GLAZING SIZE IS 1B-1/2" 11"
IMP
1
CODE COMPLIANCE STATEMENT TO ADD 6TH EDD10N
0
a
GLAZING IS INJECTION MOLDED GE LEXAN
SOLID DOO NO GLAZING) DOORS WITF1 OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -REST OPTIO INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND
GA. BACKER PLATE BETWEEN EACH
LOCATION THAT CONTAINS A CENTER
SLX2432T, AN APPROVED CC2 PLASTIC IN
gccoROANCE WITH IBC/FBC 2606.
.
GLAZING IS GE C2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
'
NGE. ATTACHED WITH DOUBLE SIDED
RYUC ADHESIVE TO BACK OF DOOR.NF—
-Y-A
SEE SECTION B-8 FOR ASSEMBLY DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.
IBC FBC 2608.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNAnONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
/_GLAZING SHOWN IN TOP SECTON.
�
vs,�lllllllla,r�l�.r.
,rr7��s:
�♦
t
t
t
7i
DOOR HEIGHT
N OF
SECTIONS
UP TO 7'0'
4
7'3' TO 8'9'
S
9'0' TO 10'6'
6
10'9' TO 12'3'
7
12'6' TO 14'0'
8
14'3' TO is -1
9
16'0'
LO
MAX SECTION
HEIGHT 21'
E N &'L''. 'L ��i
*: No 637�+*1
�� STATE OF :FLU
l �
DESIGN
_ 16 GA. DOUBLE END STILES.
MAY BE NOTCHED FOR LTTES.
-VIEW °B' (SEE SHEET TWO).
-VIEW °0" (SEE SHEET TWO).
TWO POINT LOCKING
INTO TRACK.
--� A OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTOM BRACKLHR TOP ET.
(1) USED AS
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.
OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE ONE SNAP -LATCH R
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101M. SLIDE BOLT LOCK E°CH SIDE OF D0012.
END ENGAGES INTO
STILE VERTICAL TRACK
ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED
END
HANDLE. STILE
INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION. OUTSIDE KEYED LOCK WITH
SNAP L,9TCH LOCK OPTION. '
THIS PRODUCT CONFORMS TO THE
REQUIREMENTS OF THE 2010 FBC,
THE FIFTH EDITION FBC, AND THE
- - - - SIXTH --EDITION- FBC.--
-- - --
PRODUCT REVISED DESIGN LOADS: 4-38.0 P.S.F. & -42.0 P.S.F.
as complying with the Florida UMeee Stated Oth—I.. = Cho ay 858!
Balldln code TOLERANCES .. 0 Ted j
NDA-No. 17-0920.03 .0 t.031 Rui&9 Fmd.S M Fmi
Explratlon ID 12127/2022 •00 s f.015 DESCRIPTION: 2' EPS I
.000 = f .005
.1)000 m t.001 DRAWN BY: SH
ERti1 3 Cn BY Oagreeo a t1/2' CHECKED BY: SH DATE:
E,,R O C Illlam d Product Control
r `H3266 V auDMONr S AREIiN INrH DWG. NO.: 104724
V-4 = 3 2
co ci
ERti1 3 Cn BY Oagreeo a t1/2' CHECKED BY: SH DATE:
E,,R O C Illlam d Product Control
r `H3266 V auDMONr S AREIiN INrH DWG. NO.: 104724
V-4 = 3 2
co ci
7 M
Lm
n
C
END
STILE.
OUTSIDE B
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK SAR LOCKING,
PART NO.: N/A A
:vdrd YLNOLOAD RATING
W6 DP3e
DOORS (SEE TABLE FOR MODELS)
28/12 SCALE: NTS DWG. R
/12/1 SHEET 1 OF 3 SIZE L
VER: MD
1 .
4
1 .5
L
II
HODELS 24 GA SHORT
27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET'
REVISIONS
CLOPAY 4400, 4401
4300, HDG 4301, HDGF 4310, HDGL 2 OF 3
REV, NO. I ZONE: I DATE: ECN NO, APPVD: I
DESCRIPTION
O6 - -
SEE REVISION HISTORY ON SHEET ONE
HOLMES —
66, 66G, 6200 68, 6201 67, 67G, 6203
IDEAL —
SP200 SF200 SMDD
SILICONE SEPARATES
D
FRONT ANDLLED BACKCHANNEL SKIN OF DOOR
HORIZONTAL (TOP) JAMB
JAMB TO SUPPORTING STRUCTURE ATTACHMENT _
(NO LOAD FROM DOOR)
NOTES; '
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
1.95" THICK, 1# DENSITY
THE 2x6 VERTICAL SYP (GRADE 02 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
EXPANDED POLYSTYRENE FOAM
TRANSFERRED To THE HORIZONTAL (TOP) JAMB.
INSULATTIONION LAMINATED TO BOTH
(1) 12 GA_ GALV_ STEEL TOP ROLLER
2, EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 UJ3 & -336 LB. PER UNEAR
FOOT OF JAMB.
EXTERIOR AND INTERIOR SKINS.
-
BRACKETS (2-1/2" x 5-3/B"). EACH
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED To BE) COUNTERSUNK TO PROVIDE A
FOAM MANUFACTURED BY
BRACKET ATTACHED W/(4) #14x5/8' SHEET
FASTENER
FLUSH MOUNTING SURFACE
PREMIER INDUSTRIES, INC. OR
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TYPE
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS 1LQI USED IN THE CALCULATION OF ALLOWABLE
FALCON FOAM.
TO TOP BRACKET WITH (2) 1/4'%1/2' BOLTS
LOADS FOR ANCHORS AND FASTENERS FOR SIEEL. CONCRETE AND MASONRY.
AND NUTS PER BRACKET.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID 6Y NOT LESS THAN (3) 2XG PRESSURE
MAX O.C.
TREATED SYP (GRADE @2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 120E PSI
NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8-0" HIGH OR (4) 2x6
TONGUE AND GROOVE JOINTS.
27 GA 0 016' MIN. INTERIOR STEEL SKIN
( )
PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN
(DRAWING DUALITY) WITH G-40 MIN. GALV.,
G`
1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 16-0" HIGH. STUD
BAKED -ON PRIMER AND A BAKED -ON
r
l�
WALLS TO BE CONTINUO OM rOQMW-7I jIE BEAMS.
4"—
POLYESTER PAINTED TOP COAT APPLIED TO
zx6 VERTIGL JAMB
BLOCK WALL OR CONCRETE'
BOTH SIDES OF STEEL SKIN.
2x6 SYP (GRADE #2 OR BETTER). WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK
WALL OR CONCRETE COLUMN. BLOCK WALL'ELLS SHALL BE FILLED WITH CONCRETE AND
q-1/4••
14 GA. GALV. ROLLER HINGE EACH HINGE
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS
L
FASTENED TO END STILES WITH (4) #14x5/B"
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.
BE DESIGNED BY THE BUILDING ENGINEER ARCHITECT
VIEW D
SHEET METAL AND (2) 1/4'x3/4" SELF
BLOCK WALLS AND CONCRETE COLUMNS TO OR
RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
- 4" TALL TAPER STRUT.
.•;•
TAPPING SCREWS. SEE VIEW W.
0.057" MIN, GALV. SirEL,
x6 JAMB TO SUPPORTING
50 KSI. MIN.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
ONE 4' T-STRUT PER SECTION. (SEE
MAXIMUM
ON -CENTER
VIEW "D' EACH T-STRUT ATTACHED AT
DISTANCE STEEL
27 CA (0.016" MIN.) D(TERIDR STEEL
EACH HINGE LOCATION WITH (2)
BETWEEN WASHERS
BUILDINGTYPE FASTENER TYPE FASTERS' REQUIRED?
SKIN (MIN. YIELD STRENGTH: 45 KSI,
1/4-0/4- SELF TAPPING SCREWS.
I3 Dc u 4' x 1-1/4MIN. co 'o - t o.D.
DRAWING DUALITY) WITH G-40 MIN.
sODo PB MN.'o cRETE 1 X 1
IN. em AF'o co C C OR 1 O.D.
GALV. BAKED -ON POLYESTER PAINTED
B
2000 Nq MIN. CONCRETE 3 8 1-3
14 MIN, EMBED WEJ-rr ANKR TITE SLEEVE ANCHOR - D
TOP COAT APPLIED TO BOTH SIDES OFr
B
In SLEEVE ANCHOR 2*"
STEEL SKIN.
j4,
II, e 0 1 0..
• 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.
,,�..OtT HAM14
*� NO 8 2
O S
A y9 ; STATE OF
i0•.
f DESIGN ENGINEER,
SCOTT HAMILTON. P.E
PRODUCT REWSED
���
as com Ingg with the Florida
Building ode
HOA-No. 17-0920.03
Expiration a I7J2712022
By
Mianot-17holb Product Control
1
#14x5/B" SHEET METAL SCREWS
0
0 0
- oo - o - 1/4"x3/4" SELF o -
TAPPING SCREWS.
14 GA END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE
VIEW "B• VIEW C
i
13 GA GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) $145/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
DESIGN LOADS: +38.0 P.S.F. & -42.0 .5
^
PART N0: N/A
TOLESRANCES ,°
.0 o t.031
.00 = f.015
.000 = f.005
.0000 = t.D01
D,qm_ m t1/2'
DIMENSIONs�ARE IN othINCHES.
Clapay MotBon. 5jka 3 .110-Mrd
guikg Producla CAmparri Pox No. 513-77G-4953
WINDLOAD RATING
'W 6 D P 3 8
/ 1
DESCRIPTION: 2" EPS INSULATED DOORS (SEE TABLE FOR MODELS)
DRAWN BY: SH
DATE: 9/28/12
SCALE: Nrs
DWG. R
CHECKED BY: SH
DATE: 10/12/1
SHEET 2 OF 3
SIZE 1J
DWG. NO.: 104724
VER: MD
2 1 1
♦I
MODELS 24 GA SHORT
CLO AY 4400, 4401
HOLMES
IDEAL --
D 7" TRACK CONFIGURATION
DOORS UP TO 800 LBS.
o
0
I
� L"
x I
3
PRODUCT REVISED
aG cd.l. 1 with the Florida
2
B. .11 Code
NOA�No• 17-0920.03
0
Explratlon 12/2ZntrclZ
By oWIIam
Product =
jr
FiA... A41;T t
O%0 p�'( 5,
Igo 63 6 *' _
9 TA -7
STATE OF u/"
i!
15
27 GA SHORT
27 GA FLUSH
1 27 GA LONG
SHEET,
3 OF 3 REV, NO,
06
4300, HD
301, HDGF
4310, HDG_L_
66, 66G, 6200
68, 6201
67, 67G, 6203
SP200
SF200
SE200
2 1 1
REVISIONS
DATE: ECN NO. APPVO: I DESCRIPTION
— I SEE REVISION HISTORY ON SHEET ONE.
NOT- TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK
DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOORS UP TO BOD LBS,
HEIGHT "L'
_r�M GA GAILY. STEEL FLAG BRACKET ATTACHED TO 6 -6AMBWITH (3) 5/16' X 1-5/8' LAG SCREWS --0 1" DOOR OVERLAP (EACH SIDE)
AND TO TRACK WITH (2) 1/4" RNETS.2XG SYP WOOD JAMB. SEE3' MIN.
RDD: SPACING NIE 14' O.C."JAMB PREPARATION NOEE.
9- 2° GALV STEEL TRACK-D. 112
OPOONAL STOP MOULDING BY INSTALLER (To SUIT).
.16 GA GALV. STEEL DOUBLE -END -SOLE FASTENED WITH (1) 18 X 1/2' WAAR SCREW.
END STILE DIM.: 5-3/4 X 2-1/8' X 3/8'.
W
TRACK THICKNESS: 0.083' - 2-1/2' X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
50' -6" WOOD JAMBS WITH 5/6' X 1-5/8' 18 GA GALV. STEEL CENTER HINGE
7/16" I.D. ROUND
-0 lAG'SCRL3Y5 NOT TO EXCEED 14" PUSH NUT FASTENED TO INTER. STILES W/(4) EACH
38" -6 14: ON -CENTER. MIN. OF (9) LAG FASTENER. #14x5/8- SHEET METAL SCREWS.
TYP. 2-1/ K X 12 GA GALV. 3 -O SCREWS REQUIRED PER JAMB. 14 CA. CALK STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5 8
ASLHID TO JAMB WRTi (i) 4'- 60" SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. /
24' 5/16' X 1-5/8" LAG SCREW PER - 2' CALV. STEEL TRACK FASTENED TO
TRACK BRACKET. - 12 GA GAILY STEEL TRACK BRACKETS
WITH EITHER (2J 1/4' D1A RIVETS OR Z' DIA. 7-1/2' LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE
10' 1-0" 1 (1) 1/4" X 5/8' BOLT d& NUT PER SECnON C-C
3-1/2• TRACK BRACKET. LHR BRACKET (2-1/2' x 5-3/4' x 12GA)
PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4' SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE' AS SHOWN IN
21¢IEL TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUB__-_ F�'iR�L'K
WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. LO'W HEADROOM OPTION
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH. (AVAIL FOR BOTH 2' AND 3' TRACK)
UBLE HORIZONTAL
7' DOOR OVERLAP (EACH SIOtT)
TRACK.
3' GAIN. TAPERED STEEL.. TRACK AND ANGLE TRACK 2X6 SYP WOOD JAMB. SEE STOP MOULDING 6f DOOR INSTALLER (TO SUIT). p
�3' GALV.
TAPERED
ANGLE THICKNESS: ANGLE.
HORIZONTAL TRACK '.IAMB PREPARATION NOTE'_ ,' !TS'r/.. ;;i' 16 GA GALV. STEEL DOUBLE -ENO -STILE FASTENED WITH (1) $8 X 1/2" WAFER O
•- SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8.
MIN. ANGLE DIMENSIONS 3-1/4• x 2-7/8'. SUPPORT
LER Y DOOR
�VERTICAL/HOFIZONTAL TRACK 14" MAXIMUM SPACING 3-1/4' x 2-7/8" MIN. x 0.080' TAPERED /
JUNCTION. 1W0 1/4' BOLTS 'FROM LAST MOUNTING' -/
& NUTS FOR EACH TRACK. SL07 TO TRACK JUNCITOM ANGLE SEE LAG BOLT MOUNTING AT TRACK 18 OA CALK STEEL CENTER HINGE
CONFIGURATION BELOW. 7/16' I.O. ROUNr;;;�#145/8*
FASTENED TO INFER. STILES W/(4) EACH
ADDITIONAL MOUNTING SLOTS DER SHEET ML711L SCREWS.
SPACED AT 12' CENTERS. 0.101' 'THICK 3" GALV. STEEL TRACK FASTENED 14 CA. GALV. STEEL ROLLER HINGES FASTENED TO END
TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH 014x5/8" SHEET METAL SCREWS
12' ON CENTER TAPERED ANGLE WITH ONE 1/Vx5/8' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE
NUT AT EACH MOUNTING SLOT.
� 3' DIA 13-1/2' LONG SEEM BfJJ_ BEARING STEEL ROCLFR.
NE AX' - TRACKBOLT AND NUT AT EACH SECTION c-C
34' —
MOUNTING SLOT LOCATION.
DOOR S G LOADS: 38.0 S... & -42.0 P.S.F. PART NO.: N/A
22" HEIGHT TRACK
�IENGTH Unlese Sided Othenrise = ClOpay B585 Duka Boulewrd WINOLDAD RATING A
TOLERANCES are Mom' 0HT7 D D� W 6 D P 3 8
Td. No. 513- 0-48D0
_ .0 = t.031 t§8dt+g Roducl8 [mryaq For N. 513-7J0-4853
10" 9-0
0-00 96B ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME .00 = f.015 DESCRIPTION: 2' EPS INSULATED DOORS (SEE TABLE FOR MODELS)
DISTANCES AS THE TRACK BOLTS (I.E 3-1/2', 70'. 22', 34', ,ODD f.005
3-1/2' 1 0 156 46% ETC.). ADDITIONAL LAG STREWS LOCATED AT 16', 28', & •ODOO d:.ODi DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R
180 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE 13e9teee d:1/2' CHECKED BY: SH DATE: 10/12/1 SHEET 3 OF 3 SIZE 1J
VERTICAL/HORIZONTAL TRACK JUNCTION. U,dxv St Am Othenhe
DIMENSIONS ARE IN INCHES. DWG. NO.: 104724 VER: MD
3 1
e+