HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI•DADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
• BOARD AND CODE ADMU41STRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldadkgov/economy
= Clopay Building Products Company
8585 Duke Boulevard
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 shall not 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. RER 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: Coachman/Canyon Ridge 211 Intellicore W6 DP38T Steel Sectional Garage
Door up to 9'-0"Wide w/Optional Impact Resistant Lites
APPROVAL DOCUMENT:Drawing No.104948,titled"Canyon Ridge/Coachman Intellicore W6 Single Cat",
sheets 1 iluough 3 of 3,dated 08/24/2015,prepared by Clopay Building Products Company,signed and sealed by Mark
Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance
number and approval 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 if there 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.
LIMITATION:This approval requires the manufacturer to do testing of all coils used to fabricate door panels.A
minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade
County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports.
Only coils with average yield strength of 32,000 psi or more shall be used to make door panels for Miami-Dade County
under this Notice of Acceptance.
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 consists of this page I and evidence pages E-1 and 9-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0922.07
MIAMI•DADE COUNTY Expiration Date: November 25,2020
Approval Date: November 25,2015
Page 1
SHOP DRAMNG REVIBIV
NC EXCEPTIONS TAKEN
CORRECT!ONIS NOTED
R FT S N'E' R E S U'9 N"!T
T S P E C)F!F-D 1-,7- 1
0
IN )qPi,il T 10 N 7,,v
T P.a C T OR IS R,F S
FIRMED AND CDRRELATIED,='.T--"-IE JOB SITc, FOR
THAT PERTAINS SOLELY 10 THE FAMICATIC"';
T.E C!MiQUES OF CONSTRUCTION; AND FOR'CCOPD!!,!Al ION.0 F
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THE MIRK OF ALL TRADES.
LU'US-4/4- M-- ,Kli--g
i
1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104948,titled"Canyon Ridge/Coachman Intellicore W6 Single Car",
sheets 1 through 3 of 3,dated 08/24/2015,prepared by Clopay Building Products
Company;signed and sealed by Mark Westerfield,P.E.
B. TESTS
1. Addendum letter to Test Report No. ATLNC 0717.01-14,dated 05/06/2015,signed
and sealed by David W. Johnson,P.E.
2. Test reports on 1)Uniform Static Air Pressur6 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,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of 9'x 8',27ga steel garage
door Coachman Model CGUI 1 W6 with Lexan polycarbonate windows,prepared by
American Test Lab,Inc.,Test Report No.ATLNC 0717.01-14, dated 08/04/2014,
signed and sealed by David W.Johnson,P.E.
3. 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,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel
garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by
American Test Lab,Inc.,Test Report No. ATLNC 1105-01-13, dated 01/14/2014,
signed and sealed by David W.Johnson,P.E.
4, Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90
panels,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.7890, dated
10/01/2014, signed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated
08/24/2015, signed and sealed by Mark Westerfield,P.E.
ftf , `S
Carlos M.Utrera,P.E.
Product Control Examiner
NOANo 15-0922.07
Expi ion Date:a No�Ge e ,2020
AV re: N�oV'2015
E-1
i
Clopay Building Products Comuanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their
Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on
07/17/2018.
2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC (MA)for
their Makrolon Polycarbonate Sheets, approved on 12/06/2012, expiring on
08/27/2017.
3. Test report on Surface Burning Characteristics of the polyurethane foam insulation per
ASTM E84,prepared by QAI Laboratories,Test Report No. RJ2814-3,dated
10/14/2013, signed by Greg Banasky.
4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation
per ASTM D1929,prepared by UL LLC,Test Report No.4786399941/R5692, dated
05/20/2014,signed by James Smith.
F. . STATEMENTS
1. Statement letter of code conformance to 51h edition(2014)FBC issued by Clopay
Building Products Company,dated 08/24/2015,signed and sealed by Mark
Westerfield,P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 08/24/2015, signed and sealed by Mark Westerfield,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0922.07
Expiration Date: November 25,2020
Approval Date: November 25,2015
E-2
4 3 2 1
CLOPAY MON RIDGE SERIES: CAN2nn-XX.COACHMAN SERIES:CGUno,CXUnn SHEET. REVISIONS
HOLMES GLENMOOR SERIES: GLN2nn-XX,SEALERS SERIES:SXUnn 1 OF 3 REV. N0. ZONE: DATE: ECN N0, APPVD: DESCRIPTION
IOFAL CARRIAGE HOUSE CUSTOM WOOD-LOOK SERIES: MR2nn-XX.AFFINITY SERIES AGUnn - -
MODEL DESIGNAAON No M• 'nn'REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. 01 8/24/15 MW I UPDATED FOR MIAMI-DADE APPUCATION
COACHMAN-TYPES DOORS ARE 2-5/8"THICK.
MODEL DESIGRAAON NOTE 9; -M'REPRESENTS THE TYPE OF CLADDING.IF'XX'IS'MN'-PN'
CN'OR INC'THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-L/2'THICK OVERALL ANY
D OTHER VALUE FOR'XX'INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2'ME D
DOUBLE-SKIN INSULATED DOOR AND IS 3'THICK OVERALL
(1) 2" X 3"X 0.034"INTERNAL BACKER PLATE AT EACH HINGE
LOCATION ATTACHED TO SKIN WITH (2) roc-L-LOC CLINCHES. IMPACT-RESISTANT CONSTRUCTION:
A SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
GLAZING SIZE(DLO) IS 45"x 15". SEE SECTION B-B FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030,
�d FOR DETAILS. 90318, 90316, 90317,90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS
A, f✓ '7 f VIEW '8" GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) ALSO APPROVED:SL, AR, 15). APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FRG
/ OR INTERMEDIATE SECTION NOT SHOWN. 2606 AND APPROVED PLASTICS ACCORDANCE WITH FBC 2612.
B
( ) THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
ri CODE AND IS LARGE---AND SMALL-MISSILE IMPACT RESISTANT.
,AEW "c" SECTION B—B (IMPACT—RESISTANT GLAZING OPTION)
N�
C Lr n t
0, C INTERIOR OF DOOR. C
o EXTERIOR OF DOOR.
z� INSULATED DOOR SECTION.
F= ® C DECORATIVE OVERLAY, _
w a TWO POINT LOCKING (16) #8-18 x 1'
0'0 I INTO TRACK. SILICONE ADHESIVE. SELF-TAPPING SCREWS.
0
D _END
STILE. CELLULAR PVC RETAINER.
3/4' GLAZING BITE
(2) #8-18 x J' SELF-TAPPING
L ASA FRAME CAP. SCREWS, (L) MIDDLE (IF TOP AND
OUTSIDE <1) MIDDLE OF THE BOTTOM OF
HANDLE. LOCK BAR THICK POLYCARDONATE FRAME.
j OPTIONAL OUTSIDE KEYED _—�A ENGAGES IN ;�
LOCK POSITION TRACK ON GLAZING. ALUMINUM FRAME.
MAX. DOOR WIDTH = 9'-O" EACH SIDE
B OF DOOR.
OUTSIDE KEYED LQCK WITH B
LOCK BAR LOCKING. IMPACT—RESISTANT GLAZING DETAILS
DOOR WIDTH # OF INTERN. DOOR HEIGHT # QF # OF U-DARS SLIDE BOLT LOCK ONTO VERTICAL TRACK.
SNAP LATCH ENGAGES
HINGES/JOINT SECTIONS ENGAGES INTO
6'2' TO 7'6' 2 UP TO 6'0' 3 4 ENO VERTICAL TRACK. ONE SNAP LATCH ON
STILE. ONE LOCK ON EACH SIDE OF DOOR.
7'8' 70 9'0' 1 '3' O 8'O' 4 5 EACH SIDE OF
10'3 TO 12'0- 5 6 DOOR.
10'3' 7Q 12'0' 6 7
12'3' TO 14'0' 7 B OUTSIDE END
14.3' TO l6'0' 8 9 INSIDEID BO T KEYED STILE
MAX SECTION HEIGHTS 24' LOCK OPTION. HANDLE.
,��• Y 4 '' n INSIDE HANDLE NANUFACTURING
PRODUCT
CDACHHAN DSIUO479
MODE
r '/. oLITStOF KEY�O 10__,_zK WITH
CANYON RIDGE.DSIUB-IK479
NS_AP faT.H or�c OPTION_ DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F.
AppaxednrxKaplyeywi 91Ehe PART NO.: N/A
PLaid� Dude t
-i Dan � 7Ci': � Ualsse SMatad OMhem+ae Mamry OHe45010 USA ~
t TOLERANCES e.e � a vINDLOnD RATING
Ll 4 Dan I- 7 Tel.No.513-7040 USA w 6 D P 3 8
'•;+ Miami .0 t.031 Run P�+� 1o7 Fax No.513-770-d853
.ao= t.o15 DESCRIPTION: CANYON RIDGE/COACHMAN INTELLICORE W6 SINGLE CAR
B o00= t.G05 DRAWN BY: SH DATE:7/17/14 SCALE: NTS
DESIM'-,0 NEERI 0 r-� �--'- .0000 = t.ODI DWG.
/,� �t Degrees- t1/2' CHECKED BY: MW DATE:8/24/15 SHEET 1 OF 3 SIZE
MARK WESTER Mj"nP.E` UMm Slated Olhen.lse
FLORIDA LICENSE` 0,:4E495 DIMENSIONS ARE IN INcHes.DWG. NO.: 104948 VER:M-0
4 3 2 1
,
4 3 2 1
CLOPAY CANYON RIDGE SERIES: CAN2nn-XX.COACHMAN SERIES:CGUnn,CXUnn SHEETi REVISIONS
HOLMES GLENMOOR SERIES: GLN2nn-XX.SERLERS SERIES:SXUnn 2 OF 3 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
IDEAL CARRIAGE HOUSE CUSTOM WOOD-LOOK SERIES: MWL2nn-XX,AFFINITY SERIES AGUnn SEE REVISION HISTORY ON SHEET ONE.
/ MODEL DESIGNATION NOTE 1: 'nn'REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS.
l COACHMAN-TYPES DOORS ARE 2-5/8'THICK.
MOD D[SIGNATION NOT • 'XX'REPRESENTS THE TYPE OF CLADDING.IF'XX'IS'MN''PN'
'CN'OR'NC'THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-1/2'THICK OVERALL.ANY
OTHER VALUE FOR'Xx'INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2'BASE
D D
DOUBLE-SKIN INSULATED DOOR AND IS 3'THICK OVERALL. 2"THICK BASE DOOR
HORIZONTAL(TOP JAMB OVERALL THICKNESS VARIES WITH MODEL. SEE
(NO LOAD FROM L;ooR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES WITH MODEL NUMBER LISTS.
1..B 1 ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP(GRADE Q2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. '
2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+171 LB&-198 LB.PER LINEAR )
FASTENER FOOT OF JAMB. 12 GAGE GALV. STEEL TOP ROLLER
TYPE 3 FLUSH OUNTIALL JAMB t S�URFAACE.�(BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A _`BRACKET. EACH BRACKET ATTACHED
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS bW USED IN THE CALCULATION OF ALLOWABLE WITH (4) #145/8" SHEET METAL
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. 3'TALL 50 KSI U-BAR IT. LSCREWS.
MAX O.C. 20 GA. GALV. STEEL. 27 GA INTERIOR STEEL SKIN (DRAWING
J 3" QUALITY) WITH G-40 MIN. GALV.,
PREPARATION OF JAMBS-BY OTHERS I r BAKED-ON PRIMER AND A BAKED-ON
NQ . THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL 1-7/8" T=— POLYESTER PAINTED TOP COAT APPLIED
C` BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE TO BOTH SIDES OF STEEL SKIN. _
2x6 VERTICAL JAMB BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING C'
CODES FOR THE LOADS LISTED ON THIS DRAWING. _
27 GA. (0.016" MIN.) EXTERIOR STEEL 14 GA GALV. STEEL ROLLER HINGE.
SKIN WITH G-40 MIN. GALV.. BAKED-ON /SEE SECTION C-C
POLYESTER PAINTED TOP COAT APPLIED
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT TO BOTH SIDES OF STEEL SKIN. .
/ (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)MAXIMUM
A '
ON-CENTER POLYURETHANE FOAM
DISTANCE STEEL INSULATION (2.4# PCF).
BETWEEN WASHERS 3 TALL x 20 GA. GALV. STEEL U-BAR. ONE AT
BUILDING TYPE F R 1x R THE TOP AND ONE AT THE BOTTOM OF EACH
HOLLOW CMU BLOCK WALL SECTION. ATTACHED WITH (2) 1/4"x3/4" SELF
1/4•x 1-1/4•H[N EMBED uLiRACON CONCRETE ANCHOR 9-3/4' P O.D. NON-STRUCTURAL OVERLAYS TAPPING SCREWS PER HINGE LOCATION.
GROUT-FILLED CMU BLOCK 1/4'x 1-3/4' MIN.EMBED ULTRACON CONCRETE ANCHOR 16, 1.O.D. COACHMAN-TYPE DOORS: DECORATIVE OVERLAY
B 2000 PSI MIN.CONCRETE 1/4' x 1-3/4'MIN EMBED ULTRACDN CONCRETE ANCHOR 24' 1.O.U. (PVC WITH SANDY ASA CAPSiOCK) ATTACHED
TO OUTSIDE SKIN WITH PERMANENT ADHESIVE.
2000 PSI MIN.CONCRETE 1/4'x I-3/4'MIN.EMBED TAPCGN CONCRETE ANCHOR 24' 1'D.D. CANYON-RIDGE TYPE DOORS: HIGH DENSITY
2000 PSI MIN.CONCRETE 3/8'X 1-3/4'MIN EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED MOLDED COMPOSITE OVERLAY AND OPTIONAL
- - - -
4000 PSI MIN,CONCRETE 3/8'X 1-3/4'MIN.EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED CLADDING ADHERED TO OUTSIDE SKIN WITH
PERMANENT ADHESIVE.
WOOD FRAME(SYP 0.55 SG) 1/2'x 3'LAG SCREW(ASTH.A307,GRADE A) 1-5/8'EMBED INTO STRUCTURE 24' 1'B.0. ^' 13 GA. (MIN.) GALV. STEEL BOTTOM
• FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR INSTALLED �� BRACKET(2-3/4" X 7'). ATTACHED
AT LEAST AS HIGH AS THE DOOR OPENING. WITH (2) #14x5/8" SHEET METAL
CLOPAY DOES.NOT SUPPLY JAMB ATTACHMENT FASTENERS. ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.—___ SCREWS,
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2".EXCLUDING STUCCO THICKNESS.
o _ Y4.'; SECTION A-A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
#14%5/8' SHEEP COACHMAN,DSIUD-1M479
> :•"' N' �; METAL SCREWS AOpovod a$OOmpI)'818 Wbh IN CANYON RIDGE-DSIUD-IK479
.) O Flom* m Code
�.,: o �, aAs DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F. PART NO.: N/A n
A {. ✓. ;V ./ 9�_`I^p
NOM LAM—Statd 01her"tae _C1npay 8685 Duke Boulevard „VINOLOAD RATING 3/4"SELF mIww Plodme CoNoi TOLERANCES aro Mason,OH 45040 USA ��/TAPING SCREWS O gy .0- t.031 P oduds Lc nm Fas Mu.51J 770 44885533 VV 6 DP38
0 .00 f.015 DESCRIPTION: CANYON RIDGE/COACHMAN INTELLICORE W6 SINGLE CAR
.000 f.005 DRAWN BY: SH DATE:7/17/10, SCALE: NIS
DESIGN ENGINEER, 14 GA. END HINGES 14 CA INTERMEDIATE HINGE oo00 n f.O01 DWG.R
MARK WESTERFIELD, P.E. Vim" Dogroae- tt/2 CHECKED BY: MW DATE:8/24/15 SHEET 2 OF 3 SIZE L
FLORIDA LICENSE No 48495 DIMl;$IoNs`PRE MmlHIcHEs.DWG. NO.: 104948 VER: M-D
4 3 2 1
4 3 2 1
CLOPAY CANYON RIDGE SERIES: CAN2nn-XX,COACHMAN SERIES:CGUnn,=Unn SHEET- REVISIONS
HOLMES GLENMOOR SERIES: GU42nn-XX,SETTLERS SERIES:SXUnn 3 OF 3 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
IDEAL CARRIAGE HOUSE CUSTOM WOOD-LOOK SERIES: MWL2nn-XX,AFFINITY SERIES AGUnn
/ MODEL DESIGNATION NOTE t; •nn'REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. -
SEE REVISION HISTORY ON SHEET ONE.
COACHMAN-TYPES DOORS ARE 2-5/8'THICK.
MODEL DESIGNATION NOTE 2: 'XX'REPRESENTS THE TYPE OF CLADDING.IF'XX'IS'MN''PN'
'CN'OR'NC THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-1/2"THICK OVERALL.ANY
D OTHER VALUE FOR*W INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2'BASE D
DOUBLE-SKIN INSULATED DOOR AND IS 3"THICK OVERALL.
HORIZONTAL TRACK
DOOR COUNTERBAI.M10E SYSTEM SUPPORT BY DOOR '
2"TRACK CONFIGURATION. INSTALLER(TO SUIT).
13 GA GALV,STEEL FLAG BRACKET ATTACHED M DOOR JAMB CONFIGURATION.
JAMB WITH(3)5/16'X 1-5/8'LAO SCREWS HEIGHT "L'
AND TO TRACK WITH(2) 1/4'RIVETS. 6-6
7-0 2x6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER .
NOTE:TRACK CONFIGURATION (TO SUIT).
ABOVE THE DOOR OPENING DOES AS'REQUIRED:SPACING NOT TO EXCEED 30'O.C. _6 JAMB PREPARATION NOTE'. "hU9.N:Q*>HfiYir', 3"WIDE III CA GALV.STEEL END STILE.
NOT AFFECT THE WIND LOAD = I.-,. ^0:41•y,:.,.,iaf ,P
RATING OF THIS DOOR. B-6
g 62't4' 2'GALV.STEEL TRACK, - 2-1/2'X 12 GA GALV.STEEL
p TRACK THICKNESS:0.060'. TRACK BRACKETS FASTENED TO
N-.-
WOOD JAMBS WITH 5/6'X 1-5/8' �-7/16'I.D.ROUND 14 GA GALV.STEEL CENTER HINGE
•L• "I
LAG SCREWS. PUSH NUT FASTENED TO SECTION W/(4)EACH
_ 36't2" FASTENER. �14x5/8'SHEEP METAL SCREWS.
C T TYP. 2-1/2'X 12 CA GALV. h12- C
z STEEL TRACK BRACKETS, -8 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 014x5/8'
ATTACHED TO JAMB WITH(1) -0" SHEET METAL SCREWS AND(4) 1/4'SELF TAPPING SCREWS PER END HINGE.
0 5/16 X 1-5/8'LAG SCREW PER -6 2"GAL.V.STEEL TRACK FASTENED TO
TRACK BRACKET. -0 12 Gfl GALV STEEL TRACK BRACKETS
-6 WITH EITHER(2) 1/4'DIA.RIVETS OR 2'IDEA.SHORT STEM 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10' -0 (1) 1/47 X 5/8'BOLT&NUT PER
- 1 TRACK BRACKET. SEC71ON C-C
4' PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET(2-1/2'x 5-3/4'x 12GA)
ATTACHED WITH(2) 1/4'x 3/4'SELF TAPPING
3"TRACK IS ALSO AVAILABLE c. � � SCREWS.
DOUBLE TRACK
LOW F4FAOROOM OPTION i
(AVAIL.FOR BOTH 2"AND 3'TRACK)
OUIaLE HORIZONTAL
TRACK. I
B B
C•` y ", MANUFACTURING PRODUCT COD
a COACHMAN-DSIUD-LH479
C) ��.• CANYON RIDGE.DSTUD-IK479
A DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F. PART NO.: N/A
L - FkditodroompllLM wldLdLe U.r—Staled Olhorrieo �'O a 8505 Ouko Boulevard ViNDLOAD RATING „
Ftdrldr Codt TOLERANCES— Mason,ON 45040 USA
z, P Y Tel.No.513-770-M W N 6 D P 3 8 j
••v " \� OAO .0 t.031 Ufnq PmOLKts ComponA Fax No.513-770-4853
t(, ,•^� Mimni Pts3KY C7oalld .00 1.015 DESCRIPTION: CANYON RIDGE/COACHMAN INTELUCORE W6 SINGLE CAR
CIO oao0 n *.00i DRAWN BY: SH DATE: 7/17/14 SCALE: TUTS
DESIGN Etl�lEE9'tI DWG.
Degroos a t1/2• CHECKED BY: MW DATE:8/24/15 SHEET 3 OF.3 SIZE
MARK WESTERFtfELD;'P:E: Unless toted Othen.Ise
FLORIDA LICENSE No. 48495 OwFN510NS ARE IN INCtLLs.DWG. NO.: 104948 VER: M-D
4 3 2 1