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•_. > _ :..__...> _.....__..... _..>Application Data
FL= FL16107-R10
- Application Type Revision
Code Version 2017
.,Application Status Approved rte' RECEIVED
Comments OCT 14 2,08
Archived
Product Manufacturer Clopay Building Products Compa
ST.Lucie County,F(121turlg.
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterFieid@clopay.com
Authorized Signature Scof1t
sha
1
Technical Representative
COPY
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 Scott Hamilton
the 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 : • .... . :...:.:..,::,.:,, ;:ri•:'•;:;.;.::-.: ;,, ':.':...,y ,.
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
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FEC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page Page 1/3 ia7
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior
4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(9'2"to 167"wide)
66G,67,67G,68,SP200,SF200, WINDCODEO W6 Garage Door
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes
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
doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior
4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(97 to 167 wide)
66G,67,67G,68,SP200,SF200, WINDCODE®W6 Garage Door
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:No ' ' i'i ..:I-:" _...
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
requirements of the building code but DO NOT meet the Created by Independent Third Party:No
impact resistant requirement for windborne debris regions.
16107.3 03 W6-16 PAN-2F153:73,75,84A, Steel Pan(min.25 ga.)Double-Car(97'to 16'2"wide)
94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact-
G135.S,_GRSS,ARSS,EDSS Resistant Lites
Li ' se Installation Instructions
'Approved for use in HVHZ:Yes FL16107 R!0.11
i '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 ,:,tis;
doo • optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(lar im act).
16107.4 -Y-'- 04""N16 i6 PAIV 2 1F 53 73,75,84A, Steel Pan(min. 25 ga.)Double-Car(97"to 167'wide)
94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door
GDSS,GR5S,AR5S,EDSS
Limits of Use Installation Instructions
Approved for use in HVHZ:No "' '
.....(•..t is :.:.:.... 1'•:. ui;:r vi;
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 "
requirements of the building code but DO NOT meet the Created by Independent Third Party:No
impact resistant requirement for windborne debris regions.
16107.5 .05 W6-16 PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.)Double-Car(97 to 167'wide)
48,48B,4F,4RST WINDCODE@ W6 Garage Door with Optional Impact-
Resistant Lites
.......,_...........,........,.�a.....-........:,,u-.... ........:......_....�,-r�-.,......w.,.a.-r,�....,,,y. .,-:,:,.,,..�.,:...,m-.,..ay-.rr.>..., �..c..r..._.:;:sa.w-xrrr,<:.-...:.;.:wa..cu �, .c..ua;.<es,_�.it.ar.�.:o-t_s.>..:w,:.:� .vas;e:.,e,r...u.:�•sv,.t..He:n.�..,,u."wo,.c.ei a.Hn-ws,m,��^...;.nawr,x .,.., r.-,.w ..i...rv...-.u.....,.».�:vt..,...st ,-.,.,.,......, si.._ ......:s:.uc,r.�.�r
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS -CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SET• REVISIONS
MODELS 24-GA—1-2-5 GA 25 GA '24 GA MODELS 25 GA 1 OF 4 IREV. NO- ZONE:I E: I£CN N0..APPVD: DESCRIPTION
CLOPAY 84A, 94.-j 73, 75 76, 75L 9B CLOPAY 'GALLERY' 1055, 6955 L 03 — 6/24/13 1 1 SH ADDED LONG PANEL OPTION:
'IDEAL 47L6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLHES 4H, 488 42, 48B -- -- IDEAL 'CA(2RIAGE HOUSE' ED5S ONE STANDARD INTERUEDL'1TE STILE BETWEEN EACH EMBOSS
LOCATIDN. ATTACHED%V/TOG-L—LOC (TCP.& BTM) AND
SHIRT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER).
'CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC-
r- A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR'DETAILS.
OPTIONAL RESISTANT
MAY BE STANDARD OR EXTRA STILES MAY 8E STANDARD (SHORT PANEL) OR
IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL(LONG PANEL). SEE TABLES BELOW,
GLAZING IS APPROVED SEE SECTION 8-8 ON
SHEET TWO FOR DETAILS (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION.
_ INTERMEDIATE SECTION,)
� 1 —
M777
/ VIEIY 'B"(SEE SHEET THREE).
« I
t�LC
"' VIEW "C'(SEE SHEET THREE).
z'x
0
-- ..16 GA'END STILES ATTACHED TO
F0
WroOR SKIN WITH PATENTED -
C ', -. - � � . . TOG-L—LOC SYSTEM (TOP, BOTTOM.&
x• _ CENTER), ATTACHED TO TOP PND'
BOTTOM RAIL WITH PATENTED
TOG=L—LOC SYSTEM.
TWO PRIM LOCKING
INTO TRACK.
LHR TOP BRACKETS L'•— — A OPTIONAL-OUTSIDE KEYED LOCK POSITI0+—INNER 907TOM BRACKET,USED AS
MAX. DOOR WIDTH = I6'-2" (1} 3—IN ROLLER CARRIER (P/N
\ INSIDE ELEVATIONS 01'20394-) USED'WITH 3`'TRACK. SNAP'LATCH ENGAGES
`LOCATION OF OPTIONAL VENTS; TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
q OF ONE SNAP. CATCH'ON SOLE'
DOOR HEIGHT SECTIONS EACH'SIDE OF DOOR.
UP TO 710' 9 'CLASSIC'RAISEO.PA EL EMNSS'000RS 'CARBINOL HDLla'E•RAISED SLIDE'BOLT LOCK
ENGAGES INTO p
B 7'3' TO:W.9,' 5 SHIRT PANEL LOKG.PAM1EL PA/EL EMDOTS:DOORS END B
9'0'.TO I0'6' 6 'w INTERN. A 6 so ;a DE Cc1aL. SFWRT PANEL - STIlE. ONELOCKK ON K. OUTSIDE
10'9' TO 12`.3' 7 moa v1oTH STILES #M.T WIDTH ERR.S17 INTERN.rma ,.>m lxiEak HANDLE. LOCK BAR
tPEP-SEC71M OPER SECTION .(PLR SECTION ODOR i%IOTN SOLES: EACH:SIDE OF OUTSIDE END ENGAGES IN
12'6' TO 14'0' 8 - 9.2.70..990• }. 9.2•TO H•2' 1 2 PER SECTION DOOR, KEYED - .SriLE• TRAGIC ON
74.3' TO 15^9' 9 Ivo-TD a{r a IL+-To w'Io• z 3 -rz•-m{mr a HANDLE - 1 EACH SIDE
16'0' dU 12.0-TO1}•19- �5 lY0'T0.16.2' 3 II.'2"701IF40 WA f OF DOOR.
14'0•TO 1590' 6 SEE-ROTE BELOW REGARDING EXTRA ]26•'7014.6' 3 INSIDE SLIDE BOLT INSIDE HANDLE
HAX SECTIDN HEIGHT]21' Iso•m 96z• T SIRES 0.v LONG PANEL DmaS: 14re^TD I6.2! LOCK OPTION: Ol)T510E KEYED LOCK WITH CW-SIDE KEYED LOCK WITH
EXTRA STILES FOR LONG=PANEL MODELS.
��Ra �4 j��' AOUTO A:1 `COMWERau IN".SOLES REORREG As NOTED ON NM LATCH TCH�LOCK OPTION, LOCK AR L KING.
STH SE 9dWWRaNL CENTR SnLEs ARE ATTAcmm wopwir mwuw•T iE
`�1,�.G0 GEN"AT0-1, E1050N0 RMDENT9L CENTER SPLES CCIMERMIAL CENTER-STILES ARE TkIS DObR 4EE15 OR EIoCEE05 THE DESIGN LOADS FOR THE -
g; S 2 ,� ASTAc{¢Ty l6TIf TOG-L=tOC(TOP R BOLtdq uR p)}/{6-pop pritTS ULTIMATE WIND,SPEEOS LISTED BELOV1 ACCORDING TD THE FLORIDA �.-r '1
OR,(I)de SKEET LIETAL SCREWS, BUILOSIO CODE',OR THE INTERNAT16NAL BUILDING CODE (BASED'ON / J ACTURING-P.RODUCT CODE
No ;83 8 ASCE?-IO)FOR 7HE FOLLDWIRG CONIDr0NS: 1)ENCLOSED
*;• / * SHORT PANEL: P.RN2F153
t�•�' BULDVTG 2)DOC}R FU5 2'of Y.1DrH 0i BGtiOINc'S END ZONE,3) ANC PAA1 PM1-2'Ft55
AHY RODE SLOPE,AND 4)TESTING IN ACCORDANCE WITH DES{ LOAOS +36.0 P.S.F. & —420 P.S.F. PART NO.t N/A
G I6' �" IWSIJDASMA 108.SIrE SP.Ef}FiC CALCULATIONS BY A OVAI:TFIED 7 ORDS +54 O P S P.&..-63' P.S.F.
A 9'. STA E OF rtr DESIGN'PROFESSIONAL MAY DIFFER,
,o: RECEIVED 4A�,,.=<olm oR�.;R Cho a n 45 1✓1NDLOAD RATING
.lo AN'�< OP \�.`,
ULTIMATE VINO TOLERANCES ra _,., pa Ta.Ho:s{Y-77p-4e0o /
SPEED MPHT .155 160 17D •180 195 W 6 D P 3 6 T
�'�SS�ONAt :•�� 00 3 035 Barfly RRdaO anP�r Fox No:sI3 np-4853
iAy Ipt EIa'OSLRE g,C.D E,C. D B,C R.C H .TOO t pps DESCRIPTION: 2'STEEL PAN DOORS IV2..'W(SEE TABLE FOR MODELS)
OCT 2 4 2018 CATEFCRIY DRAWN BY: SH DATE: 11 19,1 SCALE NTs
DD'pD o t.00T / / DING.R
DESIGN ENGINEER= DIgreeS t1/2' CHECKED BY: SH DATE: IT/20/i SHEET 1 OF 4 SIZE L
SCOTT HAMILTON, P.E. KERN'ROOF HCIfiHT 2S' IS' 25' 15' ua-.slave 011rcreifA -
ORI LIC 63286 DmEI,=h5 ARE N mcHES.DWG. ND.:_ 104710-A/B VER: IBC
4 3 2L►�.. DQ PRODUCT APPROVAL 161017
._---------- --___._—__�_.__.-....�_.__._..._.._._.,._..�..,...�,� ---.�.n.�._,-�,�......�,��..,.,rN,.,w . >rs,.�, .�_.,.�:.Y:r:.�.��.�,.,,,,,�,,.,,..��_�n�..-�.�,,w.,u�.r•..,��u��,,.�.r.�-_:.:.�_.:�..,�._ >,.,.im.�__.�....,.,...._.,.-..,..�,�....rxw,�.a. -.,�.�....,.._r�,._.
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DODOS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA 24'GA MODELS 25 GA 2 OF 4 REV. NO, ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
CLDPAY 84A, 94 73, 75 76, 7.SL 96 CLDPAY :GALLERY' GOSS, GR5S 03 - - - SH I SEE,REVISION HISTORY ON SHEET ONE.
IDEAL -4RST 6RSTPRST 4F HOLMES':ARTISTRY' AR5S
HOLI4ES 48, 48B 42, 42B; -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH - SHORT PANEL D
D
IMPACT-RESISTANT CONSTANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING)-OR;D60RS WITH_OPTIONAL IMPACT.RESISTANT GLAZING ARE OPTIONAL DSB OR 1/B"'ACTRIJC LITES'AVAILABLE OPY16NAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION MOLDED;POLYCARBONATE FRONT.'FRAME AND P.LASKOLITE OPTIX OR LUCRE CP APPROVE'CC2 PLASTIC IN ACCORDANCE WITH 18C/FBG
GLAZING IS GE LEXAN SOM432T,AN APPROVED CC2'PLASTIC IN ACCOROANCtiE�,wlTH 2b06.
'IBC/FBC 2606 AND Alf APPROVED'Cl-PLASTID PF ACCORDANCE WITH F80 2612:-^ THE'ENTIRE DODR ASSEMBLY INSTALLED IN COMPLDWCE'WITIN THIS SECTION MEETS THE
THE ENTIRE DOOR.�ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS*.THE WIND,LOAD REQUIREMENTS OF THE FLORIDA BUILDING.CODE OR INTERNATIONAL BUILDING
M914D LOAD REQUIREMENTS OF THE FLORIDA WILDING CODE.AND INTERNATIONAL BUIL'QING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINOBORNE.DEBRIS
CODE AND IS.LARGE-AND SMALL-NISSillr IMPACT'RESISTANT, \� REGIONS (REF. CHAPTER )6 FOC/IDC).
SECTION B—.6 (IMPACT—:RESISTANT GLAZING OPTION I ', SECTION B'—B {NON—IMPACT RESISTANT GLAZING OPTION)
G C
FRONT FRAME,VATH U.V.COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
/ IMPACT-RESISTANT FRAME.
OPRONAL.DECORATIVE em MULTIPURPOSE HIGH BOND TAPE �I
SNAP-IN INSERT. (BETWEEN FRAM AND FACADE). !
DECORATIVE FRONT FACADE. l A
GLAZING
i uJee� .MOLDED INSIDE
-STRUCTURAL SILICONE SEALANT l LITE RETAINER.
OXIWEFJ:STEEL SKIN AND FRAME). fr (10 SC"PAN HEAD SCREW
�� .r (10 SCREWS PER UTE).
IMPACT RESISTANT
ONE-PIECE,INJECTION POLYSTYRENE RETAINER,FASTENED TO FgANE,VATF1,�-•� o
MOWED X: EWI (16) 8g x 3/4"PAN HEAD 1444B NE SCRE��' o SL.824'32T FRONT
FRME...&.,GLAZING. ✓�
IMPACT�RESI.STANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAINING 70471.0-A DRAWING 1`04770-B'
.`GENSF 0�'i'
N Ak'AC7UP.ING PRODUCT�I 53
`*;'• * SHORT PANEL P/W QF753
G P PAM F156
DESIGN.LOADS;-
OADS +.36.0 P S F.. t 42.0 P.S.F. PART NO: N/A
b tl l6 0: TEST'LOADS +54.0 --63.6.P.S.F. - A '
A 9. $TAE OF A UnUsS'SIbtee 01" a _" 85B5 Duke 80ulmrU VINDLOAD RATING
TOLERANCESWO MI!-%,OH45040,LSA
,�Clopay I .N%513-778,.48 W6 D P 3 6 T
',r�ss�N1U E�►�`��,, oD�a t.0D5' DESCRIPTION "STEEL PAN DOORS 1G'2 W (SEE TABLE FOR,MODELS)
DESIGN ENGINEER; o�y C00: ri�2' DRAWN BY: SH DATE: 11/19/7 SCALE:NTS DWG.
CHECKED BY: SH DATE: 11/20/14 SHEET 2'OF 4 ISIZE .L
SCOTT HAMLTON, P.E. Staid
ol116
FLORIDA LICENSE No. 63286 G MEFS*NS:ARE IN NCtEs.DWG. NO.: 104710-A/8 VER: 18C
4 3 2 FLOQODDA PRODUCT "AIPPROVAL 16107
_.._.-....-�....._._:............ ......,....- .».-u,..aru+wo. wvsv.n..u.nw+nwr...wn..a..-n:w irr.+ke+.- ve....r:auv,.ii rn��.-..�tw,s..rw^^....'..s.zuw:%+:m.....un.%r:�":.a.«%F .e_xe.l✓u.w:...iv.:.l'..n :......N U'F.f:I.JN.tal+Y� ._nr.n..:2..'.i..,e,:.a..i.lVl.. - "fi"h.. ws»f V�...t �. L.,..N.X...,Wti...e.,34.d6T...'r...,.:1R:.�.,J'n.+l U..Iti.. ]v k.l.l VfttFB.
4 3 2
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4. REV. NO.1 ZONE: DATE: ECN N0: APPVO: DESCRIPTION
CLOPAY. 94A, 94 173, 751 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - S14 'SEE REVISION MST69Y'ON SHEET ONE.
IDEAL 4RST bR5T 2RST 4F• HOLMES 'ARTISTRY' ARSS
HOLKES 48, 488 142, 42B. -- -- IDEAL 'CARRIAGE HOUSE' £D5S
SHORT LONG FLUSH SHORT PANEL F-2"THICK D
D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 OA.,GALV. STEEL 70P BOILER
(NO LOAD FROM DOOR) ; 25 GA. (0.019" MIN. THICK) BRACKE78 (2-1/2"x 5-3%8"). EACH
1.•ALL THE LOAD FROM THE,DOOR IS TRANSFERRED TO THE TRACK:AND THEN FROM,THE TRACK TO DDS STEEL EXTERIOR SKIN• ��+�_BRACKET ATTACHED W/(4) 0.14x5/8" SHEET
THE 4.6 VERTICAL SYP(GRADE('2:6R,BETTER)JAMBS.,NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, 'METAL SCREWS. ADJUSTABLE,SLIDE ATTACHED
TRANSFERRED TO IME HORIZONTAL(TOP.)JAMB. BAKED-6N PRIMER AND A
2.EACH VERTICAL JAMB SEES A MAXIMUM-DESIGN LOAD OF+288 LB&-336 LB.PER,LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1=/4"xi/2' BOLTS
S. AALL JAMB.FT OfMB.LL MAY BE(BUI ARE NOT REOUIRED TO BE)COUNTERSUNK TO PROVIDE-A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN.
TYPE 4. A 1/3 STRESS 114CRIASEFOR WIND LOAD WAS Idl USED IN THE.OALCUUTION-OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND IAASONRY.
MAX.O.C:
SHIP
C JOINTS 14 GAL MIN.GALV.-ROLLER HINGE. EACH
p �-��HINGE FASTENED TO END STIIF9 W%(4)
2:6 VERTICAL JAMB #1'4X5/8" SHEET METAL AND (2)
1/4'X3/_4" SELF TAPPING SCREWS. SEE
4"— VIEW "B.
4-
L ONE 4' T STRTJT PER SECTION. (SEE VIEW
2x6 JAMB TOSUPPORTING STRUCTURE.ATTACHMENT, VIS "D") EACH'T-STRUT ATTACHED LOCATIOM WITH TAPER STRUT1/4',
. x3/4"SELF EACH
��HINGE (2)
(k07 TO BE USED-FOP ATTACHMENT OF TRACK ANGLE i0 2x6'VERT1ChL'JAMB5_OR SUPPORTING SR1l�iURE) 4" TALL TAPPING SCREWS.
MAXIMUM 0,051 MIN. CALV. STEEL,
ON-.CENTER 50 KSI. MIN.
+-� DISTANCE STEEL
BUILDING TYPE' FASTENER TYPE `.FASTEN
ETYENERS REOUHIRED?
BLOCK WA 'i 4-i'1- - L9N.:MBEG TAPOON CONCRETE AN i''O.D.
OO
3D :FSI NM..CONCRETE 1-/4w MI
x 1 ' N.EMBED,TAPCON CONCRETE ANCHOR. 6-1 4, 1-0:0:
B2DOO M MIN, N 3/8-X 3.4"MIN.EMBED J-IT ANKR TRE SLEEVE-ANCHOR - '
4 7 - 4" M A R'' SAA U D
W055 SG)172-w.Y LAG 1-5137 ELIDED INTO STRUCTURE .0.
FiRST_(807IF(LI),.ANCHOR STARTING AP,NO MORE THAN HALF OF THE M MAXIMUM ON-CENTER DISTANCE RICH ,R.INSTALLED _
AT LEAST AS T4GH-AS 1HE.DGOROPENING.
CL6PAY'DOES NOT-SU �..
PPLf-JM6-A#ACF9,I,EHT FASTENERS. ^"• .12 GA.'MIN. GAIN. STEEL BOTTOM BRACKET
MINIMUM DISTANCE BETWEEN CENTER-OF ANCHOR-_A_Nb TME-Or-CONCRETE BLOCK =%2'i,-EXCLUDING STUCCO THICKNESS. ATTACHED WITH,(2)STEEL
SHEET BRACKET
SCREWS.
ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
#14X5/8" SHEET METAL SCREWS SEGTION A-A (SIDE VIEW)
5 .
0
'• NO 6 ANUFACTURING PRODUCT CODE
SHORT PANEL PAN.2F153
0 LONG PAWL PAN-2F156
1/4'X3/4" SELF DESIGN LOADS: +36,D PS.F. do -42.0 P..SIF. PART N0. N/A
•OS aS TARRING.SCREWS. E LOADS +54.0 P:S.E h -63 CI P.S.F. A
Umw'S"pd olh.,W: ��`O___V SM.Wwe Boukvom WIUOLOAD RATING
14 CA. END HINGES, '18 f.A. (MIN.) INTERMEDIATE HINGE m' i pays C OH�40�
TSI ERANCE5 ae W6 D P 3 6 T
MEW W" Td xw 513-Tm-4853
. .o- 1.331 e:�Oroa;,lts. Fox No.513-T70-4853
QO= #.015 DESCRIPTION: 2'STEEL PAN DOORS 16'2'W'(SEE TABLE FOR MODELS)
.000= 3.005
.OD00 1.001 DRAWN. BY: SH DATE:.11/19/1._SCALE: NTS .. DW.G,R
DESIGN ENGINEER: Degrees 11/2' CHECKED BY: SH DATE: 11/2D/i SHEET'3 OF 4 SIZE 1�
SCOTT HAMILTON. P.E. Ud...Staled 01M.I»ue
FLORIDA LICENSE No. 63286 CsEEl610NS:ARE u1 INCYRs.DWG.NOI.T 104710-A/B VER:IBC
4 13 2 FLOROMA. PRODUCT aPPHOWAL 16107
..a.,�,:���..,.:„v>.::,.r�...�_�M�w."..H.,,�,,,:��.�,.....<�.�.x�,,,.,��-<.<�..s..:�=n.�.7 .4��r,. �.<�,u.,.,�,ur.,�:,�r�,:�_.:_,:� ..�.n�r�,-I:,�.���_:��,:.,w�•�,u>.-<,:•,��,,,.���_M,.�_._.,A>:.Y,.�.�_t�..::�_�W��,ww,��.���.�..�,.. �:w,,�.�,: , �.��.M��, ,,,:,.,,,w,.,.:�.,,�s..,� „"�..�,�. :........,,�.,,.u:,,,,.w.4:._.
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS; `CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS
MODELS 24'GA 25 GA 25 GA 24 GA MODELS 25 GA `� OF 4 REV. NO. ZONE: DATE: ECN NO.,APPVD:;I DESCRIPTION
CLOPAY 84A, 94 73, 75 7,6, 75L 98 CLDPAY 'GALLERY' GI15S, GR5S 0.3 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HpLMES 'ARTISTRY' A055 ,
HOLMES 48, 49B 42-. .42B -- IDEAL 'CARRIAGE HOUSE' E115S
SHORT LONG FLUSHSHORT PANEL D
D ~HOMZONTa TRACK SUPPORT BY
DOOR ols7 LER(TO SUIT).
NQM TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM. - -- JAMB CONFIGURATION
DOOR OPENING.DOES*NOT AFFECT THE DOOR. N DOIIRS UP TO 800 LBS.
}VMD LOAD RATING OF THIS.DOOR. HEIGHT 'L"'
13 CA MV.STEEL FLAG BRACKET ATTACHED TO V--, -'1 1'DOOR OVERLAP(EACH SIDE) STOP w0UL01NC.BY DOOR IxS1ALLER.(TO SUIT).
JAMB WITH(3)5/f6"X 1-5/8'LAG SCREWS -• " T
HND-TO TRACK WITH(2) 1/4'QTS. - '2x6 SYP WOOD JAMB,SEEGA,LV..5.LEL END STILE.
'JAI•IB PREPARATION'NOW. 18 CA GIV:Y.STEEL DOUBLE END STILE.
8'-0' _ /r
2" TRACK CONFIGURATION S. G0..MIN.GALV.STEEL INTERIJI.STILE
DOORS IIP TO 800 LBS. W AS ROD:SPACING NTE Ta'OC. 8J_ 4 18 Gil GALV. STEEL INTER-
9'-6" 2-1/2"X 12 GA GALV, STEEL HINGE FASTENED TO CENTER
p TRACK BRACKETS MIEN .70, '
10-0 STILE W/(4).EACH.#74.5/8.
g 63" 2'GALE:STEEL TRACK, 10'-.6 1 WOOD JAU8S;WITH 5/6'-X 1-5/8' - SHEET METAL SCREWS,
TRACK-THICKNESS 0.083. LAG SCREWS NOT.-TO.EXCEED 14'
1 t'-
1_ ON-CENTER:WIN..OF(B)CAG 7/,76' UROUND
SCREWS REOURED PER JW PUSH NUT
w Z` 7 '.1 2'GALV.STEEL TRACK FASTENED'TO.
FASTENER.
_ 38` - TVP. 2-1/2"1f.12,-cA QALY. 1 - - 12 GA CAW STEEL TRACK BRACKETS 14 GA.GALV.STEEL ROLLER.HINCES.FASTENED TO END STILES W/(4)EACH#ta-i/8"
C z STEEL TRACK;1iRACl(E75, 13 fi"7 WITH EITHER.f2) 1/A"DIA_RIVETS OR SHEET ULTAL.SCREP/S AND(2) 1/4"SELF"TAPPING SCREFI5 PER END HINGE C
3. ATTACHED TO IAMB WITH.(1) 4'- (1) 1/4"X 5/8'BOLT&.NUT PER
o 24' @/16'X.1-5/8``tPG SCREW PER 74'= ' TRK��• 2'DIA,7-1/2"LONG STEM,AO BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
�TBACK'BlIACKET.'
15 '6'17
._..-. 1O. ,. C C ION O-.
LkR BRACKET(2-1/2'a 5-3/4"Y 11GA)
PREPARATION OF JAMBS BY OTHERS ATTACHED W17H(2) 1/4"•3[4'SELF TAOPING
SCREWS.NOTE TILAT LHR BRACKETS.HTEALSO
USED WITH',DOUBLE END STILE-AS SHOWN IN
2ONE-8-3 6iEET 1.
3"TRACK CONFIGURATION NOTE•TRACK CONFIGURATION ABOVE THE ,
DOOR OPENING DOES NOT AFFECT SHE JAMB CONFIGURATION DOUBLE TRACK
DOORS'800 LBS AND OVe'R. WIND LOAD RATING OF THIS-DOOR. � I Ovl HEH)ROOw OPTION
CENTER HANG REQUIRED FOR DOORS"80O LBS AND.OVER: (AVAIL FOR.BOTH 2 AND 3-TRACK)
DCOTTS,OVER 8'HIGH.
LE HORIZONTAL
,. I"DOOR OVERLAP(EACH SIDE) TRACK,
(O sun
B 3"CALV T. RED STEEL TRACK ANb ANGLE.TRACH 2K6.SYP 1V000,PUB.SEE STOP MOULD➢vG BY DOOR INSTALLER, T ). B
TJ •°PE 'JAMB PREPARATION NOTE-. _ .t6'GA CALV.STEEL'EI�511LE.
"Ti11CKNE55:O.LOI ANOLE THILOLNE'S5.0080 HORIZONTAL TRACK 18 GA CALM.STEEL DOUBLE END row. _
MIN.AHCLE,DI,UEN510NS 3-1/4 2-7/e SUPPORT BY'DOOR 20 GA NTN.GFLV STEEL 1HTERw:STILE.
VERTICAL/HORIZONTAL.TRACK} i4;MAXDOU SPATTING INSTALLER(TO SUIT). _ �-� � H t'.t GALE�STEEL NEER.
JUNCTION.•TWO NTA'BOLT$ FROM.LAST MOUNTING'- 3-1/4 x 2-7%8'WN;s 0.080'tAPEREb� HINGE FASTENED TO CENTER
de'NUTS FOR EACH TRACK, AOT'TO.TRACK JUNCTION ANGLE. SEE lAf:BOLT AtO11NiLEG BELOW_, StILE Yf/(4)EACH#74x5/8"
7/16"' LIND ':$BEET'1JETAL SCREWS.
_ PUSH'NIIT
¢ ADDITIONAL MOUNTING SLOTS. FASTENER.
o SPACED AT 12'CENTERS. I4 GA.PAW. STEEL ROLLER NLVGES FASTENED TO END -
0 0.101"THICKi 3"GAIN STEEL-7RACK FASTENED.
IA
tT M� 10 tIy�� 11 12"ON CENTER TAPERED TAPERED ANGLE.ANGLE WLTH ONE 1�%4KiaS/8 C�0 T& EACH jz4.6/8"SHEET METAL SCREWS
ANDSTILE(2)1/4�SF.LF TAPPING!kREWS PER END HINGE.
.+. 14UT'AT EACH UQUNrIN SLOr.
yG O,y!��I _ 46' 3'CIA,B=1/2'LONG STEM BALL,BEARING STEEL ROLLER
ND 2 o SECTION c-c A,EUFACTURING P90MET CODE
NE.Y'TRAGIC BOLT AND MIT AT EACH .PREPARATION OF JAMBS BY OTHERS SHORT PANEL. PAW-21153
34' NO PAN PAN-2F155
�.+ NOUNITING$LOT LOGAtm.
83420
PART'NO.: N/?FGL + 6: 0 PPFS£TLOA05 454 0PS F &
A
EGHCCEOSloted Olhv.:m 8565 Duk800 UTNBLw RATINGpaN22' HT TRACK LENGTH TOLERANCES MeCCtaTOH 45ND
d
5 3,770-;BOD l�/Ea• D P 3
ONE LAG
O t,03T Bddn9 df fa pan/ Fa:Na.5�3;A0-4853
�ONA.��� 10- lu_ is DISTANCES A$THE/RACK(SOREJOLft(LEP 3ED A HE Z E 34'. -COO.-
tAbS OESCL�IPIION; 2"STEEL PAfd DOOkS 16&211_CSEE.TASLE FOR.IDDELS)
as-o 3 46'. ETC,_ ADDITIONAL LAG SCREWS LOCATED AT I6'.28;.& dtiOO x.001 DRAWN BY. S14 DATE': 11/16/i2 SCALE: NTS DMC.R
3-1/2 9 CHECKED BY: SH DATE: 1.1/20/12 SHEET 4 OF 4.SIZE t)
DESIGN ENGINEER: - 40'FROM Borrow. rno v+c scRtvJs Also LOCATED ABOVE � .ees= #1/2'
SCOTT 11AULLTON,
P.E. -- -16-0 180 VERTICAL/HORIZO14TAL TRACK (UNCTION. iA4Aa Sloled OUurve - .
RI LICENS No 63286 IMVEILSIONS.PIE w Np+Es.DWG. NO:, t047t0-A/B VER: IBC
4 3 2 FLOG RMA p ODUC T QpPC�OdQ� 16107