HomeMy WebLinkAboutProduct Approval M lAWDADE MIAMI-DADE COUNTY
Ma 9a PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) r www.miamidade.gov/economy
Amarr Garage Doors �
125 Carriage Court U
Winston-Salem,NC 27105 VPS
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:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up
to 9'-0"Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long, Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed on
06/13/13 by Tomas L.Shelmerdine,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,3800 Greenway Circle,Lawrence,
Kansas,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.
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 revises NOA#15-0505.11 and consists of this page 1 and evidence page E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No 17-1010.03
MIAMI-D DECOUNTYINExpiration Date:September 4,2018
Approval Date:December 14,2017
�e1 Page 1
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Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS "Submitted under NDA#13-0503.06"
1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24
GA) 1000,2000, Short,Long, Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and
sealed on 06/13/13 by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #13-0503.06"
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab, Inc.,
dated 06/11/2013,signed and sealed by David W. Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,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)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R,
dated 04/02/2013,signed and sealed by David W.Johnson,P.E.
4. 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
along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with
Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03P.,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.01"
C. CALCULATIONS "Submitted under NOA#13-0503.06"
I. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013, signed and
sealed by Thomas L. Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and
sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.0111
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
I. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5t�edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tomas L.
Shelmerdine,P.E. 1Ska
1sllaq I.Chanda,P.E.
Product Control Examiner
NOA No 17-1010.03
Expiration Date: Septembe r 4,2018
Approval Date:December 14,2017
E-2
i
i
i
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017(6td Edition) dated 09/11/17,prepared,
signed and sealed by Thomas L. Shelmerdine,P.E.
F. OTHER
1. This NOA revises NOA#15-0505.11, expiring 09/04/18.
lshaq I. Chanda,P.E.
Product Control Examiner
NOA No 17-1010.03
Expiration Date: September 4,2018
Approval Date:December 14,2017
E-2
ADJUSTABLE ROLLER CARRIER
ATTACHED V/(2)IM'x V2' 14GA OLL4ASAFB
80.7.4 MUT PER BRACKET CENTER HINGE ATTACHED 3 OA FLAB BRACKET ATTACHED TO WOOD
VJ(O 114'x 3/4• JAHB
0 HEX HEAD SCREWS 2'THICK 3 GA CONNERCIAL TRACK)Y%1(4)1%4'(20 x SJOATRACK75P410ES AND T0
7d FIXTURE ATTACHED V/ BOLTS AHD RUTS
••• WS
3 5/8'2ZGA R-TRUSS ATTACHED ADJUSTABLE SLIDE—KEYA ACHED
12 GA GALY.COMMERCIAL V/(2)1/4'x 3/4•
TOP ROLLER BRACKET -:.. HEX HEAD SCREWS AT VALI,1J4'z 112'BOLT AND NUTS
ATTACHED V/(4)1/4'x EACH CENTER STILE -::`'�_.:i 2+OA LON EXTERIOR SMl1
3/4'HEX HPEEARD BSCREWS ••R'.' 2'I0 BALL STEEL __ _ _ w/OAKEO OM POLYESTER HMsH
S'HIN STEN ROLLER --
SPLICE TRACKS AT THIS SPLICELOCATION
TYPICAL TCP FIX URES 1 �.• W/((+)MANS
TRACK SPACE BOLTS x NUTS
SEDJAE iO JAYB NIDI(J)0/10•OA X 1-6/B•
H.T.S. 5 ua Rais
SEE(TABLE 2)ON PAGE S FOR
R£COIHEHDED SECTION CONFIGiD(ArIGH TYPICAL DURASAFE CENTER HINGED e � "o iJuar nauEo JAB
. .
2?LA AT EA JAMB BRACKET
R-TRUSS PER SECTION
12 BA.OALV.STEEL
DAUB BRAC E15
T (if R0001D ATTACHED V/(1 i/4'-20
(1 9) N )RAC(SPLs BkT k
STILE STIFFENERS(3) HUT
3 LOLAIED CC HINGE HLE(SI
OV TDP SECTION OYLT F
T THRIX)GH HOLES FOR STRUT END HINGE
ATTACHMENT OF STRUT 14 OA. E
IS REOIURED)
D
6 4 F-IBF—+
EE[TABLE 3)0.V PAGE 3
B D FOR JAHB BRACKET SPACING
C— — — A D TRACK CONFIGURATION FOR O'0•UP TO IV TALL COORS
I P1 3 sm-H X 22 GA t3 Sal
STILE ) _ TYPICAL STILE STIFFENER R-TRUss)GALY.STEEL R-7RUSS PROW7Cf RfYISEO
LOCATION-- SEE TABLE 4 ON PAGE—3A H.T.S. 5 ATTACHED V/(4)1/4'x 3/4'
SEE(TABLE D ON PAGE 3 HEM HEAD SCREWS AT EACH END u Ca3p1y1DIA):ilh lbw FNO91d1
TOR Si1LE PLACDIENT FOR STRUT SPACING STILE AND(2)114'x 3/4'HEX
9'-0•NA% HEAD SCREWS AT EACH CENTER Acceplee a No) ^O O{7?j
INSIILE
DE ELEVA-nON ft*a"°D'(`—sEx°( 20 L%
x.T.S. 5
ADJUSTABLE SLIDE BRACKET 11 GA DGEATTE )2•EOGA STRUT AT
ATTACHED V/t2)1/4-20 x [HD HOLE ATTACHED 770TYOH PANEL
S/B'TRACK SOUS AND NU V/(2)1/4'z 3/4' PIBMAFr��
HEX READ SCREWS
14 OA DURASAr[AJUSTABLE STEEL REAINENM0D JffiVUHD IV I IfSRPDyl ff 13TL9US OAIE 9(
ROLLER CARRIERS ATTACNCD Ttl TW ((2) VS F HR (6\(g
) �.T.
/BOTTOM SEAL ".=opoo�7*F7pryU
3 5/8'P2GA R-TRUSS V/<2) 4GA]NRASAFE V TS[DUALS S 0. ES
1/4'X 3/1'IRK)RAO SCREW ROLLER CARRIERS ATTACHED H r--6'---� In B�17dY11�(aAt A /4)R4OOIW2TD F8I.1�61bkFG1/C181 E6-Il-E6$CIT
HEX
HEADTSCREWS PER CARRIER 4' 0� S TION A—A(SIDE VIEW] T'f0 O / 8 LRMIONCi40 10113/11 IHC
N.T.S.
�30,a MAX SIZE -- \\149T]lt92 ��
9'LONGLS7E STEEL
�f m,i wAmA+Co.11AO 9'x 14' G� �ae�e� SNf(Ap�,t4�1
3 O/B'22GA =-t•=-s"%'-c� y ••` 5,.:.:.....•`F7�I 2u�s
R-TRUSS DESIGN LOAD p :''
ATT C1£D Vi W tv'.w'-..T YT3 SLIDE LOCK ENGAGES 0770 VERnCAL UPTIGNAL VENT DETAIL +6t.T PSF s o� %••1 R
9 TRACK ON BOTH SIDES 5JB'HDI .9. 6 °^��.• �' �.♦ 4
1/+ 3/4•HE -60.3 PSf
ENGAGEHENT(SNAP LATCH,OR LOCK
HEAD SCREWS W OPTIOVN_)ATTACH V/(2)1/4'x LARGE S S LE DD9 g
9M'HET!HEAD SCREWS w9-m��1 .` � •* �!
IMPACT RESISTANT 'h (
TYPICAL DURASAFE ENO HINGE 'D •Q y�'
�1 <) STATS OF
• LARGE MISSIE cC cy0 •,T P,�-.;+ F
BTOP MWIDINO S/16'x 1 S/8'LAG STRUT
ACHED UT IMPACT 'fe�S• O N��:`Cj �� u
3 3/4•HIM. 1YJ fIFABIE SEAL 20 GA.GALY.STCEL QID STILE REV(U PER t2)1/4'%3/4' ftE5l5TANCE g 4:.� s x•••••••�``,� 3
'1 SIDERWN 1� (SUPPLIED BY INSTALLER) ATTACTO HED ODORS$RIM AND<21 JAKE B RACKET HEX HEAD SCREWS E 1111�fU(N{�'lleal�� A'�7
(9)20 GA CERTER STILES TOGtiDC AT THE TOP PND AT END AND CENTER €'^FL 9
ATTACHED WITH k^) BOTiON RAIL STILES _ _
TOG-L-LOC AT THE TOP AMC (1)7/18'DIA. __
RUTTUN RAIL AND A NESIVE 801.7 RELVNER O � (('�
TC INTERIOR FACE PER RC1F11 goolrplYla4 Y.illldK Plalb
10• BOTTOM BRACKET im �J 165 CACR(A"C1X r V)NSTON.ALEN,RC, 27105 VWWIxARLCO(
V IS BALL STEEL 13 6A ATTACN£D MODEL 950 HERITAGE(134 6A)1000,E000
•,r'-' 7'MUI STEN ROLLER V/Ca)114'X 3/1' US MODEL Ofi6 OAK 913113137 E4 OA 1000,.600
-
HEX HEAD SCREWS Mtam SHORYI,IANO,FLUSH,AHD OAK bIM=PANHLS
5/8'H X 22 GA 2'O&A STEEL TRACH
(1)I/4-EO x YO'TRACN <3 S/B'R-TRUSS) TRACK THICKNESS.OB7• B)E (LAIN BY CLI DATE 01/12/0 WASIO NtIIm
SPLICE BUILT ANO NUT PER CONE END, JANe TYPICAL BUTTON BRACKET
JAMB]RACKET TRACK_MOUNTING DETAIL s>P oR�F N'T.s. 4 B aEG®BT ANE oATL mp1/m IRC-9509-180-21
(NO.2 OR OEM) 91D 1 OF 3
SPECIFICATIONS AND NOTES
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS,
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD '
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS CF)
+230.0 LBS/FT Ja —271.4 LBS/FT INTERIOR OF GARAGE
3,DOOR AND HARDIVARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA — MAX.VADTH 0'0` —
4,DOOR SECTIONS SHALL BE 24 GA(.0216)MIN.EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/8"R—TRUSS PER SECTION DESIGN LOADS® SYTOBUCr my1mb
S.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SFE NOTE 2 r c-vv"Wilk We Fb'j ,
ON PAGE 3 -271.4 LBS/FT bowRta k
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED AOetguceN. 11-1010-U3
BY A RECIMED PROFESSICNAL ENGINEER FOR WIND LOADS �s�4�Wp�lE c
•INDICATED ON THIS DRAVANO IN ADDITION TO OTHER LOADINGS.
6. THIS APPROVAL REQUIRES THE MMUFACTURER TO DO TESTING OF ALL ` [•�
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. � Etl
I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PATO BY THE MANUFACTURER. EVERY 3 MONTHS.-4 TIMES A
YEAR,THE MANUFACTURER SHALL MNL TO THIS OFFICE A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PRODUCTREVl7® Pkow(T REVISED
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DACE •Wl TYIIbDCfiOEIb ycomoyins With GIG y"ma
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. YLi1Aiy DobJR-Was C*4
1:5-050S. 18Wnm
ted''6
ey
' MW gadoct RFU RoduelC.eluel
WOOD JAMB ATTACHMENT TO STRUCTURE IV DLSOflmOf lam BAE 18T
2 X 6 VFRTICpI IAMB ATTACHMENT TO V000 CRANE STRi IC711RE A IR1MA10IA2TRFB",1L7Ao&Fr =0341-07 sm
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'O.C.Q 1/2'EHBEDHENT) B MBIORD 210 IO/D/II Dl0
2 X 6 VFRTTCAL JAMB ATTACHMENT TO E000 PCT CONCRETE _
HILTI KWIK BOLT 3/6'X 4'STARTING 6'FR13H ENDS THEN 24'O.C.(2 1/2'EMEDHENT) MA9.X SIZE -- "%01111F181f
HILTI SLEEVE ANCHOR 3/0'X 2-3/4'STARTING 6'FROM ENDS THEN 18'O.C.O V4'ERBEDRENn 1O I'p.
I x/6ANSETIREDHEAD ATTAITLT)31WT TO MOLL NARTIN B6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDRENT) DESIGN LOAD !( `����np �:�SH /2z
SIMPSON 1/4'X 3'71TEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS +611 PSF + mb�\': \G E NSI��,'✓/:9Q 2d
(3'APART)AT B'RC.S7 1/2'EKBEDNEND E a
HILTI 1/4'X E-3/4'KW1K-CON[I+SCREWS STARTING 6'FRN(ENDS,USE PAIRS OF -80.3 PSF I'f =e~�/ O4 ; ;2o ,�
FASTENERS(3'APART)AT 8'RC.Q 1/4'EHBEDHFNT) d �?
2 X 6 VERTICAL JAMB ATTACHMENT 70 GROUTED C-90 BLOCK!2000 PSf TRi OUT) �o p C
z HILTI SLEEVE ANCHOR 3/8'X E-3/4'STARTING 6'FRDN ENDS TM1:N U2'IAC 1 1/4' g %�{•�� � PJ
t & ENBEOHENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) •p� /S)/• STATE OF
kk3 9 LARGE MIS LE_� ���
RAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT o��'•;C� OP,�`a ve C
7 ° r
.PR
OF W000 JAMBS BY OTHERS RESISTANCE j 2O O�� R),.•'
a " I g I ODD CONCRETE ]HOLLOW BLO Ec,�� h�SiONA� `°���, `�
STRUCTURE STRUCTURE STRUCTURE SROUTL'D BLDG va
STRUCTURE
a7.
HIN 9' 167 CARRIAGE COMT VMST@hsALEN,NL 0105 VWAWJaC A
7YZZX6 JAMB MODEL 060 HERITAGE(24((GA)1000,8000
P. 3'H1 SHORT.ODEL 55 OAX O,IT.U6H,NLAIV?4 O)1000,URM 000
AVAILABLE TRACK CONFIGURATIONS '
N.T.S. AMIS
SK 411MV BY 0.I BRIE 07/12/03 OtA1N0 HAAIR" _
8 DEOID BY A4 wu m/n/BI IRA509-180-21
HE2BFI
i
• I
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 1 #4 1 #5 #6 #7 #8 -Panel Typa (Measured from Left Edge)
A B C D E F G H T „. ., Wldtli1st 2st 3rd
'"*'s: .,; i: i. '�rY ::7 - _ ._:•;, -,., �': :Q,. :'h . 1<a 21.x,5,�s __2;1:.•x.$_: �.'ts21.a,. E' (ft) (in) in (in)
13'6" 21 21" 21" 21 21 18 18 21 aK,p;$w ( ) .Ws.. _
":70;0,• ` gi912.
ti:..r
T 6112" 16 37 68 761/2" ,.. - - �-- -- _
y 04-90
24.000 48.000 J72.000
FY°'7.t 6? n 1671 u kit w 5. r+d 1� F<s F/x1 t »fir •3 T*.�.:.. �i1f
121811 21" 18 u 18" 18" 18" 181f 18" 21" 8'i0 Bead 24.625 48,000 71.375
$' 51/2" 18 34' 52 70" 88 1/2
1. I. �?�.,:Ek: .;;P' ._ ryt32x: P>31,.:,7• 4.'3;_6:.r`. ti�9:944�'- ,��3.'i��`tpi;
,,. l ll I/._ 1 r.. "'airy Et: tra1...�(z:<nte',".Z"1:. vF:d G:F,C.. +".4 �'Z-.'G,__.
^l'._ - a 941/21
__;$=.65a;I/2:�r1,�1�':,..� _=:.�tia���s�w;2n`tw;:,r,i,��:s.,�:�,.,..:t..._�" , r n.-,_:...0 u N n 8'2 Long 24.500 49.000 73.600
9' 5112" 13" 31" 49" 67" 85" 1001/2" 11 6' 21" 21 21 18 18 18 21" s''2 Bead 25.126 49.000 72.876
-
- - �Ir�,�s' s: '1:7;' -Na'u. � 1..•,i �.. :t. �Y�t).. �, -.:g1_'-- ,1 $'�' � x�r - - -�,:iw z` -
�,>��,6�;
10' 5 1/2" 16" 37" 58" 76" 94" 1121/2" 10'6" 21" 21" 21" 21" 21" 21" 8`4 Long 26.000 50.000 75.000
.(�"-'�'?` .c'1,.L:•-16"a s•- 4+ c $`i`. :..�I 00 :.� '"r;',w'sYu4�: - `! �'%,0� ... ..� ,e«_:
;1�S' �. '1B..r i; I;-Eggead 25.625 50.000 74.375
- _ ✓,• .:„r.,,cp-5�,+,..5' :8,�1�. �N +��'i' 1'$f
-11'. 5 112" 16" 34" 52" 70" 88" 106" 124 1/2"1 9'6' 21" 18" 18" 18" 18 21" �8�6 :S 4rlftc Kt?s`S1 R:R t i b1�A2'M X,9Zt
8'06 Long 1 25.500 61:000 78.500
c 6 5(1' •: 8 fi 'ity :6"i+xc9. F2:Zt 1s� � �/ tS. .b R � ,e c1 ., r.�. ., $ ? 8
8'.6 Bead 26.126 61.000 76.876
12' 5 112" 16, 37" 58" 79" 100" 118" 136 112" 8'6" 21" 21" 21" •18" 21"
:i '
8':8 Long 26.000 52.000 78.000
16" 37" 58" 76" 94" 112" 130" 148 1/2" T611 18" 18" 18" 18" 18" 8'i8 Bead 26.625 62,000 77.375
-sail y...
- y=:
a$as :47H acs i' 5 7. : -, _a .9
16" 37" 58" 79" 1W' 121" 142" 160 112" 6'6" 21" .18" 18" 21" 8`f10 Long 26,500 63.000 79.500
8'110 Bead 27.125 53.000 78.875
TABLE 3 :Q . ft:.(1 `_ _ 4t1 .., a
DOOR TRACK ATTACHMENT SPLICE 910 Long 27.000 54.000 80.375
9'10 1 Bead 1 27.625 1 54.000 80.375
HEIGHT A B C D E F G H I J K L M N S
.� L {ST rj. si fk"' ,a 1s nY r�Ii: fqS f1�1� 1 sn �' ?�+��:;.�6;a's`:t •� i=t.'t-�• 1 _
.C..•� -:lvp +M..'��;�ra. ._. � :�•:2._W., �..�i:�� �-+:. .. .u°%a._as"i�.3,�>:�%'s.. _Ir.,3L�,t;''�'c j..,:..::._,.., /'RUDUC f 11EY16M
71 3v+" 14" 2711 738" 46" '55611 68" 76" I.cuop{yr.�,h,rl>Y�NN661M1
ml '.E,�-. ,,�,1., $` AF pLa u.te 17^`%•G��� xmsva w.aol umrm eakm3F�o6-n�sM
8' 3" 14" 27" 38" .46'' 56" 68" 78" 88" ( 6 UPA13)Fl,a mo I9/1Inl RtC
w.. ._._...._ _ -zas:,rr;,•. - - Q MAX SIZE
�='-.Aft. , 7.1�• _.ff - - ^�" p{1 1111
.sof � L'� �� �•tr'r�..'=___ Y_ s _'3a�:��__�< �:;;t?'a -��i-. t1
�.K �Rs2r s. $ ;46� _ 6 & a �'_ 1 � . s':t4' o,10 SH °h -
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