HomeMy WebLinkAboutProduct Approval MIAMI-DARE MIAMI-DADE COUNI`Y
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) .miamidade.¢ov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
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
"-
g g
16-0 Wide(DP+45.8,-49.3 PS)(')
APPROVAL DOCUMENT:Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long,Flush and-Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed 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#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0505.13
=MIMAMI&ADE COUNTY Expiration Date:September 4,2018
f 15 Approval Date:July 16,2015
O,1 Jap 1�(1 Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted tinder NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets 1through 3 of 3; dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #13-OSO3.08"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B 117,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.
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)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.ATINC 0205.01-131;,
dated 04/02/2013 and 06/13/2013,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
along with marked-up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage
with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.03"
C. CALCULATIONS "Submitted under NOA #13-0503.08"
1. 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 02/09/2012,signed and
sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.03"
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 the 51 edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealedW-011
Shelmerdine,P.E. d ?ArS
arlos M.Utrera,P.E.
Produet Control Examiner
NOA No 15-0505.13
Expiration Date: September 4,2018
Approval Date: July 16,2015
E-1
ALBI4TABNE ROLLER CARMER
ATTACHED V/CE)1/41 x I/O' 14GA DU ASAFE
• e HOLT L NUT PER BRACKET Q CENTER HUGE ATTACHED �FLAG LRACI�T ATTACHED 70 WOOD
HW/�(4�D4•-xx 5 V/(D 3/16 DIA X 1-5/0•LAG BOLTS AND TO
TRACK V/(4)1/41-BO x 5/6 TRACK SPLICE
I-THICK 3 GA CONNERCM TOP ATTACHED CHED V/ DILTS 1V7D NUTS
3 5/0•E2W R-TRUSS ATTACHED (4)1/41 x SATr HEC(HEAD SCREWS
13 GA BALM fdBOtCW. V/�1/4r x 5/B• VAS����BRAATTACHED
SS
IE7K HEAD SCREWS AT
ATTACHED W/NV/(4) -. EACH CENTER STnX . 24 OA laN EXTERIOR 90N
5/0•TER HEAD SCREWS P.O HALL STEE. /RAKED ON POLYESTER FINISH
PER HRACET ."_ 5•S�ROLLER SFU TRACKS AT CHIS LOCATION
TYPICAL TDP FIXTURES 1 r/(�aE)1 a•-�TRACK SPUCE Bars t NUTS
gW1CI am RiH(�e/IHf'CM X 1-5/d
N.T.S.
LAG T)aTs
R St:L�'fID(P( 7DDJ A AM 3 FOR 5 TYPICAL DURASAFE CENTER HDiGE 2 CDP= TAO BOLT ArnuC ED%Am
AT EA.JAI®BRACKET
R-TRUSS
PER SE'CTID( 12 OA.OALV.STEEL
1 STILE STIFFENERS(3f D �W/,(1)1/4-W
(iT) LOCATED IN HEIGE H OLE(9 TRACK MICE BOLT t NUT
ON TOP SECTM ONLY N
2 FOES MEN STRUT
IS REIRENT OF STRUT
O REDDIEDI {@lic
71iRH 14�TiA C
p D
4 ( A
N c
OBABE S) ,, PAGE 3
.IAO>tt110ET SPACING
B `_TYPICAL STILE STIFFENER,C TRACK ODNFIGU RA71ON FOR 5'B'UP TO 10 TALL DOORS
1.4 A N.T.S `� 3 5/011 X B2 W O5/B'
STRE
Ulm TIDI' A A�iT11C1ED TRUM vi CASLY�5/ B•
TRUSS
SEE TAT 1 PAGE 3 SKS(TAXLE D ON PAM 3 NEX LEAD SCREWS AT EACH END
FOR STELE PLAPLACEMENTFOL STRUT SPACING SIDE AND(D L41 x 5/0•HEX
q-0r MAXHEAD SCREWS AT FAO.CENTER
INSIDE ELEVATION
N.TS ADJUSTABLE SLIDE BRACKET 14 GA DURASNE
ATTACHED V/O9 1/4E0 x ElID ImIE ATT1SA' BUTTONSTRUT
AT
C BDGA.STRUT SIM TRACK BOLTS AND N!f V/®1/4•K 9/B•
tl0
ATTACHED
XD5/0/ HEX HEAD SCREWS
1.4 GA DUtASAFE AJ)STABLE
HEX HEAD SCREWS ROLLER CARRIERS ATTACHED TO .STEEL RETAINER 101 MW Oi IF WW DATE
AT END AND CENTER 3 5/8•eEGA R-TRUSS W/(b 4GA BRASAFE W/BUTTON SEAL
SIDES - 1/4 X 5/0 HEK HEAD TOEND�ATTACHED
5/0• A A MMlD==MHL0&F0®W-"901
B
HEX FEAR STREWS PER CNRRIIR SECTION A-A (SIDE VIEW) B 889AIDD8EtiRAIXOIii1E m 5/I/Yt RA
Ll
N.T.S.
o - 7 LOW 10 STEM .LER LL STEELMAX SIZE
Ooh 3 5/0r ECA B'x
USS
>'•O xu STEEL O CiA3OrrCKA,T ATTACED DRACKET v/� SLnE I=ENGAGES INTO VERTMAL�H T CK D®(s(L P.�..0 F 44% II
5'STEM ROLLER V/Cl)L4•X 5/B• L4•x MAY FEJT LOICK
SIDES 5Ar MIN +51.1 PSF
IE1K FETID SCREWS LEAD SCREWS ENGAGEMENT COW BAR OPTOBU UATTACH V/0)1/4•x -60.3 PSF f
�\ 3/49EX HEAD SCREWS
TYPICAL BOTTOM HRACIgT�1 4^.*"*
/THOMAS L.SHELMEROINE�
NLS 3 LARGE- MISSLE 185829
TYPICAL DURASAFE END HINGE %*"*K""""""""'....i.•..
gTgp IMPACT RESISTANT IARS MISSILE '((���' /CENSE•'���=
3 3/41 HON. r/FTt70B1E•iOEAL o GA.GA V.SEE KEN L� IMPACT
S1DF7✓1nN I` OMPIDD BY NSTAIEN) TO D00(S SKIN AUD CE)
(3/BD GA CURTER STIES T.-IAC AT T)E B AHED
ATTACHED WITH CE BUTTON RAIL �Vx I�LAG
TD6i.-LOC AT THE TO'AND (,7/15'OIA
BUTTON RAIL AND ADHESIVE T RETAINER
TO I(TD ADHESIVE PER ROLLER
'�BRACKET THE METHOD OF TESTING WAS IN SUBSTANTIAL
CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM
E330 AND DASMA 108. THE PRESSURES SHOWN ON THE
DRAWINGS WERE CALCULATED USING ASCE 7-98/02/05 HATH 10 CARRIAGE COURT WDOICFSALLII.NRC, 07105K VVVAKA%=
THE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN YODEL 950 HIMAGE(24 TLA)10001 ¢000
THE END ZONE, ROOF AT ANY SLOPE. AND 1=1.0): YODEL 655 CIAZ BWOB!!(24 0A) 1000,2000
s/em x PE GA 7 CALM SIM TRACK WIND SPEED MPH 180183 155 148 142 SHOHY,LONG.PLASH,AND OAK SUMM PANELS5/0
CD v4-M x 5/01TRACK C3 •R-TPoI TRACK TNKCOUSS.OBS' EXPOSURE LEVEL B C C I D I D smi mm BT W 010 wvw mmmm
SPLICE�T AND�T PER CONT. MEAN ROOF HEIGHT 30' 15' 25' 15' 25'
JANR BRACKET TRACK MOUNTING DETAIL sw OR� B 0®8r AHE m mp4jw IRC-9509-1 D—
(Na 2 tR EETIFN)
N.TA 80M THDIAA L SIE F PE LE.Via.10I!'i10 M7 1 IF 3
WOOD JAMB ATTACHMENT TO STRUCTURE
a X 6 VERTI MANE ATTAR TD VO® AMIC M CT RE
5/16'%3'LAG SCREWS STARTING 6•FRGM F1mS THEN 20•DC.O L2'E)®EDMEIRT)
a x 6 VERaTIG JANE ATTACHMENT TG 2aDD PS2 CGNCiETE
IflI.TI B&T 3/8'X 4'STARTBRG 6•FROM ENDS THEN 24.=(2 1/2'EMBEDMENT)
HD_TI SLEEVE ANCF132 3/B'X 2-3/4•STARTING 6'FROM ENDS THEN 18'66 u 1/4'EMBEDMENT)
ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 41 STARrM 6'FROM ENDS THEN 24.O.C.(2 L2•EMHEDMEI(T)
a X 6 VERTTC��J0.M,a ATTAC�NT YG H= 0-90 IV OCK
SIMPSON 1/4'X 3'TITEN SCREWS STARTlw 6'FROM ENDS,USE PAIRS OF FASTENERS
C3'APART)AT 8.O.C.(1 1/2'EMBEDMENT)
HILTI 1/4'X 2-3/4'KWIK-CDN U"
SCREWS STARTING 6'FROM ENDS,USE PAIRS DF
FASTENERS(3'APART)AT E'=Cl 1/4•EMBEDMENT)
a 2 X 6 VM7MTIC�M JAMB ATTACHMENT TG EEOUTM1M G-90 BLocX 200E PST GMDLM()
IiO.TI SLEEVE ANCFDB2 3/8'X 2-3/4'STARTING 6•F'R<al ENDS THEN 22'6C.O L4'
ENBEDIOM COR,USE FASTENERRS FOR R®J.OW 0-n BLETCIO
KLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
DPREPARATION iff WOOD JAMBS BY OTHERS
CONCRETE HOLLOW B GROUTED B
STRUCTURE STRUCTURE S1T�TURE S71tUCTURE
f---� F•-
1/2'MIN ��2-3/4'!@7 1-1/2'!ON 4'
S JAMB
INTERIOR OF GARAGE
MAX WIDTH B'0'
REV DESDM ff MW DATE
DESIGNLOADSIti 11 11 111TI A ARpWlD=F9GMM0&FGIN®W/II/iN=
+271.4 LBS/LOS/FT FT
-271.4 SEE NOTE 2 B 1 TDD SIM DW 1 WM MlI MOOS I 5/1/11I OR
MAX SIZE
V X 14'
DESIGN LOADS
OF. \g\sa ... ..+5as
ll
s SPECIFICATIONS AND NOTES . • ��� {.djU12
/
mg � 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. THOMAS LSHELMERDINE.........................:....�
a FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
(/ ,p: 85829
= THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
E = TRANSFERRED FROM THE DOOR. :�/CENSE:�i
j = 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: 1T .
+230.0 LBS/FT k -271.4 LBS/FT \\�"`SSIONAI EAG
3.DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA. (.024)MIN.DaERIOR SION
ROLLED FORMED, W/BAKED ON POLYESTER FINISH y��+
5. DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. I
USE(1)3 5/B'R-TRUSS PER SECTION
Li u LA 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 10 GARKNE CUM WD6I7FS&M NC =0 WWVAMAfd((TJM
ON PAGE 3 MODEL 950=RAGE(24 GU 1000,2000
AVAILABLE TRACK CONFIGURATIONS 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED YODEL 065 OAK BOYIBT' (24 Ol) 1000,2000
N.T.S BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS BBOET,LONG,DLIIBE,AND OAK 801061!PM,11II&
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. SRI DROIT BY W DATE W/Op MAW an
B I awe BY AAE DATE m/H/w IRC-9509-180-21
BQM MM L WON PE IX 16 MONI SIM 2 OF 3
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTSSection Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP (Measured from Left Edge)
HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 -------� Panel Type
A B C D E F G H T Width 1st 2st 3rd
' 21 21" 21-'.' .21" 21° :'21" '21" 21"
616 5::1/2 16 34 52 r 701/2;; �� 1. (ft) (in) (in) fn)
7 5 v2' 16' 37' s8 76 112° 13 6' 21 21 21 21 21 18 18 21" Y&'OL,;� short 24.812 ��4s:o0o , 71188 _
13''0' : 21" 21' -21_'. ;18" 18",�x:18" �18"; 21 8'10 Long 24.000 48.000 72.000
RT615i1/2, 93'_� 31'°�486T' �' 82111/2';' 12.611 21'• ��
8 51/2' 16" 34" 52 70" 881/2 18 18 18 18 18 18 21 81,0 Bead 24.625 48.000 71.375
12'0 21" 21" '21" 21" '-21"' 18 21 8'2 Short:< ,.24;316.; 49.000 73.684,r
8'6"- 51/2,'"16" 3T'.''.58` 76'.' 84"1/2" B'j2 Long 24.500 49.000 73.500
9' 5 1/Z' 13" 31" 49" 6T' 85" 100 1/2" 11'6" 21" 21"1 21" 18" 18" 18' 21" 8'12 Bead 25.125 49.000 72.875
21" 18' X18". 18" 18"�X18" 21 s.a shorn.,-: ,'24-.§W . .:60.000_
75420
10' 5 1/2' 16' 37" 58" 76' 94" 112 1/2' 10'6" 21 If 21" 21" 21" 21" 21" 914 Long 25.000 50.000 75.000
1�0'6';6 5'112 ,,16', 37 x_58.. .75-�=100 11811/2" 10'10. 2.1"h 21:":�,21 . ,18" >.18 "�21";�: 8'14 Bead 25.625 50.000 74.375
11' 51/2' 16' 34" 52" 70" 88" 106" 1241/2' 9'6" 21" 18" 18" 18" 18" 21" ;'
Short- : 26:029'": 1:000 75.971
11'6' 51/2 16': 37",. 58" A" 94" 112 w; 130:111211 9,0 18" .18" 18". 18" '18'` 18 88-16 Long 25.500 51.000 75.500
16 Bead 26.125 51.000 75 875
12' 5 1/2' 16' 37" 58" 79 100" 118" 136 1/2' 8-6" 21" 21" 21" 18" 21" 8 8'_ :_Short r" ,26;659, 52:000 -',,7
726, 5',112, 16'< 34 ,52 70', 88".106 „124 142=112`- 8'A" 21';'11„18"<':.18"- .18'= 21;=F 8'18 Long 26.000 52.000 78.000
13' 5 1/2' 16' 37" 58" 76' 94" 112" 130" 148 1/2" 7'6" 18" 18" 18" 18" 18" 8'18 Bead 25.625 52.000 77.375
°:13,6 5;,1/2.';-16' 37t:` .58. 79;. 100'.` 118' 136" 154:1/2'< 7�;0" 21"" :21 ':21"' 21'.': 8'10 ::,Short,--7- 27.834 ,.
14' 5 1/2" 16' 3T' 58" 79" 100" 121" 142" 160 1/2' 6'6" 21" 18" 18" 21" 9110 Long 26.500 53.000 79.500
TABLE 3 8'110 Bead 27.125 53.000 78,875
_0.0short;;° 27.596 :-54.000 ' <,:80 49
DOOR TRACK ATTACHMENT SPLICE 9'io Long 27.000 54.000 81.000
HEIGHT ATB C D E F G H I J K L M N S 9'io Bead 27.625 54.000,777 80.375
�, it rra 11 W. 11 it 11 11 ,
6 6. 3 14 27„ :38: 46 56 i;64 .70
_,. w
7' 3" 14" 27" 38" 46" 56" 68" 76"
1#11 I EQF001 OF W&W I 611E
7r 611 3" 14" 27" 3$". X1111 `68 78�� r.: 82",
A Aa AMIDWRGMmeIVOM m/N/M ea
,-
$r 311 14!1 27" 3811 4611 56111 68" 7811 88" a Im2mmukwammam 5/1/12 JU
$r b+11 3111 14" 27�r err `46"". 56";'68": 78", 88".;; _ 94"-` MAX
g14
,,....
9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" °±�'LOAD
PSF �It OF Tg111
80.3 PSF P..........€
1 n 1i n " rt' n " n; " "- "
_'y9 6, 3 1;4 27 38 46 56 68, '78, 88 98 k'" 106" (� {.�p1z
r - a " n '1,. „ -. .". :n n n u .. 11 ..................
10 3 14 27 38 46 56 6$ 7$ 88 100 112 /THOMAS L.SHELMERDINE
/... ./irt4..
. .........
..ac$
11' 311 1411 27" 38x1 46" 56' 6811 7811 8811 100" 110" 1.2411. t1;%SS'ENS,. .
:.:'1.11 611 311 ;.14"1 271. 38" ,4611 r1 11 11 1r_ 11 � 1r r1
� ONAI.��
78; 88: 100 , 110 120
12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136"
w56" 68" 78" 88": 100 1`09" 122" 132" _ 142". 2ks
{.
13' 3" 14" 27 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" ie' W'"r"°"'"''SMS"'"` ff="`""'"SM
ArO M NO H�I1TAGE(24 GAJ 1;000, WOO
'11411:.27[1 38". 4WI 5611 x 6811 '78" 88" 100",,109" 1`22! 13411 144!,, 154"k `' SHORT.LONG OAK AM oil'sum's PANUS
14' 3' 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" � MM er e1 pA1E WAS mw
B =Mw ME WE mM/02 IRC-mmm-180-21
ALL TRACK ATTACHMENT SPACING+/-r ALLOWED WITH SYP OR SPF NO.2 OR BETTER
FA7M 11DIA5 L SWEDE PE It 16 UDRmlY 91ET 3 ff 3
MIAMI•DADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
ER
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) w►vw.minmidade.�ov/economy
_Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
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 Ithrough 3 of 3,dated•
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed 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#13-0503.06 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0505.11
MIAMI•DADB COUNTY Expiration Date:September 4,2018
Approval Date: July 16,2015
L61F Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#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 )through 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA#13-0503.06"
1. Addendum to.Test Report No.ATLNC 0129.01-1311,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 B 117,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 95 OD Heritage with
Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R, dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.01"
C. CALCULATIONS "Submitter)under NOA#13-0503.06"
1. 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#08-0718.01"
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 the 51h edition(2014)FBC and no financial interest
issued by Structural Solutions,PA., dated 04/08/2015,signed and seated by Tomas L.
Shelmerdine,P.E.
Ar
a7 09 pis
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4,2018
Approval Date:July 16,2015
E-1
E'10 BALL
7'16 GA END CAP BD41ND STEEL HURRICANE 14GA DURASAFC
TOP FIXTURES ROLLER V/3'MIN STEM CENTER HINGE ATTACHED
V/(4)1/4'x 3/4' 2'TH1 12 CA COMMERCIAL JAMB FLAG BRACKET ATTACHED TO WOOD
F40I HEAD SCREWS FI%NRE ATTACHED V/ y/(3)S/Ifi DIA%I-9/8'LAG BOLTS AND TO
7.16 GA END CAP BEHIND i;. (4)1/4'x 3/4•HEX HEAD TRACK V/(4)v4'-20 x 5/8 TRACK SPLICE
ADJUSTABLE ROLLER CARRIER SCREWS ADJUSTABLE SLIDE
ATTACHED V/(2)t/4'x t/2' TOP AND BOTTOM FIXTURES ,:,4,k BRACKET ATTACHED V/(2) BOLTS AND NUTS
12 GA GALV.COMMERCIAL BOLT L NUT PER BRACKET -',a::�.s: ;a: 1/4'x l/2'BOLT AND NUTS
TOP ROLLER BRACKET - ,
ATTACHED V/C4)v4'x 5 I/2'18GA R-TRUSS ATTACHED
3/4'HEX HEAD SOREVS V/(2)1/4'x 3/4' ` C''I
PER]]RACKET HEX HEAD SCREWS AT (.
EACH CENTER STILE <'='�'/-^�. Z4 CA MN EXTERIOR
1.*iia •/BAI(m ON POLYESTER FINISH _ _ SPLICE TRACKS AT THIS LOCATION
W/(4)1/4'-20 TRACK SPLICE BOLTS&NUTS
TYPICAL TDP FIXTURES 1 ua Bars�B x1TH(3)5/16'DIA
N.T.S.
cJ TYPICAL DURASAFE CENTER HINGE/ , 1 (SPLICE) (1)5/16'0!A
SEE(TABLE 2)ON PAGE 3 FOR N.T.S.
RECOMMENDED SECTION CONFIGURATIN LAG BOLT ATTACHED TO JAMB
A (U R-TRUSS AT EA JAMB BRACKET
STILES IN HINGE HO PER SECTION
LOCATED E ION ,xx r(S)
ON TOP SECTIO(ONLY
12 CA MV.STEEL
1 JAYS BRACKETS
A�TT�ACWFE�NT STRUT
SrRUT (7ryRGpUpp ATTAdiED W/(1)Ile-20
7
ATTACHMENT
ry TRACK SPUCE BOLT&NUT
(THIP) i_
2 iHRd1CH y Diy F E
I
O D
O C
4 B
➢ TYPICAL STILE STIFFENERI J 1
N.LS SEE(TABLE 3)@1 PAGE 3
-FOR JAMB BRACKET SPACING
C 5 1/2'H%IB W R'R-TRUSS) TRACK CONFIGURATON FOR 6'6•UP TO 14'TALL DOORS
A B VA/U)STEE x 3/4'SSSAAIREA➢ED
11 1.4 1:11 IN INSCREWS AT EACH ENO STILE
REFER TO TABLE 4 ON PAGE 3 A SEE(TABLE 1)ON PAGE 3 SCREWS T4 EACH CENTER SSTILE
FOR STILE PLACEMENTS . FOR STRUT SPACING
16'-0'MA% .. CPT 3.BIG&EDW STRUTS
ATTAINSIDE ELEVATION >(2)]Da X 3/4'
N.T.S.
7.16 GA END CAP BEHIND M3 14GNL D(BLASAFE ROLLER i) lSBJf�AND CENTER
�
A.STRUT TOP AND BOTTOM FIXTURES CARRIERS A77AC)ED N R-TRUSS CONT.STEEL RETAl STILES IV DESrRPDWI O REIMS Ohff BY
�AT�TACHEO V/ V/<I,)I/4'x 3/4'NIX I4 GA DURASAFE
V/BOTTOM SEAL o
(2)V4'X 3/4• ''Y'F He
SCREWS PER CARRIER END WNGE ATTACHED A ffFR1OOT 102ID FM1TI80dcFG7A®OB/11/OB 9CB
HEX NEA
SCREWS V/C2)'I/4'x 3/4' B IBA MID TAWS&TRACK IUDIWFAIMNS 05/01/12 IDA
AT END AND CENTER z•LD BALL STEEL
HEX HEaD � SECTION A-A (SIDE MEV�
STILES HURRICANE 9ROLLER I4W➢URASAFE N.T.S. C AM SRII W BORN On 102104/15 10
-STEM ROLLER CARRIERS ATTACHED
TO END STILE V/(3)IR' 3/4' MAX SIZE _ =e
HEX HEAD SCREWS PER CARRIER 16'x 14'
2•lD BALL _Ak, DESIGN LoaD P.�rcAu
OF TF\\1 ,r-e=
NROLLERTV%9'�STDI 13 GA..THICK ACHED )eL1Y'V•`.:. R +46.8 PSF g i'� x9 �)
V/(3)1/4'X 3/4' SLIDE U 30C ENGAGES INTO VERTICAL -49.3 PSF € •• !- L
HIX HEAD SCREWS TRACK ON BOTH SIDES 9/8'MIN E , *.•
�� S v2'H X IB GA (5' BAR
ENGAGEMENT
[OPTIN(SNAP
ATTACH V,OR�x %% %*•:•• ••••••••••* z m
TYPICAL BOTTOM BRACKET/ \ R-TRLAS)ATTACHED V/(tl3/4-HEXc6 ••••••••• u
HEAD sLwEvs /T. E ..IN /
1/4'X 3/4'FIE1(FffAD �� �... .. .T...
N.T.S. 02
SCREvs gs �f 85829 +moi
SSP MOULDING TYPICAL DURASAFE END HINGE 3 LARGE MISSLE A
W FLEXIBLE SEAL 20 AC GALV,STEEL END STILE N.T.S. LARGE MISSLE �O••C..CENSE,,.•' �
3 3/4'MDL (SUPPLIED BY INSTALLER) ATTACHED VDgOtS SKIN AND(2) RESISTANCE (TSS/ONAL�G`? 33
TOG-L-LOC AT THE TOP ANO IMPACT RESISTANT �•...�
SOIERVOM (`- EG
(7)20 GA CENTER STILES BOTTOM RAIL
ATTACHED VITX(2) Tx
TOG-L-LOC AT THE TOP AND (1)7/16'OA. SCRE x 1 9ER LAG
807704 RAIL AND ADHESIVE BOLT RETAINER SCREW 0)PER
TO INTERIOR FACE PER ROLLER JAMB BRACKET
THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURE DESCRIBED IN ASTM E330, E1886, E1996. 2karr
_ F568 AND DASMA 108, 115. THE PRESSURES SHOWN ON THE
r ! c s r DRAWINGS WERE CALCULATED USING ASCE 7-98/02/05 WITH 163 CARRIAGE COURT V1NSTO N-SALEM.N.C. 2705 WVN ARR.CDK
THE FOLLOWING PARAMETERS 5 FEET OF DOOR WIDTH IN THE
) .,K � MODEL 950 HERITAGE(24 GA)1000,2000
Y CALv.s1Ep.TRADC END ZONE, ROOF AT ANY SLOPE AND 1=1.0: YODEL 655 OAS SUMMIT(24 GA) 1000,2000
TMD(THIDWEss.o WIND SPEED MPH 169 154 146 139 134 SHORT,LANG,FLUSH.AND OAK SUMMIT PANELS
3 L/2'H X IB GA.C5' lX!NT.VERTICAL JAMB 2%e
SPLICE BOLT AND.NUT PER sDOTHDN YEu ow PINE EXPOSURE LEVEL B C C D D 9IE OU1AI BY BJ OAIE 41/12/03 DRAMMG MA6FR
R-TRUSS) (N0.2 OR BETTER)
JAMB BRACKET MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 1 25' 1 B tIFD4DBY A91 DAZE 03/14/03 IRC-9516-169-26
TRACK MOUNTING DETAIL MIT I OF 3
N.T.S.
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 INTERIOR OF GARAGE
TRANSFERRED FROM THE DOOR,
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF' MAX. WIDTH 16'0'
+366.4 LBS/FT & -394.4 LBS/FT
3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA. (.024)MIN.EXTERIOR SKIN DESIGN LOADS
ROLLED FORMED,W/BAKED ON POLYESTER FINISH +366.4 LBS/FT
5.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. -394.4 LBS/FT SEE NOTE 2
USE(1) 5 1/2'R-TRUSS PER SECTION&(2)3.20GA STRUTS AT BOTTOM SECTION
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
I BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAVANG IN ADDITION TO OTHER LOADINGS.
REV OFSOIFBON OF MOONS ME BY
WOOD JAMB ATTACHMENT TO STRUCTURE A ,Rauawloza,Le s®�eFGIr®W/11/OB
2 X 6 VERTICAL JAMB ATTACHMENT TG VOD➢FRAME STRLIGTURE B Ingo TABIE TR1IX 01010RATI015 05/01/12 IDA
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 12'D.C.(1 1/2'EMBEDMENT) C AMSWIF1060R ORN 02/04/13 1 IDA
2 X 6 VERTICAL IAMB ATTACHMENT TO 2000 Pct CONCRETE
HILTI KWIK BOLT 3/H'X 4'STARTING 6'FROM ENDS THEN 24.O.C.(2 1/2'EMBEDMENT) MAX SIZE ea
HILTI SLEEVE ANCHOR 3/9'X 2-3/4'STARTING 6'FROM ENDS THEN 12'O.C.(1 1l4'EMBEDMENT) 16'z 14'
2T X/6N1�E REDHEAD
AT TACHMENT TO HOLLOW�C 90 BLOCK ENDS THEN 22'DC.(2 1/2'ENBEDHENT) DESIGN LOAD a r ZE OF rE�I 5 z
SIMPSON 1/4'%3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS +45.8 PSF w ,�y.�P•..•••
(3'APART)AT 0'O.C.(1 1/2'EMBEDMENT) -49.3 PSF
HILTI 1/4' %2-3/4'KWIK-CON IT+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF # / # o
FASTENERS(3'APART)AT B'D.C.(1 1/4'EMBEDMENT) a %+•' •••••••;•••� c
-Q /.................. ...
2 X 6 VERTICAL IAMB ATTACHMOYi TO CROUTE➢C-90 BLOCK(2000 PST GROUT) /THO MERDI �j
HILTI SLEEVE ANCHOR 3/9'I 2-3/4'STARTING 6'FROM ENDS THEN 14'O.C.u 1/4' •• ••• 9>
EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) Ez / 85829 ��
0 LARGE MISSLE N� +( O,(:��/CENSEID �f '�°.
I=I SLAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT -' \� LL
ar: t
:PREPARATION OF VOOD.IAMBS HY OTHERS '" l s•.......•• �j�r r
RESISTANCE ( IONAL��r 26 3 W00➢ CONCRETE HOLLOV BLOCK IE3 TX `p i STRUCTURE STRUCTURE STRUCTURE STRUCTURE "'
61
W
I � 165 CARRIAGE COURT VLNSTON-SALDI,NC 27105 VVVANA r.COK
1 I 1/-� 2-3/4'MIN 1-1/2'MIN _ 4' MODEL 950 HERITAGE(24 GA)1000.2000
2X6 JAMB MODEL 655 OAK SUMMIT(24 GA) 1000, 2000
TYP. SHORT,LONG.FLUSH,AND OAR SUMMIT PANELS
Sal WO BT CUI DATE DI/12/01 1RAWING NUM
AVAILABLE TRACK CONFIGURATIONS IRC-9516-169-26
B DIEaaB B( AAE OAIE 01/11/0.1
N.T.S. SIM 2 OF 3
TABLE 1 TABLE 4 TABLE 2
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION seneon ceatasraL-,:-1
1 P�TYPe (Meaturea 69771 Loll Edpel DOOR SECTION HEM I I V
HEIGHT CONFIGURATION TOP W� ,Id 2,1 ant 4th 5dh 6th 7h
M) On) N.) On) M) (h.) ON ON
HEIGHT Btm #2 43 #4 #5 #6 #7 #S
A B C D E F G H I T 10:0 Shad 25.218 48.408 71.594 86.7821' I 7�4 R rt r4 ( Ir
x���><.: �'"r�'AY!t7.4) rC` >'. I7,T(//,2.4.�qqKr.�,4II2*�, .q+y`X1#lZ;�at+,:�n,.w,Y 1s ..�5.-t-LyY h".k.aEf 1".m`�Esf"1u a 11'.d.t.Lv.' rr r .•.�.An�f( M'x Lo9 30.00 60.00° 90.ODD10{0
1910 Bea30.525 60.00 89.379
,710 short 25824 4812 72.00 85.198 718376
F13.16.h21/ 21"...>2Ly1z�- 211• 21B j18�118,.,i2.4
µ1
7' 4112" 7" 171/2" 381/2" 591/2" 761/2' 5
1z,o La.9 27.25049.625 72.000 81.375 116.750
/��,n'S' ' • tr.�- , „d ,r.:, , n 3 4 'S.Kt {s,._ ?!`i�wr k . .: 8.37512:0 Bos24.825 40.913 72.x° 0886 ,1
13'7,07't.. 3'+..1189;11 .5 .bT.S?,'t __•__._
1z;2 Short 26.272 49.1136 73.000 M. / 119.729 -�
8' 41/2 7 17 1/2" 35 1/2" 53 1/2" 71 1/2' 88 1/2" 1212 1mg 27.169 50.084 73.000 115.916 1,9.832 12 6 21 183 18 18' 18 18'r 18" 21' M^^1
.r rt11 CCry.L/I { Qtr / 12.:2 Bead 25.+25 49.063 73.000 96.938 120.876 `�'• �G3 }2179 I(�(' 121"1 Y �1'
C.'$�'"(fy,4q7/G'o^j-9i7'.`{rJ,:{174)12;,;38,b112y ;J.7�Lf2. � `�>.;L�€ 0Ye=•�k Wit. M ,yt Y�,.112vf 12'A Shat 27.272 50.836 74.0D0 97.384 120.728 -�; .x'12-.-„.. .'T_.� .._. . 1 i .....i.�_.w�...-_I
t.,
,z:, Lap 25'69 51'061 74.090 96.916 "9.632
11'6' 21" 21" 21"119-116-116 21"
9' 41/2' 7" 141/2" 321/2" 501/2" 681/2" 861/2' 1001/2" +7.;4 Beed 2562549.813 74.000 95195 IV-375
r r1 F,+ 1,.. 1 1 t!= }._. .. 1 rt r ;is'*+t',•. -§ !^`o :ny r AS n€i;•
+7.:6 Short 26.34050.670 7570 99.330 123.660 .Yp b fpr (j f� ""'�'-'•`
w _..,a zr4 ,xi ftiir.,•i Ma�x41" �, ' •' hJ..S{�,}a IJ!,1_"t1;�,5.4�!,'!.!.t°.F!. %,�p^r<t r�."...c 4<::'w.,w i 4M1IV �22";. ,2'18 L-9 27.340 51.170 75.000 98.830 +.t � P1_'�
••.w...:� 17.:8 Bead 28.125 50.563 75.092 99.438 123.876 : "' ".'•'
10' 41/2" 7 171/2" 381/2" 591/2" 771/2" 951/2" 112 1/2" 17.:6 Shod 27.34061.670 79.DDO 1W.3W 124.660 10'6"' 21" 21" 21" 21" 21" 21" 1 1
1 dt tz�e Long 29.2DO 52.100 76.000 99.80 129.800 .__.........._........,-�.,,....._
4°1/2 " 7 ;c1c7S91 .':,.81/2;'591/ 801/2",, 41,112'. a 111 4 r r 4 c
7 1r:e Bn a 7.5625 5,919 re.Wo 17.688 17.5.975
11' 41/2' 7 17112" 35112" 531/2" 71 1/2' 891/2" 1071/2 1241/2"
iz'.10 Short 2B2W 52.250 77.ODO +01.750 125500
,7.;,D Lon •28.20 53.17 .oW ,00.917 u1.7o 9G 21' 18" 18" 18" 18 21" I
1'6" 4x112. "7 _«'s 712 $11 591/u';77;1/2: 9,5 1/217. 1673 112` 1 1301/2 ,7.110 Bead 27.12592083 77.000 101.9ae 126.875 1 Lp(+ t p i p Lr1�1
,....:. >•rv. `..c 7..:t: 1 C4,.?t 4 i d 7 _ J• .....1 13';0 Shod 28.000 53.000 78.000 103.00 128.000 ,9��.. -AIV 01.1 L7. Y() �•y144;i..'.� s !;.O- I 1 I
12' 41/2' 7' 17 1/2" 38 1/2" 59 1/2 80 1/2 101 1/2 119 1/2 136 1/2" a 21' 21" 2 18 21"2'662 4 1% 1�7 7r'1/G 435 1/ 12�,'71Y�/�2r 89„1Y25'a 1Y1]F112",r'�.i`�5>1f+rt 1712 suw ze:°0°54.090 79.900 ,09.0°0 125.000 8 6' 1i
13",2 Bead 28.�53563 78,00 ' 9W 125.0M 04.438 129.8757:0 ,9- -2 m t�,m a�5"�3�I�1yy
13' 41/2' 7 171/2 381%2 591/2' 771/2 951/2 1131/2 1311/2 1481/2" 17.1 snap 2e.e754A7 7.07 105.97+3,.200
1t r,=&rt S r:a 117,9 29.60° .97 7.000 10moo T93-m-
_4 7 S 18 18 18 18 18 1
� . nA,._ 7' 1,.�1F2` By112 .6.: 12..:80'1120;]/�111,9,1Z� 1.,7 1: •�l.
t
1T14 Bead 28.625 54.313 80.000 105.808 131.375 �ry 21n .((r:
14' 4 1/2" 7" 17 1/2" 38 1/2' 59 1/2" 80 1/2" 101 1/2" 122 1/2" 143 1/2" 1601/2" 17l6 Short 29.800 5s./7 61.000 108.60°132.2W !1
Lon9 Wit 61.000 ,05,0 131.210Ir pr •_ -� J
,r,0 Bead 29.125 55.0M 81.00 08.938 132.
+ 675 6'6' 21 18" 18" 21"
83
13`8 Soul 30.BW 58.400 92.00 107.600 133.2)0 -- -
,3:8 Ing 3175°58.825 840DO 107.375 132750
13?8 Bead 29.625 55.813 8200 108.188 134.375
17;10 Shat 31.388 57.163 82.938 108.713 134.488
13'110 Lang 31.340 57.170 83.000 108.830 134.980
Irl 0 Bead 30.125 58.563 63.07 109.438 135.875
TABLE 3 14"0 Short 31.588 57.763 81938 110.113 136.258
14.10 lnp 33750 56.825 84=0 109.375 134.750
DOOR TRACK ATTACHMENT ISPLICE 14'0 1 Bead 130.82587.313 84.000 1,0.688137.375 10 OEXIF0 OF W1190BS DATE BY
11'12 Short 13Z7U 58.86° 84.938 111.413 137.888 A A7TtbAMN 70 2007 FEC14IM 950 1/®06/31/08 901
HEIGHT A B C D E F G H I J K L M N S ;<:7. S,° 31 u 58,E �� ;;;.�;38;975 B ft VID TABLE:>+wc M=a= 05/01P2 aB
14'4 SMM1 32.388 69.163 95.938 1+2.713 139.468
:t n•_'.. 1y�` @ ? ,.:,.$2X "E.6C^ �"n,'+�.HT,?Y..!:,rte n ;k`§, }l 1(5,.x11.6•rwfrC i Sirk�.:+a.'L1Ftl:=f._3Y.c`76'.,3's$''. 14•'.1 L.9 34.340 60.170 86.0DO 111.830 137.660 0 Immsminamism 02p4/13 RR
14'•4 Bead 31.825 58.813 69.17 113.188 140.375
7' 37 14 27 38 46 56 68 76 ea
14':6 Long 3278859.989 88.838 129830 14+.089
14':6 35.3405+.+70 87.000 114.438138.680 MAX SIZE `1\
Long 16• PG
11".6 Bead 32125 53.5113 87.000 ,14.138 141.876
8' 3" 14' 27" 38" 46 56' 68' 78' 88 D+ease Ps� t� ....4
14'18 hot 33,88 605°3 87.938 115313 142.888 i OF
14'18 aem 32625 0373 8507 ,W's Log 23.218 44.812 6&jM_ WON t596e,4 3 353 4 131.168 152.782 -49.3 PSF ' %Gj�P qs�I
t_�•r n r 5`27 38 `pq6" 56"-.68'76t� 8$ ti `_.__` "`:RSr _.`r
14'101 Short 33.588 61763 88.938 116.613 1d/.288 w / •
9' 3" 114" 27"138"146" 56' 68 78 88 100 14'.Ia 23.90 45.67 67.300 69.WO 110.70 132.400 154.100 `�` /': ... . .......... 's u
�.... . ..
Q, �� �y 1P10
Bead 13.125 61,063 59.000 ,16.938 1M.975
r N :;t "1 r �. r,8'I' �„e ,p $•<n 3"7w�`qBB�{�,�$�' � v 5^`.". Y 4k zr15,'f y,;s"� y 16.0 Short 33.936 6,.939 89.938 117.618 145.939 E w %
WAS L.SHELME I a s
'r c ,S0 LOM 24.900 46.600 69.30 8000 i11.70D 133AOO 155.100 E e or
10 3 14' 27' 38' 46 56 68" 78' 88" 100 112" ,s•0 Bead 33.625SIA13 7.017 118.,88 146.375
15y2 Inrt 34.388 82.60 90.938 119313 147.488 URGE IMPACTMISS�'� (�OA. �/CENSE ���� �LL
''y„1 Q,:4},Cy, ..iR 1 Ir'}s_,!'.'�1�.& '4Q�.I;�H6 _ J[7' U'�57j.V'+}1'AS.yj';,16,.�.1,.� V Y F'x3y i r. •ri ip�?"{�ij.le u+'tl� .r:C�Xi 16'/2 Long z59W 47.60 69.30 91.00 1127W 134.400 156.10 ICs•S............
••••••N(7'�� y
15'12 0e0- 34.125 62.663 91.000 119.438 147.875 RESISTANCE •3
11 3" 14' 27 38 46
561. 68' 78 88' 100' 110" 124 +5'11 Snag ze.o7 53.60 79.20 109.900 130.400 166.07 8 � b
38
15"4 L 7.9875 47250 69.825 92100 111.375 138.750 169.125 �� TX oa
c5,6,;;68>"_ 8'� 8t3y 700,' 1;1:Ou 720',; � �^. g k130x ,6;4 Band 34.825 83.313 92000 ,20.688,.9.376
166 ShM 2343945624 69.812 91(00 118.188139.378162584
12 3 14" 27 38' 46' 56 68" 78 88 100"1110" 122 136 1&,S tan 24.90 47.617 70.20 93.no 115.792 I38A7 161.17
75
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12fi'h1¢Lk3 : 74,_ 2?k • r?4� MOM,568': Z85rz09x`115.." 3 ., uf (42' ;5.a s1 nd u: :r`z; ;o:e�2o3.�Do 117.188140378,83115.792 MSM 3584
• - 15"8 len9 25.800 48.87 7,.300 94.70 118.70 139AW 162.10
73' 3" 14" 27' 3$" 46" 56" 6$" 7$" $$" 100" 114" 122" 134" 148" 1618 Bead 25026 48.017 71.009 64.000 118.DD2139.983 102.975 167 CA93u6E CLA91T VIr1SMN-SALEM,RZ 27105 WWAKAFMCON
13rl I t4!r r.y1 1 Ir,)°,1 (�� y.,y 1q P t5,4 10'110 Short 21431 41,624 71.912 05.70 +18.186141.376164.564 MODEL 850 H01TAGE(24 GA)1000, 2000
.6 *. .";74 rI .Z 3a} t ., X76. 7,7Q0 Og•r 1y.. t . _ +j,i I -1=61-0 on 7.6.251 4a.167 72. W.7o 117. 7 140.633 153.750 MODEL 055 OAK SUMMIT(24 GA) 1000,2000
14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" ie;-TFo Short s2e:436 ns sii iie°i 9We:o�92 iie ies iez:e'i&:Bsee seoer,LONG, [Luse,AND OAK sulEM1T PANELS
16ro L z7.e7 50.60 73.x7 e51n0 116.70,4.7,64.,0 9ff DWOd7 BY OW GATE 03/12/01 ORdYOD MAH.
ALL TRACK ATTACHMENT SPACING+/-2'ALLOWED WITH S1P NO.2 OR BETTER ONLY WV Bead 24.626 49.417 72.20 W.WO 119.792 143.531 10.975 B MO BY AAE OAK 03/14/03 IRC-9516-169-26
ISM 3OF3