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ELLE Copy.
MIAMI- MIAMI-DADS COUNTY
ROME 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) www.miamidadg.eov/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&65 mit 1000,2000 Steel Sectional Garage Door up to
16'-0"Wide{DP+45.8,-49.3 PSF
APPROVAL DOCUMENT:Dr inlg-No:IRC--9516-169P2.6;titled`' ode1950 Heritage&Model 655 Oak
Summit, (24 GA) 1000,2000, Short,L nd Oak `� ' anels",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
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�I�,
MCICOUNTY Expiration �September
Approval a , 5
07/10 I�plS Page 1
I
1
Amarr Garne Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24 I
GA) 1000, 2000, Short,Long,Flush and Oak Summit Panels", sheets 1through 3 of 3i 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 #13-0503.08"
1. 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.
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.ATLNC 0205.01-13R,
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. Shehnerdine,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 o the 5'i'edition=(2614) G and no financial interest
�
issued by Structural Solutions,PA.,da 04/08/20'T5,si d sealed by mas L.
Shelmerdine,P.E.
a7 !a ZOls
arlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.13
Expiration Date: September 4,2018
Approval Date: July 16,2015
E-1
R'10 HALL
7'16 CA END CAP BEHIND STEEL HURRICANE
TDP FIXTURES HOLLER V/S'NUN S7EN 14GA"ASAFC V
n CENTER IONGC ATTACHED
SJ V/(4)1/4'x 3/4• GA FLAG BRACKET ATTACHED TO V=b
HEX WAD SCREWS 12 Gp CDiWERCTAL JAMB
ADJUSTABLE ROLLER CARRIER 2'THICK W FI%TORE ATTACHED V/ V/CT)7/16 DIA X 1-3/8'LAG BOLTS AND TO
ATTACHED V/(2)1/4'x!t2' - CA)1/4'x 2/4'MEX HEAD TRACK V/N)1/4'-20 x 6/0 TRACK SPLICE
7.16 CA no CAP REFUND BOLTS AND NUTS
12 OA WLV.CdWERCIRL BOLT 6 NUT PER BRACKET SCREWS AIIJUSTA7NE SLIDE
TOP ROLLER BRACKET 'i•.:�. i0P AND BOTTOM Fl%TURES
ATTACHED V/(47!t4'x BRACKET ATTACHED V/(2)
3/4•HEX HEAD SCREWS - 3 1/2'1HGA R-TRUSS ATTACHED w __ 1!4'x 1/E'SOLI AND NUTS
PER BRACKET '::- S V .. ..
IS!'-• EACH CENTER STILE -.;a
24 OA.DW EXTERIOR SWR SPUCE TRACKS AT THIS LOCATION
TYPICAL TDP FI%illRES ~/BAKED ON POLYESTER FINISH W 4)t//4•^20 TRACK SPDC£BOLTS h NUTS
S�CSRC{d JAMB PIIN(3)S/IB'D1A
SCC(TABLE 2)ON PAGE 3 FOR 5 PICAL D RASAFE TER HIHG£ LAO BOLTS
RECONIEUDED SECTION CONFIGURATION � *.. N.T.S. � ICE)1; DOLT AT I
x ED
A E0.JAWS BRACKET JAWS
PER SEC r
STILE STIFFENERS(7) 12 CA UAV,STEEL
T LOCATED IR HIRGEJAN0 BRACKETS
(lop) 0.4 TDP SECTION ONLY C()y�HD"� ATTACHED W/(S7 1(4'-20
SAUCE ADL7&NUT
ATHOLETASFOR CHfERTSTRUT
STRUT
C+'. REONRED) F -�
'Al
•`0 `' BLL
77
3 O
'.•`X.+ :i,fJ`. -�".:3 aG .2.. �-'�l E TABLE 3)
ON PAGE 3
L TYPICAL STILE STIFFENER(c .TANS BRACKET SPACING
—— — — c+rrre•..a�. �, B N.LS. `/
31 X IB G0. (D'R,TRUSS)TRA NFIGURAMON FOR B'B'UP TO 14'TALL DOORS
GP7.V. R-TRUSS ATTACNEII
RCFER TO TABLE 464 PAGE] SC(4)7J
FDR SiiLE PLACEHEtiTS F(IR(TABLE 1)
3 SCREWS AT EACH
AND(2)1/4'x 3q•IBEX HEAD
MAX SCREWS AT EACH CENTER STILE
i3 AGA.DURASAFE ROLLER {NSi4E ELEVATION - (ATT'/TAC'NEGv j TROTS
CARRIERS ATTACHED 70 R-TRUSS R.LS. (PJ 1/4'X 3/4"
V/(2)IM'x 3/4'HEX 4 Ga DURASAFE NEX HEAD SCREWS
WAD SCREWS PER CARRIER CND HIAGE pTTAC)ED - AT END AND CENTER
STILES In IESOIfi1101 CF Tf w OME
2'IQ BALL STECL HEX READ SCREWS CONL STEEL RETASNER A FOHlA101A3DlIiC,17Ia�@FCSfLtID C6/II/08 SMII
HURRICANC ROLLER 146A.1M117ASATE Two(a ROWS ER' V/HOTTON SEAL
V/e'STEN ROLLER CARRIERS A7TACIED THREE(3)VENTS tn. B WY®lO RC 210 10/X/11 LBC
10 END STILE V/(3)VS'x 3/4' EOUAL$15 SA INCHES {.�...�.�{
HEX HEAD SCREWS PER CARRIER I a t� .�y�CTi�•1 A-AIDE ViF G IXI.B}S4UTRi(OSAImu 07J0Tff3 RR
.v'.''-'•' OaA®Rt(kdR�d>lte•�tMR� PItO13UCYAHvfSBu IAAF 16 x 14 \\Y\\Eti SHrr1rAAY, n
SLIDE I=ENGAGES INTO VERTICAL O G•,,,, (/
PID e2aw>RylylM wlA lit Flai4 DESIGN LOAD ties\t;,5,,.• 2i�f Lu�••
TRACK ON BOTH SIDES 8/0•MR gg A
ENGAGEHCNi(SNAP LATCH.OR LUCK IS1PFaYidO (tDI7dIA�[',oio +45.8 PSF ii 41 `' \GENg'' �(}rPr- 6
G t/2Rt%3e GA tS' DAR OPTIONAL)ATTACH V/(e)I/4'x OPTIONAL.VENT DETAI AoRglleRp NO -DSO •Op ..48.3 PSF 2'� +:�:'V lC�'(,/ .E
R-TRUSS)ATTACTiEII vtt'D ��.• 404£45Till-
TYPICAL
9 2
3!4'NEX HEAD SCREWS nn
I/4'X 3/4'HEX HEAD . 87K ' 3
TYPIAL DURA END HINGE hodtKY CmMrM �_i� :Ila `T !I
s1oP uaRDTHD n :. S STATC OF .U/e
W�FLEXIBLE SFA 20 G0.GALV.STEEL END Sl ILC 8/16'x 1 SB•LAG LARGE MISSLE .. �� 1.5 `•�s' $S
1 ATTACHED WITH CJ)TM-L-LOC CREW(1)PER 7•H GA END LAP BEHIND IMPACT
�t ID..-'
3 D/4'HIM (SWPtiED BY INSTALLER) i0 DQIMS SKIN AHD<2) I�.� 0 4 ..•�\ aQ
SIDERUION(� TOG-L-LUC AT THE TOP AND JARS BRACKET 3'ROOA.STRUT TBP AND HOTIOH FIXTURES RESISTANCE '•• .•••,,`���� q.
TOFi-LetdC TACKS THE 1�7N l2) {S)7j1n'DIA.N)CA.CENTER STILES TION RAIL SAA �%�4 1} EE ���dPPO�rQN S e1\�� 9555
BOTTOM RAIL AND ATo" E RV RETAU(EN HEX WAD
SCREWS LARGE M I SSEE A
TO INTERIOR FPCC PER BOLTER AT END AND CENTER .;,
STILES ..._._ .
- IMPACT RESISTANT
_ . .. 2karr
IRS CARRDTGC CUT VINSTAN-SALES,S,6 2!107 VVVANARRL6( _
- 2.30 ALL 8077011 BRACKET MODEL ODO ITBRTTAOS 24 GA)1000,2000
2'dATt STEEL TRACK
STEEL FNRRtGANE 13 GA THICK ATTACKS MODEL
TRAq(THICKRE55.dBJ OLLER W/7•
"in STEN SHORT 8O OAR SUMMIT(24 OA)1000.BODD
LOHL YFRDGAL Jule 2x6 HEX AD X 3/4• SHORT.LONG,PLUSH.AND OAK b'UMMTT PANELS
i)I/4-20 x St8'TRACK G TRUS X 18 GA tY SOUTHERN SOA,PINE TIE%HEAD SCREWS
SPLICE HOLT AN11 HIT PER as
al IXNTN By {(7BADE AS/up RAW&)7}Lt4p
JA)lH BRACKET (ND.2 OR BETIEA) TYPICAL BOTTOM DRACKE7 ,1 8 (NIO00 BY AR: P;x w7 4/01 I iRC-9516-169-26
TRACK MOUNTING DETAIL N.T.S.
4EE7 7 of J
00 All�
1
SPECIFICATIONS AND NOTED
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 OF:
+388.4 LBS/FT & -394.4 L89/FT
&DOOR AND HARDWARE WALL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY OASMA,
4.DOOR SECTIONS SHALL BE 24 CA.(.021B)MAN.EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE
5.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECMONS'AS SHOWN. -
USE(1)5 1/2'R-TRUSS PER SECTION&(2)3'20GA STRUTS AT BOTTOM SECTION MAX W10TH 16'0"
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2
ON PACE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DES)GNEO
BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS DESIGN LOADS��
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. +386.4 LBS/FT SEE NOTE 2
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -394.4 LOS/FT
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
I E-B BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS 4 TIMES A YEAR,THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION -PROLWATREVISECI pR .
FACILITIES. AND A NOTARIZED STATEMENT FROM THE a ausy4p with to".wk
MANUFACTURER THAT ONLY COILS WIN YIELD STRENGTH OF bomiq CO& FMdLdA+gCod!
DADE OU OR MORE SHALL BE USED A MAKE ODOR PANELS FOR Ao Tb�PaDln6on w/ 11,O
DADS COUNTY UNDER THIS NOTICE OF ACCEPTANCE _ 811pbwwu 8
� 1Yodtat B��
P
kV 1(£518PBYI IF wma laor in
R A rRRlAo]i T)amlEG Ttm�kRD/�a/H/Da sfSll
WOOD JAMB ATTACHMENT TO STRUCTURE
B ILMMIDFMMD Iffic
( T 3'LAG SLRENS STARTING_6y EROHs.END
C A"CFBsuviuRJ3sm 07JOA3 RR
tliLTt YIK)DQL'T 3/B'X iiISTARiihtG*-6`'fROM ENDS TISEti 24 pQO:(Z S,r2 EHBED}KFiA - >ll
` 9 ,j ,HtL:Tt)SLEEVEiANCNOR?�9/8-X 2-0/d STARTINOb6 FROM ENDS THEN 1Z'OC O:-1M EHSEOHENT)--�'''''�^r a"' ,�4411i4It1DlFl�
1 S r c c ITVfRAIiS£T"REDHEAD(TRU.:BOLTL3/8 14:.4 S7 TtNCLL f R�4 ENDS TMEN,BZ aC;(2 EBMENT> I o". 4ULu- 90-n Q K`MKPSUN-1/4'X3'TITEN""SCREWS STAR IHG 6•-FNOM:ENDS USB:,j;AIj15 OF F STEN£RS � ' J w �,`"�''O����CE�S�•.��,, a,
\\ .Y FASTENERS C3'APART)AT B'GC.(1 1/4'RIBEIDI£N7> —a'` -� (7Ud$ i g$
n �y
ED C-90 BLOCK CEGOD PSI GROUT>
f it 1)
T KILTI SLEE E ANCHOR 3/B'X 2-0/4•STARTING 6'FROM ENDS THEN 14'O.C.(t 1/4'
�I. EMBEDMENT)IDR,USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE IASSLE 'X :`i�•tt $7ATL= OP •�:
-LAGS AND BOLTS CAN BE COUNT TO PRM IDE A FLUSH HAUNTING SURFACE. IMPACT a o .CS'a A` P a+."
1 -PREPARATION OF VDOD JAMB MRS'-_ RESISTANCE ♦Q,, f()NI11G�T4�
s WOOD { CONCRETES„I HOLLOW BLIK:K SR DIED BL FL /1/T4=1111145 4 g.g
J STRUC7UR STRUCTURE STRUCTURE STRUCTURE j('�j�
1 - GNI/
10 CARRIAGE MT VWSTON�7144 VVVAMRRZM
rJ it2'
MIN rE-?C4="'14ttli t !2'MIN 4' MODEL O59 1IEIt1TAG8(Bd GA) 10D0,200D
MODRL 660 OAKK 8T1MMtT(24 DA}1000.2000
B•MI SHORT.LANG,FLUBS.AND OAK SUMMU PANHIS
9tE WWI If( Dlt OAIE {SJ17fP1 WAM NAM
AVAILABLE TRACK CO Fl S B
N.T.S. aEGOD BT AIF WTE 0](/u8 IRC-9516-169-26
n
9QT I OF 3
TABLE I TABLE TABLE 2
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION *S.
clam neo wn .'DOOR SECTION HEIGHTS
HEIGHT CONFIGURATION) TOP- pwlrp. Ut 2. 3w ft &h &h 74h HEIGHT BtM #2 #3 1 #4 1 05 1 #6 1 #7 1 #8
P) o) 00) m U.) o) IT.)
MW!qt;001r- -D T S� 2,S,2t8 45.400 71.W4 U4.7&
Lm XWO moco 60"o
I(Yo -�30.626 60.WD $9,176
7' M188 IM-370 13U' 21" 21" 21" 21" 21"
4 I/V-
-rZ-,D =�-727-WQ)U6 7ZWQ 043M Jt-&TS&--
c 76-1/2"-
IZO Brad 24.025 48313 72.000 M.M 119.376
-SW
TABLE
S RU
�T
5�4;; ry M2 2U12 49AM Y.I.OW W-l" 119.12a
8' 4112" 7" 171!2" 351/2 531/2" 714/2' 881/2" W.2 UM 2x fie W.084 7300 MR* 115.932 V 6 21" 19' 16, W W
17;2 BW 2&125 49.003 73MO WOU 1=876
i2W* GW
272?2 60.%0 74" M364 Iny"
4 Ve -7" 14 1/2' 321/2" 501/2" 68-1/2" 86 112" Z4 8W 25..411113 74�DW 08,183 1=15 11 109 7010 4, 0&Bi i+&832 '6' 21",21" 21",16', W 19' 21"
100 112" --05
W ft= MW MW 123-6
126 LmI 27.UO 51.170 75MO 00,830 =.W� MAI,
v
M6 OW ZO,12650,M WC
91438 IM875 =I
10' 4112" 7" 171/2" 381/2" 591/2" 771/2" 951/2" 1121!2" Mg 3W 2T.W TI-.S?O-WC-W IM&IO W' 21"121" 21'121" 21" 21"
11' 41/2 7" 171!2 35112 53112 71 1/2" 89 1/2 1071/2" 1241/2"
lZi,o _WK-0---oar 100.9W 124.n 96' 21" W 19' ig' W 2T
WlB 21.125 6700 "XW 101.=1als
SW 28=1 51WO 7800 W3.ODO U8.261000--
12' 7 171/2" 38112 59112" 801/2" 1011/2" 1191/2" 1361!2'
-a-- W) 104=0 129.000 ul 21" 21" 21" 18' 21
13, 4112" 7" 171!2" 38112" 59112" 77112" 951/2"' 1131/2" 1311/2"I'Hi I//" M2 B®d 2&t:5 5S.W3 79MO 04117
.438 IM106
-U-74 664 WWO 31.400 WCOO ID5.6W l3l.M5--
L�291CO 64.8u T lul. ig, lu,I le
MODO �-0 S.1-0 0 TX-2 W
ONE-150yonz;�75 NOIRE_-i.PT -TT-a-
, "' , "A' .-.- __i 211025 54.313-WWO- lO5.W8131.376
7" 17 112" 381/2" 143112" 160 1/2"REM 131:0 GhK 2D.W0 M00 1100 10WO 132=
84WO 107.W513Z7W
B
M1113
ITte 29.6 82,020 10&189 13437
76
759110 TW 31. 67.103 82938 108.713134.40a
17,10 Lm; 31.340 57,170 B3.OW 1011"f34.66"
wm 109.438 35
1 .675
13-ito B� WA3"25 25 MM a a
TABLE 3 14-0 6W 314067.710 93.868 11D.113136.268
14. ZZ 50KM X7W
25 IM216 l
DOOR TRACK ATTACHMENT SPLICE IZ U
30.7 67. 84,WO 110.688 137.376
HEIGHT--T-B-T-c R E P G H I S 14-17 � W.fM ba*16 61 URI
1IL413 111,8W mmmm6&-PG3j= 1/08 sn
I I J K L M 1 14';2 L� 3&U3 61170 MOOD 110AW 1136.660 B JU:ffiUIOHOMO-
so
F, 1X3 I. 4
m"I- -Trr T0125 158.003 .= 11+.M'W
W.alb 110115/11 Imc
TIM
1414 WW 32.388 M 83 M" '1'.713 113&480 c Immsormwaxism OtJ01J1316R •.
�-7-�T-3-- 141�i2,71 -46'1 ICA 34,%Q W.70 MTL ilIM01137.1A0
31.52(53AI3 66Z8 113.168 It"76
-3278-3 W.-W WM8 1 MODUCTREVISED A
-7M M X SIR os
14.v s N-1-4 TUOMM 6.x 14
3�,M 61.170 87= 112.1WO 135� 1 1 Wm do Florida
11=36
3!' 14" 27" W" 4W 56' 68" 78" V. 32.IF5 WYAO 81.000 1K438 141.676
galas % . ........
DESIGN LOAX 5
14',6 ShM 33.188 M6W 84W8 116.;113 14Z60 +45.8 PSF
111 23,1111 74Z-A-ii UWWoe U.-wo To-9.0-i TSI-M.M T52-714-2 me X027
Mrs-a-:m-axw
Ig _49.3 PSF V
2011 -2 m m m m • 14�76
-Ti-m sag m,bw ai.263 eams lia.613 144.284 0 4 BI-.7�llllo�l
3' 14" 27" 38" 56". 68" 78" 88" 1001, o-o®r Lag 23.9W 45= 67.W0 89.000 15.7 132W TRT ft 9
ffv 3312561,063 WOW- ile-ma lifula pro"
SW 33.9!801.938 &Wll 117MO 145.239
L,�g 24.90)46.WO ftwo 90= 111.700 Im,ou lW100
10, 14" 27" 38'1 40' 56!�1 68" 78" 8&1 100, 112" LARGE MISSLE -aa BlAft. OF
4-PI-0 90A= liodsalke.3rs z .1 -
16 gig M Ml �F*6-270 %M8 119.213114?AB8 IMPACT 0�1
o
016 N'
am ARM w �galm WON,19 RESISTANCE
Lu 2L9M 47.OW 6%-'W 91,000 112300 134ADO MA00
__ff J_ - PRODucrREVISUD ;"s
11` 3" 14" 2r,138" 46" 66" 68- 7W 88" 1001, 11011 SW -0-.Oykv gg
124!' 34.125 dUM gt= I IR438 147.815
N uak cv--*
W4 Sht 28,000 610M 79ZO 104.8W 130.4 Wfttbnd&
00 im.ow FL
7T qCa& lr
I L.0 24.616 47.UO 6&Q6 &LOW 114-275*& 0 TW-126 W'Sr
-•------ d RX-25 X3 0140M i2O�N4 14UM N.B-06�1
� -0 IP14 OW �116%
12' 3" 14!' 27" 3811 46' 66" 68" 7811 88" 100" 110" 1221, 1361, ,w. 39.37 F phaia6
20W 47,617 70.300 =93IIE700 130,400 7617F0
8 24,620 47.417 ?O.W-UW T10-02 1-3-8.0 TO 1-316 nY
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