HomeMy WebLinkAboutProduct Approval RECEIV7D
AUG 0 .9 2017
MIAMI-DARE RLE COPY MIAMI-DADE COUNTY
1 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE'R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE.(NOA) www.miamidade.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&6554Oa1 00,2000 Steel Sectional Garage'Door up
to T-0 Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing o.IRC-9509-180-21,titled" ode1950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short, .Flush and Oak S anels", sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepare y 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 I 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•DADE COUNTY Expirati ate:September 4,20
pis Approva a 015
L
1,71401 f f 401 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 lthrough 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 0129.01-13R,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 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 ReportNo.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 0311.01-03R, dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NDA#08-0718.01"
C. CALCULATIONS "Submitted 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 con f ance to the 5'edition(2014)FBC a o financial interest
issued by Structural Solutions, dated 04/08/2015,signed eased b Tomas L.
Shelmerdine,P.E.
Al
Wo Zoi6
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
" ADJUSTABLE ROLLER CARRIER
ATTACKED V/(2)1/4'x 1/2' UG0.OURASAFE
80.T•E MIT PER BRACKET CENTER RH, ATTACHED 13 GA FLAG BRACKET ATTACKED TO WOOD
W(4)L4•x 314• JA1T8
HE%READ SCREWS V/CO$116 DIA X 1-519•LAG BOLTS AND TO
2'TNICIf. 2 GA COYY.EACTAL TRACK V/(4)1/4•-PO x 3/0 TRACK SPLICE
TOP FIXTURE ATTACHED W BATS AND NUTS -
3 SIB'220A R-TRUSS ATTACHED (4)V4`X 3/4'REX HEAD SCREWS
Ip GA GALV,LOHHERC'AL V/(T)1/4'x 3/4• ADJUSTABLE SLIDE BRACKET ATTACHED
TOP ROLLER BRALKEj ..,_ Y/(�IM'z I/2•BOLT AND HUTS
ATTACHED V/(4)1/4'x HE%NEAR SCREWS AT _ 24 OA R9{IXTFRSOR 5}NN
3/4'HEX READ$CREWS ST CACH CENTER STILE 'S"-? r/OARED ON POLYESTER FlNISH
PER BRACKET HIN STEN T(DLLER -
- SPLICE TRACKS AT THIS LOCATION
TYPICAL TCP FD(TUR ;�, W/(4)I/4-40 TRACK FUCE BpLTs k HUTS
FLTM 1 RE 0 JA12)WDI(])G/l0'DIA.:
SEE(TABLE 2)ON PA FOR S LAO HIXds
RECONRENDED SECTION IGURATIBN TYPI L DURASAF£CENTER HINGE (SPL
(1)5pr DIA.x 1-5/0'
0 SOLT ATTACHED TO JANE
tl>3 5/0•EEGA T EA.JAMS BRACKET
1 R-TRUSS PER S IBM
U OA GALV"STEEL
(IT) (TFiROLGI4 A ACHED W/TI)if4'-20
S7 LLE STIFFENERS(3) H LK SPUCE BOLT 4(NUT
2 L4CATE0 STIFFENERS
ti7LE(S)
D
MIT TOP SECTION 04LY F
TRRO X K
HOLES
(IF STRUT TP 1S4 !&E
IS REOIURED) E
L D
O I C ' 0-. C H
SEE C4 +1
TAIL E 3 ANPAGE 3
0 FOR JE KET SPACING
A 0 TRACK CONFIGUR FOR 6'6•UP TO f4'TALL DOORS
STILE 3 S/D•H x A (3 sm.
LOCATION SEE TABLE 4 4I PAGE a A TYPICAL STILE STIFFENER C R-TRUSS)1; L R-TRUSS
FOR STILE PLACEHEHT SEE(TABLE PAGE 3 N.T.S. 5 ATTACH
V/(4) AT 4•
FOR STRUT CiNG STILE
AND(2)214'x 3/4'HEX
9'-0'MAX HCAD SCREWS AT EACH CENTER
" i DE ELEVATION STILE
ADJUSTABLE SLIDE BRACKET H•T t4 GA.MACAFE
ATTACHED V/Q)114-20 x END MHGE ATTACHED 1)2.ED"STRUT AT
5/0'TRACK BOLTS AND MIT V/ON I/4•x 31' BOTIOH PAREL
HEAD
L4 OR DURASAFE A.RJSTADLE J�vvn.STEEL AETAIHERPR0D(IE.•1"SIHVI9ED
ROLLER CARRIERS ATTACHED TO TVB`2) YS pT TµgE£(3> OTTWi SEAL W DESr�'DYiIF16.iUM DATE SY
3 5/e'22Gq R-TRUSS V/Cc> ""'DROLLER CARRIERS ATTACHED WNTS EWALS IS SD'1MCFIES )--p� /Y' BG1Tdka(b'dt �� � A HFi7.111QI A'AIARP.♦S�R6 hIGS MDD 05-11-(G 90t
3/4'X 314'HEX HEAD SCREV -N TO END STILE V/(3)V4'z 314` t
u HEX T{EAD SCREWS PER CARRICR � SECMON A—A (SIDE VIEWI �htp0�•1dD D�a tralmuRxatD toJTlJlt tRG
H.T.S.
1:•�.cs 2.10 BALL STEEL lAAIC SIZE °°89S4IS62
3 918•RIGA � ,:';:s'Q"...r 9•LONG srEH ROLLER IIMIY.w PEOdDCI(1zreU1 !1 x 14' r� V'43°°t4 SH /JAI+s iv
R-TRUSS - DESIGN LOAD ] alt'QS.,•:•:•••k�ii /iY� 2yL mss..
ATTACHED V/0) ,_'iYhH++OTf x SLIDE LOCK ENGgOES SNTO VERTICAL UPTIDNAL VENT DETAIL /•. GEN ,' ,ems
1/4'z 3/4'HE% TRACK ON BOTH SIDES$/B'MN N•T.S. 6 +6T.1 PGF yyar�y+�•VV `S(:'�� d
HEAD SCREVS ENGAGERENT(SNAP LATCH,OR LOCK -00.3 PSF w •n�� ''
3%RXIOHGD RVSVK. 4•x LARGE MISSLE �;�. 004 �•�-��
r,l(Ra
IMPACT RESISTANT �� �
TYPICAL BURASAFE END HINGE f, 'ySTATI= OF •t(�� a
LARGE MISSL£ Tl�t .+�,(�• l.` Q,�;�,�F7; o
5i 1(dXDLY6 5/f6'x 1 5/8•Lao e'TOGA STRUT �. ,�•.( G \ v e
3 3/4•HIM W/FLEAO3E sEF1 e8 GA GALV,STEEL END ST1LE GREY<1 PER ATTACKED Ea VT IMPACT �C {d•� 0 '••Cli Off'
pTFACNED WITH 0)TOG-L-L t2)Im X 3N' RESISTANCE ♦+I...........
�....y`�°0° AV
S10ERDOH (` (SUPPLIED BY WSTALLER) TO DOORS SKIN aHD(T) JAMB BRACKET f(E%HEAD SCREWS �d� / y�i`9 ,
t 1 <3)20 GA CENTER STAES TOG-L-LDC AT THE TOP AND AT END AND CLNFER FI/17111}►llp°
ATTACHED WITH(2) HOTTER RAIL S73LES FL �s
34TIO703-LR AT THE TOP MIO (t)T/IB`WA PRODUC.T it1iV1SEY1,
84TTON NL AND
AIBICSIYETItTCttER O
TO
INFERIOR FACE
n u Y14gwithl))pPfa41!
adlaft
unilerc4}coA( so .nG
_ _ •oi AomD1ARm
o No
-'�• r:_::• _. BOTTOM BRACKET. APlM" 1a 46U CARRIAGE GOJO VINSTON-SALEN NI. VMS VVVJNAtp).COI
(r*:'. S'.;,:;:;.a �. ''•., 2.10 BAIL STEEL 13 GA AT
MODEL 960 HERITAGE 24 G 1000,2000 t
'• "'••'"'" '` ' ''"I S'NIH STEN ROLLER - VICN!14'X 3/4' fly t
HCX HEAD SCREWS MtBm CoeMN MODEL 666 OAK SUNAi1T(24 OA}1006,ZOtlO
s/D•x Y E2 GA T AUl STEET 1RACK SSORT,LONG•PLASH•ANIS OAR SUMMIT PAN=
V4.2p x 9/0'TRACK <3 519'R-TRUSS) TRACK TWC%NES5.DBS TYPICAL BDT7CIM BRACKET ,f SIE t�1Tfl BT Du RIE NJiT/0) 02iY7hOMlYYFR
JA-lfECERACKEB-IT AND
NUT PEN CONE 7M C Stt+JAMB
SPF N.T.S. "T B UFip®BY AIL 6AIE 0?/I!/07 IRC-9509-189-21
TRACK MOUNTING b TAI (Na s OR DEFIER)
RMT I w 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 OR INTERIOR OF GARAGE
+230.0 LBS/FT & -271.4 LBS/FT
3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. MAX.WIDTH 9'0'
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. �-T�--�-�-�-�-�'-�
USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOAOSLI�J--W
6.DODRS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230. LBS/FT FT
SEE NOTE 2
ON PAGE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTREO PROFESSIONAL ENGINEER FOR WIND LOADS
•INDICATED ON THIS DRADANO IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE
1 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 PAID 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 PRODUCrREVISED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH � �� PhODUOT RBVISPD
OF 32,001)PSI OR MORE SMALL BE USED TO MAKE DOOR PANELS FOR DADS asamViyiB with Uro FktMx
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. al AOPWtmNo ISM N 3 LT
� ,�
By II9 !'
Rnduel Cantibl A41
Product Co*a
WOOD JAMB ATTACHMENT TO STRUCTURE IIFV DLS(RPOAOfFEW9001 I DAH JOT
P X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE A Am AmiD=mLaEL65&wxa I*-II-aI3H
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN ZO'O.C.(1 I/2'EMBEDMENT) 6 UD1TDIDT90M0 14NP1 I-
2 X 6 VERTICAL JAMB ATTACHMENT 10-E 0(41 PSI CONCRETE
HILT[KVIK BOLT 3/0'X 4'STARTING 6'FROM ENDS THEN 24'¢C.(2 9/2'EHBEDHENT) _ 11111111
HO.TI SLEEVE ANCHOR 3/0'X 2-3/4'STARTING 6'FROM ENDS THEN 18'O.C.U I/4'EMBEDMENT) MAX SUE {1{{{ I1�1� /N2
ITW/RARSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.G(2 1/2'EKBEDKEND 9'x 14' ,,�O y, `•SI�
e X A VERTICAL JAMB ATTACHMENT TO HOLLOW 0-90 BI DCR ; FIV '2J�iQ app � z
DESIGN LOAD �Q;.•'G S
SIHI'SON I/4' ' IRS OF FASTENERS +61.1 PSF m'`� '
—60.3 PSF k'@ o`� OQ 9 '1's
1/4'X 2-3/4'KV1K-CDN Il*SCREVS STARTING 6'FROM ENDS,USE PAI TLa ���• e•'T(A�'Fp
FASTENERS(3'APART)AT 0•G.C.(I 1/4'EMBEDMENT) , d yV•!i°`�- �O
U 3/8'X 2-3jART STARTING G 6'FROM ENDS THE 2'¢C,(1 y�'�". ( •fig.
EMBEDMENT)(DR,USE FASTENERS FC-90 BLOCK) ty n)))���. STI�TE OF
LARGE MISSLE r- fo�O /1!% a E
o :LAGS AND BOLTS CAN BE COUNTEROVIDE SH NOUN G SUR E. IIAPACTN ��� �SI �
F ■PREPARATION OF WOOD JAMBS BYREj ppTHOLLOW BLOCK HLOC �� r+11Cf110{Fi STRUCTURE E STRUCTURE STRUC REarr
1/ 2167 T:ARRIAGE COUR VINSTM FALTH,HA 2714'1 VVVARARCDH
2XMODEL 960 HERITAGE(24 OA)LODO,2001)
lYF 3'MI MODEL 1)66 OAX BUMMIT 4 GA.)SUMMIT 000
SHOAT,LONG,PLUSH,AN6
AVAILABLE TR K CONFIGURA ONS ffi WAYN IT OU I DAH 01/12/03 DRANNC MW
N.T.S. 61 alway Awl Da w/14/03 IRC-9509-180-21
SM 2OFI
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING BASED ON RECOMMENDED DOOR
BttTi+ #2r HEIGHTS
#6 #7r #8p Section PanetT s _ L°cation
Centel Stilo
HEIGHT _j C IN GONF(GURATION)` TOP 1, X11 �#31v. {ft} {in} {I m Left Edge! .
(Measured from
A B O D E F G H T rd
21 21 1 {In
7 5112" 16" 37 58 6 2 21 21 1 8 X21 8 .r.S{1QLtY _24 812 r tib 0" L
761!2' tx.. • .t x- rr+: r _
1.. •, - ti. 0_ s tE2 E�7,;i'��2�.•��8���,�'���:8�' ��i;�:� 2, q
ty 4Y
8' 6112" 16" 34' 52" 70 88112" ` 1 " 8" S,q Bea 2 ez 4 0 1.
12'6 21" 18" 1'8' 18' 18 18 1 21" c{. 5 6.0 o r 375
11. = 8�
4:am ✓.NV £s243� ;µ.%48: 0 3, o
R 3500,.r.
941! 11'6" 21' 21" 21" 18' 18' 18' 21` 8;2 Lang 24.805 49.000 73.,57
9' S 112" 13" 31 49 67 85 100 1/2/2"" 812 -Bead 26.125 49.500 72.6756
Y.;' ,4_+�( N•. i n` k u tin am
�:, ..zt •1x'.71 4# t 3d S 1 iF
5�12.'kF��:�`�,..z`�.r;��Q3 8�„�S *r.�?��.;�r?;?(9��1j2'�, ��w-:p�, Q1$;�:$�»7'�8 ����u`:t>$:1,�1......>;r�.1.,�
10' 5112" 16" 37" 58" 76'1 94" 1121!2" 10'6" 121" 21" 21" •21" 21" 21" 8'14 Long 26.000 50.000 75.000
OM " 1'.:�' 1,¢"'4 2:v' 558i,79%n v 0111 r?t°,S N 74 i �' Q Q"a �' �vtL Y2� •C Ptx i1$n iii WABead 25.625 60.000 74.376
112" 16" 34" 62" 70" 88" 106" 124112" 9`6" 21" 18" 18" 18" 18" 21" E'8 U"
ad`-, )$' '�!$ r1-ggµ 8'16 Long 25.500 51.000 76.500
12' 6B' 79" 100" 118 1361/2" N N N "d81t6 Bead 26,125 5i00q 75.875
5112" 16" 37
8'6" 21 21 21 •18 21" .I`CB'8,a.Ys:s-.S..tirt>� �=� §5��7„7^tST,tQbQ.1'�-.-`�•,T:7:t3$1,w.;
m$s11 ' y I - 2 2�� PRO t, 8':8 Lan 26.000 62.000 78.000
�
'IT 51 16" 37" 58" 76" 94" 112" 130" 1148112'1.0000 18 „ 8`i8 Bead 26.625 52,000 77.375
I O�5 8"
ma" x '" x Y89 4 t;6 ',],. : 'b:4�(811rr 3 "' 1 t M) 9 8 q 0::&fTsizE ;?'r.$7;ON 'AA 8';
i��'":s ` '� #S- `�W '' ,'t: :'�.�,..i;rArL ":.'f ,�7J_���.,;�4��N�Sr#T'`�6,'.s.�r �1: -. ""`%�91
t } 1 8`110 Lang 26.500 53.000 79.500
14' 6112" 16" 37" 68" 79" 100" 121" 142" 160112 " " 1" 6110 Bead 27.125 53,000 78.875
;s
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h].lFn'.`_,a�h.41t,F:,�'8ti�'2-r�'t�$G�-a'",�'_t-7.?t�q�
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DOOR TRACK ATTACHMENT SPLICE Long 27.000 54.000" ? x1.000
HE(
9'10 Bead 27.625 54,000 80.375
G N S
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1 rt u n n 11 rt It a tt DESIC4 LOAD 'A, L' �ate
9 3 14 27 38
.,1.46 56 6$ 78 8p8�y ,1t00i"r vxooacrttnv►vsu +st.l PSF s e�`eo�'���eN 1>
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Maw n c a�?� }22121-
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46 56 68 78 88 100 112" F Soo:tr d w
a. ,T 1 r T t}.7 t fi >•�--„ s d r Y- "E �w r
/ il.� "�� t.:• 1� I��dr
H SG _._, " STAT'I OF .et14R
Pi�e:1PP Fvodw uonal+l LA GdP Cry AI-
11' 3" 14" 27" 3811 46" 56" 68t1 78" 88" 100 110`" 124" psi -
7::� z: '?�VIVO
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