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Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail
FL# FL10763-R5
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Amarr Garage Doors/Entrematic
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1307
ert.richardson@entrematic.com
Authorized Signature Robert Richardson
robert.richardson@entrematic.com
Technical Representative Robert Richardson
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1307
robert.richardson@entrematic.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem,NC 27105
djoyner@amarr.com
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 Thomas L Shelmerdine
the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 01/01/2020
Validated By Steven M.Urich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence FL10763 R5 COI Statement of Indeoendence 2017.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM F588 2007
DASMA 115 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv 1 dAvIteOYO... 10/3/2018
Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10763 R5 Eouiv DASMA 108 and 115 2005 vs 2012.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/19/2017
Date Pending FBC Approval 01/06/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
10763.1 Heritage 3000/Model 1200;(24ga) IRC-1218-165-26-I Thru 18'-0"wide
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10763 R5 II IRC-1218-165-26-I Drawing 7-10 FL rev.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E. #48579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +42.0/-46.0 Evaluation Reports
Other:Long Panel Glazing is 1/4"Polycarbonate with FL10763 R5 AE B117-11 to-16.Ddf
aluminum frame FL10763 R5 AE C5463.01-106-18-r0.pdf
FL10763 R5 AE IRC-1218-165-26-I Evaluation Report 7-10
FL.Ddf
FL10763 R5 AE Makrolon NOA 17-0410.0l.pdf
FL10763 R5 AE NOA 17-0410.01 FBC 6th Edition
Compliance Letter.PDF
Created by Independent Third Party:Yes
10763.2 Heritage and(24Ga)Oak Summit 18'Wide Heritage and(24 Ga)Oak Summit 1000&2000
1000&2000 models 950,950i,655,655i IRC-9518-165-26-I
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL10763 R5 II IRC-9518-165-26-1 drawing 7-10 sealed.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E.#48579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+42.0/-46.0 Evaluation Reports
Other:Approved for use in HVHZ Regions.Glazing not FL10763 R5 AE B117-11 to-16.1)df
Available.Also Tested per FBC TAS 201,202,203,F588-04 FL10763 R5 AE C5463.01-106-18-r0.Odf
FL10763 R5 AE IRC-9518-165-26-I Evaluation Report 7-10
sealed.Ddf
Created by Independent Third Party:Yes
10763.3 Stratford,Heritage,Oak Summit 18'Wide Stratford,Heritage,Oak Summit 1000&2000.
1&2000 Models 600,950,650,600i,950i,650i
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL10763 R5 II IRC-6018-130-24 drawing 7-10 sealed.Ddf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E. #48579
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+25.4/-28.7 Evaluation Reports
Other:Not for use in HVHZ Regions FL10763 R5 AE IRC-6018-130-24 report 7-10 sealed.pdf
Created by Independent Third Party:Yes
Back Noxt
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
0 Z� F�7 eCfieck
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvl dAvIteOYO... 10/3/2018
• 24 GA V/022'HIM EXT TOR SKIN AND 2, 13 GA(MIN)C(yP�RCIAL
14GA.DURASAFE OP FI%TLRE ATTACHED V/(4)
13L GSA �GALV.STEEL ADJUSTABLE R(LLER CARRIER O CEN( Vex 3/4p�D LARGE MISSILE SAKE.
($(POLYESTER FINISH DEACH JUST 3/1'DMESTILE
% D SCREWS
BRACKET ATTACHED W/(4 TTACHED V/(2)I/4'x 1/2' HEX IEAO SCREWS ADJUSTABLE SL]DE BRACKET ATTACHED
1/4'x 3/4'HEX HEAD BOLT L NUT PER BRACKET V/21 I/4'x 1/2'HOLT AN NUTS
SCREWS PER BRACKET IMPACT RESISTANCE
5 1/2'I8GA R- USS ATTACHED
V/0 1/4'x 3/4'
SECTION
HEX HEAD SCREWS AT 14 GA DURASAFE (5'P R-TRU GALV.STEEL R-TAUS
• _p p EACH CENTER STILE p END HINGE ATTACHED /-ATTACHED IN CENTER OF SECTION
V/(2)I/4'x 3/4' V/(3)1/4x 3/4'HEX HEAD
LV 10 BALL STEEL 9.5'STEM 5 1/2'H X 18 GA (5'R-TRUSS) p HEX HEAD SCREWS SCREWS AT EACH END STILE AND
HURRICANE ROLLER V/7/16• TTACHIED V/(5)1/4'X 3/4' UNIVERSAL STILE AND(2)
TAMER FOR NDN-THREADE HE%HEAD SCREWS AT ENDSTILES AND 1/4'x 3/4'HEX HEAD SCREWS
SHAFTS (21 UNDER EACH HDXiE INTO BACK SKW � AT EACH CENTER STILE
43 I/GA Dl1RASAFE RRLFR I4GA.IXA(ASAFE RO H FR
CARRIER ATTACHED TO CARRIER ATTACHED TO
TYPICAL TOP FI%TURES / 1 \ TYPICAL DURASAFE CENTER HINGE O R-TRUSS V/C3>1/4• x 3/4TD�NaV IEA 1/4'
N.T.S. L N.T.S. 2 3/4' HEX HEAD SCREWS SCREWS PER CARRIER
L-10 HALL STEEL 9.5' SLIDE LOCK ENGAGES O1T0 VERTICAL
STEM MIRRICANE ROL TRACK ON BOTH SIDES(SNAP LATCH, 14 G0.
V/7/16•RETAINER
FOR
O<2 LOCI(HAIL OPTIONAL)ATTACH V/(2)
NO(-THREADED SHAFTS 1/4'x 3/4-HEX HEAD SCREWS END HiNff
SEE(TABLE ll ON PAGE 3 FOR
RECOMMENDED SECTIO(CONFIGURATION A 5 I/2,H X IB GA U)PER
SECTION(5'R-TRUSS)GALV.
STEEL R-7RUS5 ATTACHED V/
(3)1/4'z 3/4'HEX HEAD
TYPICAL DURASAFE END HINGE 3 SCREWS
AT
CENTER STILE
1 N.T.S.
3'20GA STRUT ATTACHED
111 14 GA ROLLER CARRIER V/(2)L4'X 3/4'FEU(
EMOOSIIQRS 2 ATTACHED V/(3)1/4'%3/4' HEAD SCREWS AT END AND (O 3'20 GA STRUT ON
NOT SIANH3 HEX HEAD SCREWS AT p EACH CENTER STILE BOTTOM PANEL
QTY DOUBLE END S
a BOTTOM SEC13 GA OUN.)BOTTOM
BOTTOM BRACKET 13 GA BRACKET ATTACHED
(MIN)THICK ATTACHED V/(5)L4'x 3/4'
5 V/(5)LI'%3/4'HE
O HEX HEAD SCREWS
r 10 BALL STEELHEAD SCREWS
V/9HURSTEMRICANE
AN C II)1OLLER
4 V/9 BOLT RETAINER* VV/CSE IM EAIL
USED FOR NO(
THREADED SHKTS ONSECTION A—A (SIDE MEWL
BOTTOM SECTIONEC
T I VENTS PROVIDE 70 sq In REV ff SOM ff �IE
EM6' 251' 25�' "'1TT---25�' 25�' '125�' 25a' t�p��B:T((8� TYPICAL BOTTOM BRACKET/Y \ A ISIMECODI M OU SOE RA03M y/um 94
18'-D'MAX AIR FLOV EACH. N.T.S.
B IMPDAIED TD FHC 7!118 111129AI JRIR
INSIDE ELEVATION
N.T.S. MAX SIZE ,••••••••�
18'X 14'
DESIGN LOADS �•........... �•'
TV O(2)ROWS IF +42.0 PSF r
THREE(3)VENTS HR. -46.0 PSF Nm4
EOUALS 15 SQ INCHES �5,�� A '2/`�•fO"
V®BLOCK BEHIND EACH END STILE(2)PER SECTIO( SIZES SUBJECT M •� T
3 3/4'MIN. 1-1/2,X 2-5/8•X 20-1/2,(21'SECTIONS) 2 X 6 SYP OR SPF 0 TO WEIGHT STATE OF
�1 SIDERMM I� 1-1/r%2-5/8'X 17-1/r(16 SECTOB(S) (NO.2 OR BETTER) RESTRICTIONS ��• / (/�;'�
I I (j)20 GA CENTER STILES �5 �"""_:QCT:'•
OPTIONAL STOP MOULDING ATTACHED
WITH
(?1 CLINCHED.HINTS 20 GA GAL V.STEEL END LARGE MISSILE
V/FLEXIBLE SEAL AT THE TOP AND BOTTOM RAIL STILE ATTACHED WITH(7)
(SUPPLIED BY INSTALLER) AND ADHESIVE TO FACE INCHED JOINTS TO ODORS OPTIONAL VENT DETAIL/ \ IMPACT .....
SKIN ANO(?� AT THE T� N.LS Cj RESISTANCE
JAMB BRACKET ATTACHED TO AND BOTTOM RAIL
JAMB K V (1) %1-5/8• 2ka
GALV.STEEL TRACK /w/+/
LAG HOLT AND ATTACHED TO TRACK iHIt:NNE55.OBJ'
TRACK V/O)L4%5/8' o*� o >-" THE MEIH00 OF TESIINC WAS N SUBSTANTIAL
rr
SPLICE BOLT CONFORMANCE 1WIH 7HE PROCEDURE DESCRIBED IN ASTM
20 GA GALV.STEEL IINUVERSAL E330,ANS/bASMA 108,TAS 201 202 AND 203.THE
DOABLE END STILE ATTACHED 165 CARRIAGE COURT VISTO(-SALEM.NL 27105 WVJJHAf1RJ1a1
_ WITH(PJ RIVETS OR aINOEn PARES 9iowN ON THE DRAWINGS WERE CALCULATED MODEL 050 HEIUTAGE 1000, 2000
5 1/2'H X 18 G _ JOINTS TO DOORS SKIN AT TOP USNG ASCE 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET EO
(5'R-TRUSS) - AND BUTTON OF DOOR WIDTH N THE END ZONE,ROOF AT ANY SLOPE. MODEL 855 OAK SubouT (24ga) 1000, 2000
R3 14GOL DURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS WIND SPEED YPH 212 193 187 175 168 Short, , Flush k ODIC Summlt Panels
W/(3)1/4'x 3/4'HEX HEAD SCREWS E%POSURE LEVEL B C I C D I D SIDE WAN BT 9XI DAIE WAIN HAIFA
TRACK MOUNTING DETAIL MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 1 25' B MID BY EW I DATE IRC-9518-165-26-1
N.T.S. DIGNEM III=L SHUIU AE P.E.IMC.NA OHM I NU i OF J
•St 2.10 BALL STEEL
HURRICANE ROLLER
V/93STEM AND(2)
23. 12 GA. GALV. STEEL 13'GA GALV.FLAT LEAF HINGE 7/16'BOLT RETAINER USED FOR
STARTER PLATE ATTACHED W/(4) BRACKET ATTACHED V/(4)1/4'x 3/4' NON THREADED SHAFTS
SPLICE BOLTS OR RIVETS HEX HEAD SCREWS PER INTERMEDIATE ROLLER
2' GALV. STEEL TRACK B
.055' MINIMUM THICKNESS
LOW HEADROOM TRACK OPTION 5 I/2'18GA R-TRUSS ATTACHED •• •• (2)20 GA x 2 5/8'x 20 1/2'
V/(5)1/4'x 3/4-HEX HEAD UNIVERSAL ENDSTILE ATTACHED V/(2)
N.T.S. SCREVS AT EACH END STILE TIG-L{OC OR 1/8'RIVET AT TOP
ON TOP SECTION AND BOTTOM OF EACH SECTION
•o
ALT. LOW HEADROOM TOP FIXTURE an
N.T:E.
13 GA.FLAG BRACKET ATTACHED TO WOO O
JAMBW/(3)5/16 DIA X 1-5/8'LAG BOLTS
AND TO TRACK V/(4)1/4-20 x 5/8'TRACK ° ..'•'•"
SPLICE BOLTS AND NUTS °
V
SPLICE TRACKS AT THIS LDGTON
V/(4)I/4'-20 TRACK SPLICE BOLTS 4 NUTS
SECURE TO JAMB WITH(3)5/16'DIA x 1-5/8'
LAG BOLTS
WOOD JAMB ATTACHMENT TO STRUCTURE IEY DEMWTIOIOFWWM DATE BY
(SPLICD CD 5/l6'DIA x I-5/8'
LAG BOLT ATTACHED TO JAMB 2%6 V RTi A JAMB ATTR NM NT TO WOOD FRA cTR I R A C(IQECT M COM SDE RACDOM I/1 w
AT EA JAMB BRACKET 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 12'M(1 1/2'EMBEDMENT) B WBABD M FM 2DI0 11/d/11 RIR
HILTI KVIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) ••'••.
12 GA GALV.STEEL HILTI SLEEVE ANCHOR 3/6'X 2-3/4'STARTING 6'FROM ENDS THEN 10'O.C.(1 1/4'EMBEDMENT)
,IAMB BRACKETS ITV/RAMSET REDHEAD(TRU-HOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 22'D.C.(2 1/2'EMBEDMENT) MAX SIZE �••�.�'�p(./'y
7H17aKd( ATTACHED IC (O 1/4'-20 x 3/e' SIMPSON 1/4' X 3•TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS 18':14' .p.�.,��•�,q'�%•
Or
TRACK SPLICE HOLT L NUT (3'APART)AT B'OG<S 1/2'EMBEDMENT) DESIGN LOADS :•V—w(-•••�V
HILTI 1/4'X 2-3/4'KVIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF +42.0 PSF ND.4 -�j
FASTENERS(3'APART)AT 8'O.C.(1 1/4'EMBEDMENT) -46.0 PSF *.'z/j.AI O,�,�
RTi A IAMB ATTp NT TO GR R D
--MMS
D K(000 PSi .R HT) SIZES SUBJECT SPATE OF .,LY
HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 12'O.C.(1 1/4' TO WEIGHT
EMBEDMENT)(OR,USE FASTENERS FOR HOLL13V C-90 BLOCK) RESTRICTIONS •• '�LlWvP••
xLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. •••:'A'/ONAL ••-
�PREPARATION OF WOOD JAMBS BY OTHERS IMPAC MISSILE .........
."'.
VOOD CORESISTANCE
NCRETE HOLLOW BLOC GROUTED BLOC
i STRUCTURE STRUCTURE ISTRUCTURE STRUCTURE .�K�/
z '��(y•'�\�n/LlMryry\��il/moi
A w
s
SEE(TABLE 2) FOR )65 CAR
LI RIAGE COURT VIHStON-SALEM.HG 2710 VWV.N(ARRIJN
JAMB BRACKET SPACING Imo{' MODEL#950 HERITAGE 1000, 2000
STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS t/2'MIN 2-3/4'MIN 1-1/2'MIN 4' MODEI. /855 OAK S[JM10T (24afl) 1000, 2000
N.ts 2X6 JAMB Sho Lo Flush & Oak Summit Panels
TYP. 3'MIN SREJ OIGN BT SIMI DATE ONM70 XUIHR
g DED®BY BIM DATE 06171U IRC-9518-165 26-1
FNMM WW L.NEW PE M N.0018579 1 NU 2 OF 3
TABLE 1 TABLE 2
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE
HEIGHT BtMT#21#3 #4 #5 #6 #7 #8 HEIGHT A B I C D E F G H I I J K L M N S
14'0" 21" 21" 21": 21" 21" 21" 21"` 21" .6`6" 3" 14" 27- 38" 46" 56 64" 70"-
13'6"
013'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 3" 14" 27" 38" 46" 56" 68" 76"
13'0'!, 21" 21" 21" .18" 18", 18'1 18'. 21"• :T 6"; 3" 14" 27-' 38" 46" 56" 687 78" 82",
12'6" 21" 18" 18" 18" 18" 18" 18" 21" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88"
12'0 21" '21" 21" 21" 21" 18" '21" 8'6" 3" 14" 2T' 38" 46" 56" 68" 79' 88" 94"
11'6" 21" 21" 21" 18" 18" 18" 21" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"
11'0",. 21" 18", 18" 18" 18" 18" 211' 9'6" 3" 14" 2T', 38" 46" 56 68" 78" 88" ,98" 106"
10'6" 21" 21" 21" 21" 21" 21" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 117'
-21" '21" 21" 18"J"18" 21" 10'6"= .3' ;14"2T', 38" 46' 56'` 68" 78" 88"100'1 110"
9'6" 21" 18" 18" 18" 18" 21" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"110" 124"
9'0" 18" 18" 18" 18" 18" 18" 11'6" 3" 14" 2T' 38" 46" 56" 68" 78" '89' 100"110"1120" 130":
8'6" 21" 21" 21" 18" 21" 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110"122" 136"
•21" 16' 18" 18" 21" 176" 3" W" 2T' 38" 46" 56-1 61T 79' 88" 100"109"122"132' 142"
7'6" 18" 18" 18118".18" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114"122" 134' 148"
P46i='6
21" 21" 21 =# 13'6" 3" :14" 2T' 38" 46" -56" 68" 79' 88" 100"109"122"134"144" 154"" 21" 18" 18" 21" 14' 3" 14"127138"146" 56" 68" 78" 88" 100"114"122"1134"1146"1 160"
ALL TRACK ATTACHMENT SPACING'+/-2'ALLOWED WITH SYP NO. 2 OR BETTER ONLY
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 OF:
+378.0 LBS/FT & -414.0 LBS/FT RFV DEXIM pR DT 0WIS DATE JOY
1 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED A 0005'U 1D OBM SIZE RA0000 13pvm I-
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.022)MIN.EXTERIOR SKIN B BPDA1TD 10 FB021X0 11/29/11 IM
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
5.DOORS USE(1)5.5"18GA R-TRUSS PER SECTION ....•..••a
AND(1)3.20GA STRUT ON THE BOTTOM SECTION. MAX SIZE
6.REFER TO TABLE 1 FOR SECTION CONFIGURATION. 18 x 14
w j o 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED DESIGN LOADS ���-A,a,�' ••�:
_ +42.0 PSF '•J r •••
o BY A REgS7RED PROFESSIONAL ENGINEER FOR YAND LOADS
o _ INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. -46.0 PSF
No.4
1 1
129 '4011
Zd 3 SIZES SUBJECT
70 WEIGHT STATE OF
RESTRICTIONS
LARGE MISSILE
INTERIOR OF GARAGE IMPACT • ......
MAX. WIDTH 18'0' RESISTANCE
1 1 VERTICAL JAMB
DESI
2karr
+378.0 LBS/FT
-414.0 LBS/FT
AVAILABLE TRACK CONFIGURATIONS 1w C wLAGE m T vaam�-sKo�,xc znm vw�uuaacaM
N.T.S. SEE NOTE 2 ON PAGE 3 MODEL 0950 REMAGE 1000, 2000
MODEL 855 OAK SUA1biI'f (24ta) 1000, 2000
Short, Plush & Oak Summit Panels
SKI DRAN BY SRI 817E I WAWE"M
B I OM BY BW I DAIE 06/l/07 IRC-9518-165-26-1
FROM IN=L 911 ME PE M k 0018579 I MT 3 OF 3