HomeMy WebLinkAboutProduct Approval R„�.rrF
' �' tl a• 6'Y� g � � � ` � 4 Z� r xrl!v �t§t s t }V � Grra'
,rR• � �" fl,n�>s< `§wv, �.. xIa 4 1a ' �?'�' e b„yL „�
BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications f Contact Us BCIS Site Map Links ! Search j
Florida ,
Product Approval
USER:Public User
0 -
8 f°�arer%i'
Product Approval Menu>Product or Apolicatlon Search>AAvoiication List>Application Detail
„y ` FL# FL7152-R8
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
robert.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
1 j Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Thomas L. Shelmerdine
the Evaluation Report
Florida License PE-48579
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 01/01/2099
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL7152 R8 Statement of Independence 2017.—if
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM F588 2007
DASMA 108 2012
DASMA 115. 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
L7
F152 Ruiv8 EqDASMA 108 and 1152005 vs 2012.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/21/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
7152.1 Heritage(M950),Oak Summit(24 9'wide 24 Ga Heritage and Oak Summit 1000 and 2000
Ga only, M655) Models 950,950i,655,6551
Limits of Use Installation Instructions
Approved for use in HVHZ:YesL7F 152 R8 II IRC-9509-180-21 Drawing 7-10 FL Rev.pdf
Approved for use outside HVHZ:Yes Verified By: Thomas L.Shelmerdine FL PE 48579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +51.1/-60.3 Evaluation Reports
Other:Glazing is not available.Approved for use in HVHZ. FL7152 R8 AE 8117-11 to -16.pdf
FL7152 R8 AE Heritage doors with wood overlay.pdf
FL7152 R8 AE IRC-9509-180-21 Evaluation Report 7-10 FL
rev.pdf
FL7152 R8 AE Salt Spm Test update FL 7152-R5.pdf
Created by Independent Third Party:Yes
7152.2 Heritage(M950),Oak Summit(24 9'wide 24 Ga Heritage and Oak Summit 1000 and 2000
Ga only, M655) Models 950,9501,655,6551
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL7152 R8 I_1 IRC-9509-169-15 Drawing 7-10 FL.pdf
Approved for use outside HVHZ:Yes Verified By: Thomas L. Shelmerdine FL PE 48579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +45.3/-51.2 Evaluation Reports
Other:Glazing is not available.Approved for use in HVHZ. FL7152 R8 AE B117-11 to-16.pdf
FI-7152- R8 AE Heritage doors with wood overlay..pdf
FL7152 R8 AE IRC-9509-169-15 Evaluation Report 7-10 FL
rev. df
FL7152 R8 AE Salt Spray Test update FL 7152-R5.pdf
Created by Independent Third Party:Yes
7152.3 Heritage(M950),Oak Summit(24 16'wide 24 Ga Heritage and Oak Summit 1000 and 2000
Ga only,M655) Models 950,9501,655,6551
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL7152 R8 II IRC-9516-169-26 Drawing 7-10 FL Rev.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas L. Shelmerdine FL PE 48579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +45.8/-49.3 Evaluation Reports
Other:Glazing Is not available.Approved for use in HVHZ. FL7152 R8 86117-11 to-16.12df
FL7152 R8 AE Heritage doors with wood overiay_.pdf
FUI52 R8 AE IRC-9516-169-26 Evaluation Report 7-10 FL
rev.pdf
FL7152 R8 E Salt Spray Test update FL 7152-R5.pdf
Created by Independent Third Party:Yes
Bazk Next
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
mall to this entity.Instead,contact the office by phone or by traditional mail.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:
eChu-k M
Crede Gard
Safe
TABLE I TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTSSection Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 1 #3 #4 #5 1 #6 1 #7 #8 _ Panel Type (Measured from Left Edge)
A B C D E th Ist 2st 3rd
Zl" , 21sx
, `21.11:1
13'6" 21 21" 21" 21" 21" 18"1 18" 21 (ft) (in) (in) (in)
4;,-V�CL,� ShoV,�,,�� 24_812`- ":KAB 000,-,'�,,
7' 51/2" 16" 37" 58" 76 1/2" 31� I..
'
A- 81'�
'ez';821/7' 2.1 �2 4 1. `_A 1.8�p�11 �' 1 8110 Long 24.000 48.000 72.000
851/2 16" 34" 52" 70" 881/2' 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 8'0 Bead 24625 48.000 71.375
9' 5 1/2" 13" 31" 49" 67" 86' 1001/7' 11'6" 21" 21 2 Long 24.600 49,000 73.500 21" 18" 18" 18" 21" _V�2_ Bead 25.125 49.000 72-875
To-q": "5 2SiMdrtw41'�-'24580`z-'-'.50;0D0P-,-,z75.420P,
10' 5 1/2" 16" 3T' 58" 76"194" 112 1/2" 10'6" 21" 21"121" 21" 21" 21" 8';4 Long 25.000 50.000 75.000
'S 11.2 ""I�V"
'2, -, '�2.4",J- -11" 2-1 r,!'
1-,iL79.- "1,4 3J.8,112',! 8'4 Bead 25.625 50.000 74.375
2E]��L - 11 �`% -, i�
11' 51/2" 16" 34!' 52" 70" 88" 106" 124172" 9'6" 21 18"
18" 18"1 18" 5 1.000'. 1;,75.971,:;:
7
8%6 Long 25.500 51.000 76.600
_10 8%6 Bead 26.125 51.000 75.875
12 5 172 15' 3T' 58"--79" 100",118" 1361/2' 8'6" 21" 21" 21" 18" 21" 77
8,87 77:Short X26.659 ;��,,52* 00_"x,';
M JV,, $452,3 70a"88_t7g,a Q§ 14ZAIZ" %,,8,t01,1:1'!;tY.eZI 418111;�Allla�,"'r�148.1&1 ,ZV�1'_"' 8'8 Long 26.000 52.000 78.000
13' 5 112' 16' 37" 58" 76" 94"1112" 13 148 1/2" 7'6" 18" 18" 18" 18" 18" 8':8 Bead 26.525 52.000 .77.375
-----7-7--- 27.034
1541.1/2' 37, _-V �_,2 -
1_-Z g�2_- tk "53X00;Tff, -9661i'�'�
14' 5 112" 16" 3r- 58" 79" 1010"1121" 142' "16 / 1-187 7_87-F,7, 8'10 Long 26.500 53.000 79.500
6'6" 121" 8'10 Bead 27.125 63.000 78.875
TABLE 3 ,27, .404°;
596- �
DOOR TRACK ATTACHMENT SPLICE 1 9')
2
11311.000
Long 27.000 54.000
-HEIGHT A B C D E F G H I J K L M N S Bead 27.625 64.000 80.3 1 75
:e t I
;5_45"' 15w'
�R&R' i�r 10.�k'0 �g o'-VA
7' 31' 1 4" 2710 38" 46" 5611 68-1 76" 0 1 mwm(F EVM I- �y
A IMMMI)2VFMMM95&FG3MEDIOS-11-MIS(V
81 3" 1 1411 27" 38" 46" 56" 68" 78" 8811 aIL-OummmCma I loppi on
MAX SIZE
�3 T 46
"Affl, , 2 '5'_' [05��
n-A �f N.,P, � V �z
91 DESIGN LOAD
. ..........
31' 14!' 27" 38" 46" 56" 68" 78" 88" 1001, +51.1 PSP'-Z %%�� E Na�;-. .�-' 5 2
-60SS 7' 106, .3 PSF
Az No 0048579
10' 3" 14" 27" 38" 46" 56" 6811 7811 88" 100" 112"
NIF Aa
LARGE MISSLE
IMPACT
11' 3-1114" 27" 3811 46" 5611 68" 78" 88" 100" 110" 124" RESISTANCE 0 R% o
E
FL
12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136"
7-- -8 �r - GZ' -�QP� 112
-7-;, 2karr
4Z
13' 3" 14" 27" 38" 46" 5611 68" 78" 88" 100" 114"Wj!2.1„ Li';' 148" 165�ME CM��ST04-SALEN,� 27105�AMW�
MODEL 950 HERITAGE(24 GA)1000,2000
A4
MODEL 655 OAK SUWW(24 GA)1000,2000
SHORT,LONG,FLUSH,AND OAK SUMMIT PANELS
T;Z 134" 144';13`611 5111
47 19T,
14' 3" 1411127" 138-1 46" 56" 68" 78" 88" 100" 114" 122" 134"1146" 160" MkVGKW
I SzE��,y A. DATE o3p4p o(C-9509-180-21
ALL TRACK ATTACHMENT SPACING+/- 2- ALLOWED WITH SYP OR SPF NO.2 OR BETTER ONLY I 1=3 cr 3
I
I I
SPEGFlCATONS 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. INTERIOR OF GARAGE
+230.0 LBS/FT & -271.4 LBS/FT
3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED — MAX.W1DTH 9'0•
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTERFINISH
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. DESIGN LOADS®
USE(1)3 5/6'R-TRUSS PER SECTION +230.0 LBS/FT SEE NOTE 2
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 -271.4 LBS/FT
ON PAGE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS 1
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
1
MM
WOOD JAMB ATTACHMENT TO STRUCTURE A OF wH
I A AILMAIW W20OF0C MTS�fcR3l�OB-11-089(8
2 1 6 V'LAG JAMB ATTACHMENT TO V00➢FRAY,F STRUCTURE B mmom C310 I03J31 DC
5/16'X 3'LAG SCREVS STARTING 6'FROM ENDS THEN 20.O.C.Cl 1/2•EMBEDMENT)
VERTICAL JAMH ATTACHMENT TO 2➢DD PSI C!)NCR<TE MAX SIZE g glelll[ie1;p �^
HILTI KV1K BOLT 3/B'%4'STARTING 6'FROM ENDS THEN 24.0.C.G?1/2'EMBEDMENT) e' 14' - A�°a tAd
HILTI SLEEVE ANCHOR 3/B'X 2-3/4•STARTING 6'FROM ENDS THEN 1B'O.C.0 1/4•EMBEDMENT) Me ti'0 CJ�' f1�(47 aP9
ITV/RAMISET REDHEAD RRU-BOLT)3/e'X 4'STARTING 6'FR ENDS THEN 24'6C.l2 L2'EMBEDMENT) DESIGN LOAD gg��JJ e� P,.••"c"••.,F p 2
I I 2 X 6 VERTICAL IAMB ATTACHMENT 70 HOLLOW C-__HLDCK }51.1 PSF a" ;''>i�"���+Emg %�O�'` ee
SIMPSON 1/4'X 3'TITEN SCREVS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS W E '•�= :2
(3'APART)AT 8'U.C.(1 1/2'EMBEDMENT) -60.3 PSF G�$�',�"' i`0 0040579
HILTI L4'X 2-3/4'KV1111.N-SCREVS STARTING 6'FROM ENDS,USE PAIRS OF
FASTENERS I3'APART)AT B'D.C.li 1/4'EMBEDMENT)
2%6 VERTICAL JAMH ATTACHMENT TO GROUTED 0-4➢BLOCK 12DD0 PSI GREET,',
RDUT) s w�• / 1 ` w�a
g HILTI SLEEVE ANCHOR 3/e•X 2-3/4'STARTING 6'FROM ENDS THEN 22'O.C.C11/4' e- .�;t!' �'
EMBEDMENT)IDR,USE FASTENERS F13R KOLLOV C-9D BLOCK) LARGE MISSLE V� ,_R
IMPACT Gui'R `v:(�`��t% ^p`°�\
C
-LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. RESISTANCE r�.�t) ......... t4/�•.
.PREPARATION OF WOOD JAMBS BY OTHERS
rFdInclaeiiF9G� 9�
WOOD CONCRETE IHEILLUV BLOC f L
STRUCTURE STRUCTURE STRUCTURE GROUTED BLOC
STRUCTURE ��'/)')b���
' 2 �.�/'
3/2'MIN 2 1-L2'MW t� 7105�AK�MCM
MODEL 950 HERITAGE 24 A)000 200
I I
2X6 JAMB YODEL 655 OAK SUMMrr(24 GA)1000,2000
Tn' 3'MIN SHORT,LONG,FLUSH,AND OAK SUXW PANELS
AVAILABLE TRACK CONFIGURATIONS SMI WO BY ILL DAH 03230 DRAIN RIM
N.T.S. B am BY AAE DAZE 034/01 IRC-9509-180-21
SIM 2 D 3
ADJUSTABLE ROLLER CARRIER
ATTACHED V/EP)1/4'X 1/2' 14GA DURASAFE 3 G0.FLAG BRACKET A71ACHED TO WOOD
BOLT L NUT PER BRACKCT CENTER HINGE ATTACHED JAMB
O V/(4)114•x 3/4• V/t3)5/16 DIA K 1-5/0'LAG BOLTS AND TO
HCX MEAD SCREWS 2•THICK 3 GA COMMERCIAL BTR 5 AN 4)714•-120 X 5/8 TRACY SR.TCE
TOP FIXTURE ATTACHED V/
s...y. 3 5/8.22GA R-TRUSS ATTACHED A 1/4•x 3/{•HEI(MCAD SCREWS
ADJUSTABLE$UBE BRACKET ATTACHED '
12 G0.GALL C@DERUAL v/ttti t/4'X 3/T V/t2)1/4'x Ile BOLT Alm?Alts
7012 ROLLER BRACIET [%.r HEX HEAD 41ER S AT ::.:._�:•: r/BA4G p(� SKN
AT
V/(4)1/4•X - EACH CENTER STAB
3/4•HEI HEAD SCREVS ".'.' 2.10 BALL 17EE1 `..
PER BRACKET •0`'"' 5•HON STEM ROLLER :?'' SPUCE TRACKS AT THIS LOCATION
-20
TYPICAL TDP FIXTURES 1 ry �, SEC%E if �B HIM TRACK�u/1"OWL73 k NUTS
NTS CURE (�3/18'DIA v 1-S/8'
SEE(TABLE 2)ON PAGE 3 FOR S
RECOMMENDED SEC TUD+COIrIFANRATImH A TYPICAL DURASAFE CENTER HINGE (s1+uCL�
LA e/16-OA v im To
q.m
LAG 0.�A�IXR JAMB
R-TRUSS PER SECTION '
12 GA GALV.STEEL
1 7 tiHR AKH)I ATTACH=ED RA W%(1)1/4'-20
(T� N TRACK SPLICE BOLT k NUT
STAB STIFFENERS
LOCATk9 E HINGE HO F
ON 7012 SECTIO??ONLY LY
THROUGH FEES r02 STRUT C/m HINGE E
H ATTACHMENT(IF STRUT l4 DA
. ,.i IS REOIURED) D .
SEE(TABLE (E PAGE
NOR JA11H BRAC ET SPACING
7 B C TRACK CONFIOURATION FOR 6'6'UP TO 14'TALL DOORS
A C 3 5/8-H K 22 W (3 5/8'
STAB TYPICAL STILE STIFFENER/c \ R-TRUSS)cALV.STEEL R-TRUSS
LOCATION' A J ATTACHED 114'x 3/4'
SEE TABLE{LA PAGE 3 SEE(TABLE D ON PAGE 3 N.7.S
FOR STILE 0.ACEMENT FOR STRUT SPACING HEX HEAD SCREWS AT EACH END
STILE AND f2)114'x 3/4'HEX
9'-0•MA% VENTS PROVIDE 70 In
HE
SCREWS AT EACH CENTER
_ INSIDE ELEVATION a
c6z R b.rDR Epux`i L
N.T.S VENT)OF IDIDBSTRUCTED
ADJUSTABLE SLIDE BRACKET 14 GA DURASAFE AIR FL13V EACH
ATTACHED W(2)114-20 X END HINZ ATTACHED 2' PA STRUT AT
5/0'TRACK BOLTS AND NUT V/(2)1/4'x 3/4• BOTTOMPAM
MEN HEAD SCREWS
N GA DURASAFE AJU'TABLE ONT.STEEL STAINER �y n ff H10O6 DATE Jay
ROLLER CARRIERS ATTACHED TO TWO tP)ROWS N'THREE 4) V/BOTim(SEAL
3 9/8'22GA R-TRUSS V/(2) 4GA DURASAFE VENTS EOVALS l5 SEL, /r
1/3 X 3/11 NEX HEADS ROLLER CARRIERS ATTACHED I--D'—�� A MIi.4'170f 8)$BF�1��kfR�C6-11-08 9fY
70 END STILE V/(3)1/4•x 3/4'
HEX HEAD SCREWS PER CARRIER OT 5ECTION A-A (SIDE VIEW, 8 mmlo mo 10/D/It OFC
t kT.S.
�'�-' 2'10 HALL STEEL MAX$HZE - `}snaa7 ot:yrQn
3 5re•2260. - 7 LONS STEM ROLLER 9'K 14• �A,S•• C4y`� �C�I �LL
LARGE MISSILE DESIGN LOADeA`17
R-TRUSS SLIDE LOCK DIGAGES INTO VERTICAL OPTIONAL VENT DETAI� O Qn pE.H 9'
ATTACHED V/4% '°'�:�._.. TRACK ON BOTH SIDES 9/e•KIN N,T.S. 6 +51,1 PSF = �e rl•:�� SF". r r�P
1/4• 3/V4 HE% -60.3 PSF
HCAD SCREWS ENGAGEMEM(SNAP LATCH.OR LOCK IMPACT RESISTANT t:d e� No OL'4 9 tn%;$
eAR DPTUW&)ATTACH 11/(2)VI•x yE
ll
3/4•HEX HEAD SCREWS iq 3 *i
TYPICAL DURASAFE ENO HINGE Oh .•LU
THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE s'
LARGE MI5%E «�
WITH THE PROCEDURE DESCRIBED IN ASTM E330,E1886, p'/.x• v
20 GA GALV.STEL END s7AE 5/16'x 1 5/8•uc IMPACTS '4 (A'•C �P'�\fie'° �3:
STP MNX)1mNc r 2DGA STRUT E7998,F588 AND AN51 ASMA 108, 715.THE PRESSURES + L e
3 3/4•MRL W/flE10B1E SEAL ATTACHED WITH a)TOG-L-L SCREW(D 1207 ATTACHED v/ RESISTANCE +� IyO Ss;••,i s•••r��.�f.A 3
�I IIOER HI (SUPPDED BY)IST JAMB BRACKET SHOWN ON THE DRAR7NGS WERE CALCULATED USING ASCE 1
I (3)20 G0.CENTER STIfLCS 7CG-L-LLOC �TOP AND HEX)EFn SCREWS 7-10 PATH THE FOLLOWING PARAMETERS(5 FEET OF DOOR S '''sh�dl:•+ptp 6t` �
ATTACHED WITH t2) BOTTOM RAA AT END AND CENTER _ WIDTH IN THE END ZONE.ROOF AT ANY SLAPE: FL „
lOG-L-LOC AT THE TOP AND (1)7/18'DIA, STABS
BOTTOM RAA AND ADHESIVE BaLT REraNLR WIND SPEED MPH 232 270 200 191 183
TO INTERIOR FACE\ PER ROLLER B EXPOSURE LEVEL B C C D D
MEAN ROOF HEIGHT 30' 1 15' 1 25' 15' 1 25'
165 CARRIAGE-L'lDRT vD6T@1-SALfl9,xG 27105 vvvJJMRRWN
BOTTOM BRACKET MODEL 950 HERITAGE 24 GA 1000,2000
V W ALL STEEL 13 GA ATTACHED
5•LGN STEM ROLLER HEX
HHCAD SCREWS SHORT.LANG.FLU' MODEL 655 OAK B�•D OAK 24 Q 181J7/3DT PANELS
Sre•H X 22 GA TR GUV.STEEL TRACH
tU 1/4-20 x 5/8•TRACK t3 5/8•R-TRUSS, TRACK THICKNESS.Z. SR IBM BI ON DATE 03111(07 OF.I7DFE aw
SPLICE DOLT AND NUT PER CONT.VERTICAL JAMB 2X TYPICAL BOTTOM BRACKET4
JOB!BRA TRACK MOUNTING DETAIL (N0.2 swdl BETTE
DR s"rR) N.T.S. — B me By Am DATE wp41m IRC-9509-180-21 I
N.Y.S. 9@T 1 or 3 I