HomeMy WebLinkAboutProduct Approval; Storm Panels ShutterFlorida Building Code Online
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m .Product Approval
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E yy Product Approval Menu > Product or Application Search > Application List > Application Detail
sluffmm"2 FL #
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived r
Product Manufacturer Town and ouC ntry,'fnd.ustries,
Address/Phone/Email 00 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory &form P.Qels `
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ry Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Frank I. Bennardo
developed the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
F, Validation Checklist - Hardcopy Received
Certificate of Independence FL12856 R4 COI Cert Indep.pdf
FL12856 R4 COI Cert Indep2.pdf
FL12856 R4 COI Cert Indep3.pdf
Referenced Standard and Year (of Standard) Standard Year
,M T686 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201 1994
TAS 202 1994
http: www. oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4b...
8/25/2014
Florida Building Code Online
Page 2 of 3
C
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method _Method 1 Option D
Date Submitted
10/25/2013
Date Validated
10/25/2013
Date Pending FBC Approval
10/29/2013
Date Approved
12/13/2013
ry of Products
FL # Model, Numbe�oNam
Description
128 65 ��; 04050 Aluminum Storm�P.anel ,
O05IIAluminum Storm Paneb;�with O"ptionalTGlear+Panef
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12856 R4 II Dwg09.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes
Created y dependent Third Party: Yes
Design Pressure: N/A
Ev`a' nation Reports
Other: Shutter meets requirements for "Wind Zone 4"
IIET16Z856 R4 A 02-09odf
and Missile Level "D" as defined in ASTM E1996. See
'T 12856 R4 AE Eva[ rot09.r)df
installation instructions for specific Design Pressure
Created by Independent Third Party: Yes
Ratings by size, additional use limitations and installation
Instructions.
12856.2 "Safety Edge" Storm Panels
"Safety Edge" Storm Panels, 28ga (0.018"") Steel,
0.022" Alum (Pert and Non -Pert), Clear Polycarb (Full
and Half)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12856 R4 II DwQ3.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +54/-54
Evaluation Reports
Other: This product is not valid for use within the
FL12856 R4 AE Eval Rpt3.pdf
HVHZ. See Evaluation Report and engineering drawing
Created by Independent Third Party: Yes
for additional limitations and conditions of use.
12856.3 0.050" Aluminum Storm Panel
0.050" Aluminum Storm Panel with Optional Clear Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12856 R4 II Dwg2.pdf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Shutter meets requirements for "Wind Zone 4"
FL12856 R4 AE Eva[ Rpt2.odf
and Missile Level "D" as defined in ASTM E1996. See
Created by Independent Third Party: Yes
installation instructions for specific Design Pressure
Ratings by size, additional use limitations and installation
Instructions.
12856.4 Aluminum Hinged Storm Panel
.050" Aluminum Non -Porous Hinged Storm Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL12856 R4 II Dwg.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo PE#0046549
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Shutter meets requirements for "Wind Zone 4"
FL12856 R4 AE Eva[ Rpt.pdf
and Missile Level "D" as defined in ASTM E3996. See
Created by Independent Third Party: Yes
installation instructions for specific Design Pressure
Ratings by size, additional use limitations and installation
instructions.
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Product Approval Accepts:
... ® Ed
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1
jq
28ga (0.018") STEEL & 0.100" POLYCARB
f_2"� PERFORATIONS
T 0.018° GAI_V STEEL (OPTIONAL)
0.378" SAFETY EDGE
nahaN j o,.\ `3.125"i' (1/4"YP)
0.378
�4.844-} 4,844'--- I r
��_�_ 12" COVERAGE
13.5" TOTAL WIDTH ----
---
&STEEL STORM PANEL PROFILE
'il' a 4" = 1'-0.. ' SECTION
0.100" POLY- �2"1
CARBUNAI
1.216" f 1.216"'
N
i- .000"- ..... _._... i-5.00W--�
1.25"
.-._.---12.5" COVERAGE..._.___.._..__._.._.......___.._......___.........
I5" TOTAL WIDTH ____.-_.--..___.._._ ................._._..._ ..
POLYCARB STORM PANEL PROFILE
1C 4-> V-O" SECTION
- WIDTH UNLIMITED ---------
TOP h10UNT MOUNTING[_'-
(CONN AS REQ'D) SECTIONS]
-BOTTOM MOUNT '--•-- -
(CONN AS REQ'D)
1 TYPICAL ELEVATION
1 N.T.S.
16" 4
1/2"
r j D D_..
. 11
D '
2 I 0.01B" GALV STEEL
0.378" PERFORATIONS
�a (OPTIONAL)
1.25" i /4 T YP) GE
I \T
f;o.378"
------7.531" TOTAL WIDTH
STEEL HALF -PANEL PROFILE
1 b 4" = 1'-0" SECTION
0.100" POLY-
-�...._.._._ \ _ CARBONATE
0 75" � (i0.030")
l....l� O.75-
�6.25" COVERAGE
-----_----8.413" TOTAL WIDTH-----�II \`/x!
1
POLYCARB HALF -PANEL PROFILE
1d 4" = 1'-0" SECTION
OPTIONAL
2 PERFORATIONS
PLAN 3" = V-O" F..]_F..V
VIEWS 1
l` \
3/0" \
/ �.._._...T_ 1
5/B"
-UL-L /
�\\..._l..__..._.__.... _...........
.........�
i3 KEYHOLE PUNCH
1 J 6" = 11-0" ELEV
0-085" MIN
0.675" THICKNESS.. ._...__._...._.. _ 05116"
o - 1/4-20 STUDS
o. - / AT 12" O.C. i
�-2.000" 1 KEYHOLE
STUDDED ANGLE WASHER
6" - 1'-0" 6" = I`W
>r
(.--._r nm. s•nnz-......_._._........, ,._._.....__._->.'nn+, s•nrx __-__......,
ALUMINUM STEEL J-PAN
4 CLOSURE 5 CLOSURE
a" =1'-a' 4" = 1 -O,
GENERAL NOTES:
1) TI1I5 SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE
MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT
EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE PER ASIh1 STANDARDS E330, E18861 & E1996.
2) NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN
USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION
FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING
CODE. PRESSURE REQUIREMENTS AS DETERMINED IN
ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES
LIS I ED HEREIN FOR ANY ASSEMBLY AS SHOWN.
4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NO
PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SIl'E
CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
CONJUNCTION WITH THIS DOCUMENT.
6) TIME ADEQUACY OF TIIE EXISTING STRUCTURE TO WITI ]STAND
SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS
CERTIFICATION AND SHALL BE VERIFIED BY OTHERS.
7) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH
0.018" (MIN) GALV STEEL PANELS SUCH THAT NO TWO
POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER.
8) ALL PANELS SHALL BE INSTALLED USING KEYHOLE WASHERS
IN CONJUNCTION WITH ALL MOUNTING CONDITIONS.
9) ALL GALV STEEL STORM PANELS SHALL HAVE MIN
GALVANIZED THICKNESS L-0.018" CONFORMING TO ASTM A653,
STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED
COATING AND MIN FY=44.59 KSI.
10) CLEAR POLYCARBONATE STORM PANELS WITH 12.5"
COVERAGE SHALL BE MFD BY TRANSPARENT PROTECTION
SYSTEMS, Inc, AND THOSE WITH 6.25" COVERAGE SHALL BE
MANUFACTURED BY TOWN & COUNTRY INDUSTRIES, Inc. ALL
POLYCARB PANELS SHALL BE EXTRUDED WITH MIN THICKNESS
t=0.100" (i0.010") AIJD SHALL BE FABRICATED FROM 100% G.E.
SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN #103-112 (UV
STABILIZED) OR EQUIVALENT. THIS MATERIAL IS COMPARABLE TO
G.E. LEXATI POLYMER SHEET 49034, AS APPROVED UNDER
MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE #03-0924.01.
MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE
STRENGTH FY=8.906 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, E,
FLEXURAL MODULUS IS 328.7 KSI.
11) ALL EXTRUSIONS SHALL BE 606346 ALUMINUM ALLOY,
UNLESS IJOTED OTHERWISE.
12) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM
OF ONE LABEL PER PANEL AS FOLLOWS:
TOWN & COUNTRY INDUSTRIES
FT. LAUDERDALE, FL
ASTM E1886, E1996 & E330 MISSILE LEVEL D
FLORIDA PRODUCT APPROVAL NUMBER
13),STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE
MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS.
REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF
MIAMI, FL) TEST REPORTS 04-004, #04-005, & #04-006.
14) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED
HORIZONTALLY WHERE APPLICABLE.
15) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL,
GALVANIZED STEEL, STAINLESS STEEL, OR 2024-T4 ALUMINUM
ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI.
05-TCM-0001
I
EXISTING HOST
STRUCTURE
a'L MINIMUM
EXISTING �SEPARATIOPJ�
GLAZING PER
l SCHEDULE
ANCHOR PER
ANCHOR SCHED
a
w
z
a
ia
f
IV
1/4-20 x 3/4
S.S STUDS
AT I2" O.C.
y� L1/4• MAX
ANCHOR PER ANCFIOR
SCHEDULE
i MOUNTING SECTION
2 3° = 1.-0"
SPAN SCHEDULE
20ya (0A018"), GALV STEEL_I?ANELS
MAX LOAD: 1:54.0 psf
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS)
MIN SPANS: 26" (DIRECT MOUNT TOP & BOTTOM)
16' (ALL OTHER CONDITIONS)
Q.100" CLEAR I?OLY(_'ARO FULL [HALF _PANELS„
MAX LOAD: t54.0 psf
MAX SPAN: 9'-2° (ALL MOUNTING CONDITIONS)
MIN SPANS: 24" (DIRECT MOUNT TOP & BOTTOM)
15" (ALL OTHER CONDITIONS)
*I
EXISTING HOST r�
STRUCTURE, "fYV F -BEND PANEL AROUND �� w N ^+ '
��f J 1/4° >LS
CORNER & STITCH TO!,2" TO 5°—f MAX G' ADJACENT PANEL . . S WITH 1/4-20 BOLTS�INGNUTEDz4'f 61/4' iINGNUTS AT 24" W xI Z
1/2" MIN ,� MAX O.C. (TYP)>a LL WOVERLAP 177GIE FASTEN PA'' Z o Y - EXISTING HOST u ID E
ANCHORS AT 1.7° O.C. (JIBE AMY HOST STRUCTURE OR VAR STRUC_T_URE _ -Wb
Z>
' ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE -- i 3 u
W' w
TRAP MOUNT CLOSURE (TOP &BONVALLET
CORRUGATION VALLEY 466
I�11 W E 3
3° = 1'-0" PLAN V[EW CLOSEST TO CORNER to W (EACH SIDE) A p
4 CORNER CLOSURE
Il
��
2 N.T.S. PLAN VfEN/
1/4"
_ _._........ ....
to
u_
" l ~
`
MAXy
\�
1..nAx
'
p m
pig.
Z 3
�M
.;_j --EXISTINGHOST
STRUCTURE
s WALL MOUNT CLOSURE'..
2 3" = 1'-0"
PLAN VIEW
.Q
m
�o
g
�
GLASS SEPARATION
SCHEDULE
(REQUIRED ONLY IN ASTM WIND ZONE 4 AND
ESSENTIAL FACILITIES)
a0.0 tB_) GALV STEEL PANELS
• M.GLASS SEPARATION FOR INSTALLATIONS
AT OR BELOW 30' ABOVE GRADE: 5.375"
• MIN' GLASS SEPARATION FOR INSTALLATIONS
GREATER THAN 30' ABOVE GRADE: 5.375"
0.100" CLEAR POLYCARB FULL-/HALEPANELS
• MIN. GLASS SEPARATION FOR iNSTALIATIONS
AT OR BELOW 30' ABOVE GRADE: 7.350"
• MIN. GLASS SEPARATION FOR INSTALLATIONS
GREATER THAN 30' ABOVE GRADE: 5.375"
GLASS SEPARATION
SCHEDULE NOTES:
1. GLASS SEPARATION SCHEDULE
PROVIDES MINIMUM SEPARATION
DISTANCE REQUIRED BETWEEN EXTERIOR
FACE OF GLAZING (OR OTHER PRODUCT
BEING PROTECTED) AND INTERIOR FACE
OF INSTALLED STORM PANEL.
2. SEPARATION DISTANCE PER THIS
SCHEDULE 15 REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
3. SEPARATION FROM GLASS IS
REQUIRED ONLY WHEN INSTALLED
WITHIN ASTM WIND ZONE 4 AND
ESSENTIAL FACILITIES.
MAX
MA/�
'I a5
ANCHORS AT 17" O.C.
(USE ANY ANCHOR
FROM ANCHOR SCHED)
EXISTING HOST
STRUCTURE
- 1
BUILD -OUT
5 MOUNT CLOSURE
2 3" ='..W PLAN VIEW
5'g�g
O P=NTRWIXL6RVJ OP1
05-TCM-0001
SCALEi =04
PAGE DESCRIPTION•
a3
0
r
ANCHOR NOTES:
1) "ELCO PANELMATE' ANCHORS MAY BE ELCO FEMALE
PANELMATE OR ELCO PANELMATE PLUS, AS ILLUSTRATED.
2) ENSURE MINIMUM 2- EDGE DISTANCE FOR ANCHORS
TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF
3/4' IS ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE
EXCEPTION OF PANELMATE: ANCHORS FOR WHICH 2" MIN
EDGE DISTANCEIS REQUIRED. FOR PANELMATES TO
WOOD WITH 314° MIN EDGE DISTANCE, ALLOWABLE
SPACING SHALT_ BE 6" O.C.
3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN
ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER
WALL FINISHES.
4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURERS' RECOMPIENDATIONS.
5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL
BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
6) WHERE EXISTING STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS, NOT PLYWOOD.
7) WHERE ANCHORS FASTEN TO NARROW FACE_ OF
STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER
OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE
DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD
FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE'
G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE
NOTED.
8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS
CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM
ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE
SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE
SHALL APPLY.
9) MACHINE SCREWS SHALL IIAVE MINIMUM OF 1/2"
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY
HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER
HEAD ('SIDEWALK BOLT') U.N.O.
ANCHOR SCHEDULE
G
Spans
spans
O
ANCHOR (r�
Up 7p
llp To
ipT
1/4" ITYJ TAPCON W/ 1-3/4" 33
16.0"
16.0"
EMBED (3192ps1 MIN CONC) '
- l0
I6.0"
1/4" F.I.CO IILTRACON I.3/4• ;i3
16.U"16:0"
EMBED (2846psi MIN CONC)
.....................
54
IG.O"
1G.0"
O
1/4" PANELMATE (PLUS OR 73
�- ----"-16.U'
iG.O"
-
LG.O"
-----:'!
u
FEMALE). 1-3/4"EMBED
(3350ps) MIN CONC) .....
...
16.0"
�x®!t1T0110.iL116 � 47
.
_ I.......
-411t1`liw9 __-+ 54
56.0"
1.6.0".
1/4• ALI. POINTS SOLID -SET 33
16.0"
1.6.0"
ANCHOR x 71W EMBED '
3R
...... _
_
(3000psi MIN CONC) - -
- -
- ---
4 ) 54.
160'
16.0"
G
N
o
ANCHOR
II
1 LOAD
(ps0
Spans
Up To
5'-0"
Spans
Up To
9'-2"
1/4" ITW TAPCON W/ 1-1/4"
1 33
16.0"
9.9"
EMBED
38...8.6::
47
12.T' ...7.0"
54
31.1
I/A" fLCO DLTItACDN VJ/
33
16.0"
ILA"
1-1/4"EMBED
j-;g_._...O".--9....
uf..
47..
-14.3"-
--7.8"
54
12A" .
..6.8'..
j1/4"
PANELMATE (PLUS OR
33
16.0"
16.0"
0
FEMALE) x 1.1/4" EMBED
k 38
16.0"
14.5"
�'>®11fnnZEARTt`
i 47
16.0"
11.7"
71UD'a}iRU
i 94
16.0"
10.2"
1/4" ALL POINTS SOLID -SET
33
16.0"
16.0"
ANCHOR x 7/8"EMBED
-47
i6.0"
15.9"
Hry J
54
t...
G
�s
O
2�ii
ANCHOR
A
LOAD
Spans
LIP To
T-O„
Spans
Up To
9,-2„
'1/4' TAPCON OR a14 WOOD
33
16.0"
15.2"
SCREW x 2" EMBED
36
160"
13.2"
(%�ti�Rt10>
47
p_,..,,..".,,n",..
54
16.0"
9.3"
o
1/4" PANELMATE (PLUS OR
FEMALE) x 1-7/8" EMBED
33
16.0"
16.0"
u
(2" MIN EDGE DISTANCE)
38
16.0"
16.0"
'
o Ci
-eoAVJWd11
1aiRID
cff.#=_inuirram
47
54
16.0"
16.0"
16:0"
16.0"
O a
1/4" LAG SCREVl x 2"
Tt(READ EMBED
33
}EMBED 1
38
16.0"
13.4"
""'
47
16.0"
iD.9"
54
16.0"
9.5"
G
LOAD
ANCHOR wo
Spans
SPOTn
Spans
TP-Z
1/4" 1TW TAPCON OR ELCO 33
16A"
13.5"
ULTRACON x 2" EMBED 38
16.0"
l t.)"
)JlnulU3tnluW -..54
15.1"._
8^3'
1/4" PANELMATE (PLUS OR 33
3G.0"
13.1"
Z
FENIA F.) x 1.7/8" EMBED 38
(2' MIN EDGE DISTANCE)
16.0"
11.4"
N >
47
16.0"
_....
9.2"
_.
54
14.7"
8.0"
t9 U
3/4" LAG SCREW z 2'
j-
EMBEDMENI
38
16.0"
16.0"'
0 N
EMBED J - 47-
-16.D"
Lis,
.. _._
__
_....59....
I/4" 18-8 STAINLESS STEEL 37
_16:'0�"...
1G.0"
16.0"
HANGER BOLT x 2" EMBED 38
1G.0"
1G.0"
-EMBED i ----
47
16.0"
13.5"
r�trnmmnuane 54
LG.O"
11.8'
Ncgv
"_�:i
COT
N 8
tTi<4 M
Cizjs�c`^
zm.Ka�'
'm u
05-TCM-0001