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<br />OF F TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Or
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<br />FAS.1
<br />ADVICE EAR HANDLE I() FACILITATE INSTALLATION IF INTENDED
<br />D FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />or 'E' (1) F(4 -Z HANG S�TORM PANEL SYS7Ek4
<br />% W 200D [
<br />1610
<br />(&D P L) iwtri�Olt' PANEL) OWERIOR PANEL) (INTERIOR PANEL) PANEL) KIIE, )N. IM Co,,t. TRACKS TOP & BOTTOM
<br />LI
<br />1
<br />NOTES 2. 3. SEE NOTES 2. 3. 4 (2), END PANELS SHALL ALWAYS BE CDNNECIED 10 BOTTOM TRACK
<br />OTHERWISE A STOP 13AR W SHALL BE PROVIDED At TOT' OF SUC,i
<br />PANELS.
<br />6 40.0 ".1
<br />4-(3) IF END PANELS ARE, CONNECTED 10 BOTTOM TRACK, CONNECTIDN
<br />SHALL CONSIST Or /4-10-200/4" M.S. ill/ 7/8'ox3/32' WING
<br />JQLT�zl 1)4�i& N LIT OR 1/4-s.3/4' INNIT. THUMBSCREW INTO IAPPED BOTTOM
<br />MACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />or 1L. 1 (4) IN LASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK I(, e. A SIOF BAR ISS ONLY USED AT TOP) AT I EAST TING,
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF
<br />�jj-41j-Ujj�LLjj4 J.1 L L.1 I I A I L.L.J-J-L.1-J.J111.1-j I J..L-J PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANIL LOW.ION
<br />-i L it
<br />TR 11 IF
<br />3- m. SU NOTE A- r NISH.
<br />t INSTALLATIONS ONLY
<br />-5 VAUD FOR WIND
<br />LT-4 rM
<br />3 SPEED UP To 170 rn.p.h.
<br />ANOH0RS
<br />LIMILE -,NW EZi a ALTEftAW4 EZIW CP# SHM 111)
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<br />TYPICAL ELEVATIQN FOR SERIES 2000 E-Z HANG STORM PANE ni SYSTEM (t)
<br />,CAU 3/32'-1"
<br />1/4- MITI, w
<br />WHOLE WALM
<br />777"`I�
<br />7 \ 7
<br />MAX. GAP T
<br />SECTION A -A
<br />SCALF! 3/32*-"
<br />. . . . . . FLORIDA BUILDING CODE ("on High Velocity Hur lcone Zond)
<br />mmol - 11
<br />44167 24 GAGE GALVANIZED STEEL STORM PANEL
<br />la
<br />A,:
<br />GLOBAL PROTECTION PRODUCTS, LLC. Glar
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<br />EN13INEERING EXPRESSA'
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number 178621 - R2
<br />EX Project Number 20-315,43
<br />Product Manufacturer AJI American Shutters and Glass
<br />Manufacturer Address I W Donna Road
<br />West Palin Beach. FL 33409
<br />Product NarnME & Description 24ga Galvanized Steel Storm Panels
<br />Large Monvin Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being Issued in accordance with the requaluments of the Florida
<br />Department of Business and Professional Regutabon (Florida Building Commarstrion) Rule Chapter
<br />61020-3 005 F A C . lot statewide acceptance per Method I(d) The poduct noted above has been
<br />tested andlot evaluated as summarized herein to show compliance With the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended. at least equivalent to that required by the Code
<br />Re-ilvaltiation of INS product shall be required following pertinent Florida Building Code modifications or
<br />HAvis,ons,
<br />Substantiating Data:
<br />APQN DQ,;V.E.NTS
<br />d, 24ga Galva"ired Steel Storm Panels (FfVHZ & Non-HVHZ)', shadits 1 -5
<br />prepared by Engineering Ex IN ess Tugnod & sealed by Frank Bennardo. P E is an Integral part of this
<br />Evaluallun Report
<br />A TEST REPORTS
<br />Uniform Static Structural performance has been tested in accordance with TAS 202 test standard. per test
<br />(opon(s) OBT-ASG-17-001 by Biackwalet Testing Inc
<br />L argle nossile impact tesistanco and cyclic loading performance has boon tested in accordance With TAS
<br />201 arid TAS 203 test standards per test report(s) SEIT-ASG 17 001 by Blackwater Testing, Inc
<br />I LAT19M
<br />sbU:Iun!11!=T!nL1" T !�toprood which evaluate the product based on
<br />comparative andlor nitional analysis to quality the following design criteria
<br />I Maximum Allowable Spam
<br />2 Minimum Adlowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12'" AviNuf SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM* E "GINIIIINGEXPRESS.Com
<br />ENGi A ...... EXPRESS.Co"
<br />otENGINFERING Paue 2 (42
<br />All Amencim Shutters and Gla�s - 24ga Cjal%anized Swell Storm Panels
<br />No 33% increase in 81kowablo stress has been used In the design of this product
<br />Separation from glazing To not required for installations outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previno" listed lost toporls), Find is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />Thi [product had been designed to resist wind loads as indicated in the span schodule(s) on the
<br />ros�ctve Product Evaluation Document (I a engineering drawing)
<br />Installation
<br />This product shall be installed in strict compliance with Its respeefive Product Evaluator Document (I v
<br />engineering drawng). along with all components noted therein
<br />Product components shall be of the material Specified in that products respective Product Evaluation
<br />Document (1 9 engineering drenving)
<br />Limitations & Conditions of Use:
<br />Use of this product shell be in Strict accordance with the respocirve Product Evaluation Document IT I,
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to Lesist all superimposed loads and shall be of a material
<br />Listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this pMduct's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />AJI components which are permanently installed shall be protected against corrosion, contaminabon. and
<br />other such damage a[ all times
<br />This piodud has be" designed for me within and outside the High Velocity Hurricane Zone (HVHZ)
<br />RespectfullN,
<br />FAA;
<br />ON 6 t'-)
<br />Frank Bennardo, PE
<br />ENGINEERING fi)(PRESO
<br />#PE00461,49 I Ceri. Auth 9983
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TeAmo I NGINEtRINGEXPRESS.COK
<br />E NG1 IN Ed R INGEXPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />CONCRETE 9LOCK
<br />ANCHOR 12' O.C.
<br />1/4-0 TAFROGIN --J141' HEX HEAD TIFIN
<br />SCREW Off FRO.
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<br />14.1, "a WAD TIEK
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<br />SEPARATION
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<br />GLASS, U --q) R-WE'l,"UM
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<br />WALL MOUNTING
<br />SECTION EV
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<br />ALTERNATIVr F71W
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
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<br />`R`AXG,
<br />FLORIDA BUILDING CODE (Non High VolacIty Hur Icon* Zoos)
<br />24 GAGE GALVANIZED STEEL STORM PANEL Calvin BY
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A-50 DESIGN
<br />PRESSURE RAT) -0 MAX
<br />NG +/- 40.0 P.S�f. AN,
<br />STATE
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />"N'
<br />PANEL LENGTH.
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, ill/ SPECIFIC
<br />PIR `ANMA a
<br />ainl-
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
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<br />ALL AMERICAN SHU17ERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN
<br />TYPE AS REQ'D) SWITONS OPTIONAL ','-20 STITCH
<br />SOLTS WITH WA5HERCD
<br />WINGITUTS FASTENED I
<br />7 OVERLAPS a MIDSPAN 111.
<br />4PPPIDPPJATE SPAN TABLE)
<br />dip,
<br />M9 - A-1-
<br />'s r
<br />.!� g I
<br />ISE-
<br />ED" MOUNT
<br />(CONTI TYPE As-
<br />REQ'D)
<br />MAYBE IT��,
<br />a BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />N.T.S. ELEVATION
<br />TOP MOUNT
<br />1 --
<br />[,w TION
<br />(E&WTYPe
<br />AS REQ-0)
<br />---oasTRucrioN
<br />(LOCATION MAY VARY)
<br />BOTTOM MOUNT (CCNN-/
<br />LM
<br />iSPAN BELOW
<br />TYPE AS REq'D)
<br />OBSTRUCTION)
<br />MAY BE NOTCH D AS REQUIRED,
<br />--- Y�'-ZD STITCH
<br />BOLTS WITH WASHEREO
<br />_D THAT CONNECTIONS AND
<br />FRONT OF
<br />ANCHORS ARE USED WHICH SATISFY
<br />WING NUTS FASTENED 0
<br />SPANS ABOVE S BELOW OBSTRUCTION
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TAIIIE)
<br />VERTICAL MOUNT ELEVATION
<br />ri`� (NOTCHED PANELS)
<br />\1� I - I
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />�'4 GAUGE PANELS
<br />MINIMUM STORM PAWL SEPARATION FROM GLASS
<br />(HIVINZ WIND ZONE 4 A ESSENTIAL FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />ALLOWABLE
<br />INSTALLATIONS LESS INSTAUATIONS GREATER
<br />MUESSERE
<br />SPAIN ILMO,j
<br />THAN IffABOVEGRADF THAN SWASOVE GRADE
<br />106.,, 2 16 in
<br />-140
<br />130.0 in
<br />6 Of-, 216in
<br />If-"
<br />Inain
<br />6 oli't, 2.16 In
<br />--ii-so
<br />xBoxiinj
<br />Bad in 2 . 161.
<br />iPAN 5(MtUULt NU I t5:
<br />1. ENTER SPAIN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FAST84ER SPACING TO
<br />DETIERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN SCHEDULE fS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2 'PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL HOUNT114G EXTRUSIONS
<br />I'F'-TRA,CIC STUDDED ANGLE. ETC.). USE 6.25'
<br />0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL �W� A14D 'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS Is
<br />ACCEPTABLE, OTHERWISE U59 NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MIN INUM ALLOWABLE SEPARATION FROM TMe OPENING TO BE PROTECT
<br />2. SCHEDULE is REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD *
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 REQUIRED
<br />.1p,
<br />I Ly
<br />A byl
<br />MAXIMUM ALLOWABLE
<br />f-INWI-d,
<br />E
<br />DESIGN PRESSURES:
<br />ID.
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES� I SCHEDULES
<br />IVE RATIVETI)ESIGN PRESSURES CALCULATED
<br />"IT AND N
<br />USE WITH 19 SYS EM SHALL BE DETERMINED PER
<br />FOR
<br />THE
<br />CjfA
<br />ffiWIT1
<br />'T I , ER e I N'S A5
<br />L jUX
<br />M�,I!NjINAECRIIR4
<br />NED C . . 7 AND CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL fiLESS THAN
<br />I SI N
<br />ORAU TOTHE WESOLFISICTIEVAINDEFOR ANY
<br />PA UARLE CAPACIMM
<br />ASSEMBLY AS SHOWN,
<br />Ing
<br />GENERAL NOTES:
<br />ac�l j
<br />1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />ACCOMI Z7KUiLRtMFNTSOFT
<br />., -6 FLONEGAina-din; CODE
<br />SIEV. T9 M FDA E HUSTO AND OUTSIDE OF THE HW2, PER
<br />TAS 20 202 AND 10, ST PROTOCOLS."CD11TRACTOR SMALL INVESTIGATE
<br />AMID C&PORMTO ALL LOCAL BUILDING CODE AMENDMENTS W41CH MAY
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />u�
<br />ADDITICIIIALSITE-SPECIRC SEALED ENGINEERING.
<br />2 NO 33-1/3% INCREASE IN ALLOWABLE &TRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTMINEER OF RECORD FOR THE PROJECT
<br />3. �EARCHM<t/fN
<br />SU,eASrRUCrUAff WITH WHICH THIS DESIGN IS USED $11ALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />0
<br />$HALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />4 ENCEITHEEPTING WAU M REQUIRED ITT
<br />CADeR A DEFLECTIONS SPANS CONTAINED
<br />'to DeARTE FROM LO D FOR ALTERNATr IS AS
<br />H ERM0. CONTACT THIS ETIGINEEbt EFAN CALCULAT30f
<br />A
<br />, -AS OCTAULMO MERIENI IS GENERIC AND GOES NOT PROVIDE
<br />M ' r&H
<br />IliFORMAMON FOR A SPECIFIC SJm!. MR SUC CONDITIONS DDIFERehl FIROM
<br />THE CONDITIONS DETAILED MERSIN, A LICENSED ENGINEER 9 RgISTERIED
<br />is
<br />ARCHTTKT S PREPARE SITE SPECIFIC DOCUMENTS Ma UR
<br />se
<br />CONJUNCTION WITH THIS �Mlnn
<br />6. DESIGN PRESSURES NOTED HrEIN ARE BASED ON MAXIMUM TESTED
<br />P1161115URM DIVIDEDDYA 1.5 WE I FACTOR
<br />'TO M NOTED
<br />EA1
<br />�"SeOCRA%"PIMISAIETOARO'Or'HT4q: I
<br />IS,
<br />ION-RESW PIT MATE L AND4HALL COMPLY WITH SPESt.N.C.ATIO
<br />CORRR I FUA
<br />MA ALUMINUM SrRUCTUReg' SECTION 13 BY THE ALUMINUM A S 7OHNS
<br />A
<br />INC., & AN Y APPLICABLE FEDERAL, STATE AN LOCAL CODES.
<br />a STr
<br />AUL STORM PANELS SMALL 80 24GA L,012"
<br />9 S RM PANELS 51HALL CONFORM TOASTMA833STRUC"TURALQUA�ITY
<br />STU I, WO G�VANTUO COATM WIT" A MlNIMU M " & 1 KSL
<br />IV. ALL ALUMINUM IXTRUSIONS Ii BE 6063oTil ALUMINUM ALLOY.
<br />LU
<br />UNLESS NOTED
<br />L
<br />CONDITIONS DITT1. PANELS NAY BE MOUNTED VER11CALLY OR
<br />HORIZONTALLY APPLJCABU.
<br />11 CONCRETE ANCHORS NOTED HEREIN SHAU BE EMBEDDED TO
<br />NO CRACKED CONCRETE ONLY. INSTAL ALL CONCRETE AN04ORS PER
<br />MAN UFACTUREAS RECOMP19NDATIONS.
<br />12. THE CONTRACTOR 15 RESPONSIBLE 10 INSULATE OR PACTICTALL
<br />ME BERS FROM DESS MILAR MATERIALS TO PREVENT ELECTAOLYSIS.
<br />24." SWINEEP.SFALIMtDHtReTOVALIDATfSr.TltUCTURALDESlGt4Aii
<br />SHOWN ONLY USE OFTHLS SPECIFICATION BY CONTRACTOR, AT, In.
<br />114 MNlRtS6UVeSMARMUWTH2%eNCCNEMFO*%CMT&�.AC�s
<br />6
<br />NCLUDING LEGAL FEES & APPELLATE FEES RESULTING r M MATTA.1-
<br />FABRICATION, SYSTEM frierTION, is CONSTRUCTION PRACTICES BEYOND THAT
<br />WHICH 15 CALLED FOR BY 1.0CM, STATE, & FEDERAL Coon & FROM
<br />DEVIA12ONS F THIS PLAIN
<br />10, 4
<br />IS eXCePTASEXPRINESILYPACIVIDED HEREIN, NOADDMONAL
<br />I
<br />CSROFrCAT[CNS 00 APIPIPPIATIONS AM I NTSNDSi
<br />18 ALT RATION A]DOInORS..OR�MMARMNCMrO�ffi�UM�
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<br />A e
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<br />1PAN L5 hALLBEPERMANENT LABELED WITHA MINIMUM OF (1) LABEL
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<br />crillbrTIONS AT TOP OR SDI`YUM FARE. LENGTHIS, LESS THAN THOEM MOTED IN 1AA11 �� ARE HOT
<br />Acon"Aal.
<br />.� MoSIFALAUGH.
<br />1%MKnVE �mn- Illov,
<br />IWIEREETHIM.GMAR.APEPOT
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<br />A � APPLIES To BOTH 2� A I- .. Wr- I— SUITE) AND I." PANELS. -11
<br />F.Tmew. IF 2.s. OF , as"o L Z
<br />I NAEl � TMAN .-MUM USING ONK IT) or - 0#"- 10, o' BOTTOM 0,�.s ft. Id:
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<br />ANCHOR NOTES:
<br />I ANCHONSQIEDULE APPUES TOALL PRODUCTS CERTIFIEDHEUIN, BUT 01U.Y PROVIDES
<br />MAXIMUM ALLOWABLE ANCHORSPACING. MAXIMUM ALLOWABLE $PAN$ AND PRISSURM INDICATED
<br />IN SPAIN SCHEDULE SMALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE SMIEDON PANEL FASTENER SPACfNG. THE EXISTING STRUCTURE
<br />MATTRIAL,&ANCHORTYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAMSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)
<br />ALL*H*- D'U'-HIE DERS (INCLUDINGSUILOOLIT ONOJITONS�
<br />4. ANCHORS SHALL BE INSTALLED IN ACXORDANCE WITH PIANUFACOLIRIERS'RECDPIMENUATIONS,
<br />5. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TCASTIM C90 BLOCK
<br />6. WMUM EM:EDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EM EDMENT AND EDGE DISTANCE EXCLUDeS STUCOO FOAM, BRICK. AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE UMLTEOTO t/4" MAX OR &HALL 6E VEFLIFIED BY OTHERS 70
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE
<br />9 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EMTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENEW ARE INTOADEQUATE WOOD FRAPTING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNG, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STUD (A- EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SMALL BE -SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHR LUPS PAN HEAD OR HEX WEAD
<br />I I REMOVABLE ANCHORS ARE. DeWALT PANELMATE, AU-PONaS 501"ET & BRASS eUSHING
<br />L2. IAACHXNE SCREWS SMALL MAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND 14AY HAVE EIFTHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (FADeWALK SOLT) U N.a
<br />1 3. MUNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />L4 DESIGNATES ANCH CONCI DNS TAH A I
<br />Is DIRECT MOUNTING CONDITIONS.
<br />16 LINEAR INTERPOLATIDN15 NOTPERMET-TED FOR USFWITH THE ANCHOR CHEOULESUSTECON
<br />THIS SMET.
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<br />SHEET NO.
<br />SH 1.5
<br />
|