|
+EZI/118.
<br />EZIW/18 ANCHORS
<br />(SEE SECTION (71 a ALnRM4"4 MIN ON SWEET ISY
<br />3, M_
<br />I- MI,, 1, M!,
<br />(SEE
<br />I (SEE NOTE 21 2)
<br />C91 *NOTE
<br />I-T- -a xT, AL
<br />IT --1 1 k
<br />�A-- PANELG) TO BE INSTALL ED AT EACH OPENING S� ALWAYS BE
<br />0 0
<br />1/2' PROVIDED W/ RVAI; HANDLE TO FACAUTATE INSTALLATION IF INTENDED
<br />TO NSTALLED FROM INSIDE OF STRUCTURE
<br />AT 2 PER
<br />PAW.
<br />I j NOTES
<br />I I T I I p) URIES 200 E-Z HANG S�DPM PANEL SYSTEM
<br />PANEL 4 COnt
<br />IINTERIOP PANE! (INTERIOR PANEL� (INTEFECIR PANFi.) TRACKS TOP & BOTTOM
<br />U PAINEL) I �tFht[) PANE
<br />SEE ITS 2. 3. 4 1 k j SET NOTES 2, 3 1 (2; END PANE,� SHALL ALW)�YS BE CONNECTED To BQ',TOM TRACK
<br />ERWISF A STOP RARWSIALL BE PRCMDCD AT TOP Df SUCH
<br />ANEL UNGPI PANELS
<br />-7
<br />1/ 40 il .I
<br />AT I is ; j (3) If ENT) PANFIS ARE CONNEC7ED To 9079.M 'RACK. CONNEC
<br />SHALI CONS'S' Of 1/4'e-20.3/4' M.S. W/ 1/8*0.3/32* WIC
<br />i" �ITIE� PANELS NUT OF, 1/ -60/4- MIn TIOM
<br />A fHUMBSCREW INTO TAPPED 80
<br />S's BOLTS W/o a LA C,%%_.P TRACK LOCATION OF FASTENERS MAY BE AT ETTHCR OF IWO
<br />(SEE SFC7X).S AS APPUCABLI) PXTEWOR rLAT FLANCES OF END PANEL
<br />50%
<br />OF �4) IN LAS; I-A7 END PANELS ARE CONNECTED TO BOTTOM
<br />NOT
<br />T 1 1 1 , 1 1 1 , ; 1.1 i 1 : 1 TRACK It A STOP BAR IS ONLY USED AT TOP) AT LEAST IWO
<br />PANELS SliAU BE CONNECTED 10 BOTTOM TRACK USWC SPECS
<br />CMDiCATCD ON NOTE (3i ABOVE IN SUCH CASE. CONNECTION OF
<br />PANELS TC 9R)T`TOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />"'l-j
<br />-_J_j_ LIE. -1 -1- L 1- _J'J L L -1 _L_ L J -1 LI_I__J_J_ LL J-JI41 j_J_ L1 A_J I
<br />5- SEE NOTE I
<br />w� SEE SEE t INSTALLATIONS ONLY VAIS FOR WINE)
<br />NOTE 3
<br />*Of( SPEED LIP 70 170 MO.h
<br />(SEE SECION E7I At Allt�NAINE E2IW 04 13)
<br />-*EZI/18,
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L( SYSTEM
<br />SCALE 3/32'=I"
<br />M_ (;At,
<br />2,�17,(MOL OVERLAP,
<br />I
<br />.
<br />7`7 7`7 7 7 77 7 7
<br />MAX. GAP
<br />SECTION A -A
<br />SCALE 3/32--l"
<br />EN FLORIDA BUILDING CODE (Non High Velocity Hur Ica n: Zone)
<br />44167 't. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />E
<br />C11 i �Gcco MOBAL PROTECTIO14 PRODUCTS. LLC.
<br />S1 STATE I is -
<br />3)31-
<br />JR'XBN_XNT 20-175
<br />U
<br />MMLTA A
<br />"O'DA
<br />ENGINEEr-IING
<br />EMBINEERIM13 EXPRESS
<br />PRODUCT EvALuATioittd REPORT
<br />September 15,2020
<br />Applicalfion Number: 17669.1 - R2
<br />EX Project Number 20-31543
<br />Product ManuWurer All American Shutters and Glass
<br />ManufacurferAchdress 1540 Donne Road
<br />West Palm Betich. FL 33409
<br />Product Narne 9 Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Departmentof usdiess and Professional Regulation (Florida BtakIng Commission) Rule Chapter
<br />jkC.. for statewide acceptance per Method I(d) The product noted above has been
<br />a
<br />61IG20-3 OD5 F�
<br />tested an&ot' "Valuated as summarized herein to show compliance with the Florida Budding Code
<br />Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code
<br />Re-evaluabon of that product shall be requited following pertinent Florida Building Code thodificadems a(
<br />revwlsoris.
<br />Substantiating Data:
<br />PRODUCT LYALUATI0114 OMINOUS
<br />EX drawing QD-31543 00od24ga Galvanized Sleet Storm Panels (HVHZ III Non+IV1HZ)', sheets 1-5
<br />prepe(ed by Engineering Exprods. sVned III -Jed by Frank Bennardo. P E is an Integral part of this
<br />Evaluation Report.
<br />MIT REPORTS
<br />Uniform stalk structural parlommence has bow tested in accordance with TAS 202 told standards per test
<br />report(s) OBT
<br />HITISG-17-001 by Slaclairster Testing, Inc
<br />accordance with TAS
<br />Lame missite Impact esislar
<br />and cyclic loading performance has been lasited in
<br />201 and TAS 203 test standards per test report(s) OBT-ASG-17-001 by Blackmailer Testing, InCL
<br />chiral engine" calculations have been prepared which evalinfle the product based on
<br />comparadve andfor national analysis to qualIN the following design Cnle"aL
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Stru
<br />1. Maximum Allow" Span&
<br />2 Minimum Allowable Spam
<br />3 Minimum Mau Separation
<br />4 Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 'INe vNess-com
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<br />Page 2 or 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Stornit Panels
<br />No 33% increase in allowable strests has been used In the design of this product.
<br />Separation from glazing Is not feNtinted for installations outside of wind zone 4 and essential facidthes
<br />Impact Resistarive:
<br />Large Impact Resistance has been demonstrated as evidenced in pr"ousty Wed test report(s). and is
<br />accounted for in the engineering design of this product
<br />fflnd Load Resistance
<br />This product has been designed to famust Wind loads as indicated in the span schedulals) on the
<br />respect" Product Evaluation Document It W engineering drawing)
<br />Installation
<br />This product shall be installed in strict Compliance with its respective Product Evaluation Document to a
<br />engineering drativing) along with all compormenh; noted theremn.
<br />Product components shall be Otthe material specified In ftt product's respective Product Evaluallin
<br />Cocument (i.s entlineedrig drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Docurrient (1.0
<br />engineering drawing) as noted herein
<br />AJI supporting host structures shall be designed to restat all superimposed loads and Shelf be of a matenal
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted lot
<br />ill this
<br />pr
<br />oduct's respeclihme, anchor schedule shall be designed foron a stte-specific basis by a registered
<br />professional engiriew
<br />AJI Compon
<br />ents Which Ore permanstaill, installed shall be protected against corrosion. contsminallikin. and
<br />other such
<br />damage at all Times.
<br />This product has been designed far use withilff and outside the High Velocity Hurricane Zone (HVHZ),
<br />Respectfully.
<br />Frank Bermardo. PE
<br />ENGINEERING ExPREssa
<br />#PE0046549 I Cerl Audi 9884
<br />160 STY 121" A,,ENUE SUITE 106, DEERFIELD BEAcH, FLORIDA 33442
<br />(9541 354-0660 1 (866) 396-9999
<br />TEAM@ ENGINE EkimGExpitess.com
<br />ENGINEERING E xvntss. cam
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE
<br />-CVI.$T�MOEO
<br />CA , i I/Ilmil TAPCON
<br />0"
<br />CONCRETE BLOCK - , -- -
<br />_. - il k4CHOR 0 12* 0 C.
<br />p, RE01,11110
<br />_I,
<br />14EX WAD YEK HEX HEAD TEX
<br />1/4'* IAPCON "COD NE-ADER
<br />ANCHOR 0 12* O.C. SCREW 0 4* FROM REOLARED' SCREW 064" FROM
<br />EDGE OF 6 EDGE OF
<br />*XP4
<br />�Q MOON Z
<br />ce I
<br />1/2' 1/2-
<br />IT
<br />Uff
<br />Ll
<br />1.
<br />PA"DO"
<br />ISE -kUMNOW Pop
<br />EXISISC4 TO CLASS
<br />ALUMINUM POP TO
<br />CLAS GLASS C, AWE
<br />i - _T RIVET
<br />9 A
<br />A_
<br />04
<br />P"a LENGTH is I PANEL MLAEXNGTH
<br />0 1 AT
<br />__ -
<br />0 1' kfo
<br />A-SEPARA V Min,
<br />TION 4'0-20.2'
<br />SEP
<br />SEPARATION
<br />10 GLASS, 10 1 UMBSCREW
<br />To
<br />TO CLASS OF 'L'
<br />50% LASS
<br />.1
<br />1/4-0-20,2- OF 'L*
<br />C THUMBSCREW
<br />ED.
<br />/2"
<br />i 7� I
<br />E 0
<br />1/2
<br />If 1,14*0 TAPCON ANCHOR
<br />J 1.14'. Y�7014 I
<br />0 12' OC
<br />1/4-0 TAPCON 2*"' WOW
<br />ANCHOR 0 12* 0 C DUSTING POURED
<br />CONCRETE OR
<br />CONCRETE BLOCK REOL4RED
<br />REOLERCO
<br />WALL MOUKrING WALL MOUNTING
<br />SECTION EZ1 ALTERNATIVE EZIN
<br />SCALE 3/8-7- SCALE 3/8-l'
<br />FLORIDA BUILDING CODE (Norl High Vvlocit NUT icormt Zone),
<br />ry
<br />Re
<br />UG= SO DESIGN MIN. PANEL.LEN - - Ilri "'0' 24 GAGE GALVANIZED STEEL STORM PANEL ORION
<br />1� INSTALLATION ARE ONLY VAUD FOR MAX. AL SHALL BE 2 -6-1
<br />PRESSURE RATING +/- 40.0 ps,f. AND 6'-C' MAX ST GLOUL PR07ECMN PRODUCTS, LLC.
<br />PANEL LENGTH. IIIMIECO..�,�
<br />WOOD -D Iww HID(I S. 11 MIRE"
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: K MI. 20-175
<br />MEMBERS TO BE SOUTHERN NNE No 2, W/ SPECIFIC _M__
<br />DENSITY OF 0.55 OR EQUAL. AAMMM,, .
<br />Mm"N PE
<br />'Jow
<br />ALL AMERICAN SHUTT`ERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ NON-HVHZ) I
<br />;I0
<br />WIDTH UNUMM
<br />(PERP, I() PANEL SPAN)
<br />TOP MOUNT (CONN�
<br />TYPE AS WQ'D)
<br />SECTIONS
<br />OPTIONAL eIrItv2O STITCH
<br />BOL.TSWrT" WASKIERED
<br />WASNUTSFASTENED
<br />OVERLAPS 0 MICSTIANO(ILISE
<br />APPROPRIATIF SPAN TABLE)
<br />-------
<br />In ISE,
<br />1/0.37V]
<br />AT
<br />-IT
<br />s Do CM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />MAY of
<br />N T S, ELEVATION
<br />TOP MOUNT L"Hat,
<br />(CONN TYPE-
<br />H
<br />BOTTOM
<br />UNEY
<br />r(MCOONN
<br />UAS
<br />TYPE
<br />REqD)
<br />__Oab
<br />7RUCTIO
<br />I LOCATION N
<br />(NN'T)UNT
<br />I YPE
<br />AS PEW))
<br />W-"3m MOUNEr (MAN,_/
<br />U"M
<br />nPE AS REQ'D)
<br />ISPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCH ED
<br />PROVI DED 7 HAT M N N E
<br />OPTIONAL K -20 S=Cm
<br />BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY
<br />WING NUTS FASTENED 0
<br />SPANS ABOVE I BELOVI OBSTRUCTION
<br />OVERLAPS 0 MIDSPAN (USE
<br />PROPRIATIESPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />NJS
<br />ELEVATION
<br />ALLOWABI E PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />M)MMUMSIGAMPANAL
<br />SIPARATONfROMO.ASS
<br />JWIJZ, WIND Zo% E 4
<br />4 ESSENTIAI EACH WE 5)
<br />MAXIMUM
<br />DESIGN OWARLE
<br />INSIALIAtIONSLM
<br />INSTALLAr"S< WATER
<br />SPAMt[j
<br />WTIM'ASOVEG DE
<br />THAN 30 ABOVE GRADE I
<br />(MAIN
<br />0 1!
<br />606..
<br />2 IS Iv
<br />130.0..
<br />606..
<br />2,161.
<br />13",t,
<br />61161�
<br />7161g,
<br />Lo V
<br />606 1
<br />SS, IpS 6'.
<br />ad
<br />2 Isut
<br />*1 W a
<br />: III ft,
<br />__
<br />6 11 1.
<br />2,72,,�
<br />.110
<br />:PFAN bLNtLJULt NU I t5:
<br />ERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SCHEDULE Is ACCEPTABLE " USE WITH
<br />POSITIVE
<br />SPAM
<br />ON LOAD $ PANEL FASTENER SPACING TO
<br />DESIEN
<br />I TER SPAN SCHEDULES WITH NEGATIVE
<br />DETE
<br />LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE
<br />2. 'PANEL FASYENfAs- ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXrRUStONS
<br />i'l-TRACN. STUDDED ANGLE. ETC I USE 6 25-
<br />OC.'PA FASTENER SPACING TABLE VALUES FOR
<br />NA
<br />ALL H" ND'U*-HEADERS (INCLUDING BUILD OUT
<br />COND
<br />[TIONS)
<br />3
<br />LINEAR INTERPOLATION BETWEEN LOADS 15
<br />ACC
<br />EPTABLE. OTHERWISE USE NDCT HIGHER LOAD,
<br />GLASS SEPARATION NOTES:
<br />THE E ITER SPAN SCHEDULE WITH POS171VE DESIGN LOAD TO DEreMMTNE
<br />ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />ME MUM
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />FOR
<br />INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />ACILETTES IN ASYM WIND ZONES I THROu*H I. THE GLASS SEPARATION
<br />SCHEDULE is NOT ACQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PAUTECTIED OPENING 15 REQUIRED.
<br />F3
<br />MAXIMUM ALLOWABLE
<br />F'
<br />DESIGN PRESSURES:
<br />-
<br />5 NOTED IN DESIG
<br />SCHEDULES
<br />DESIGN NOTES'
<br />POMANAlFrATIVE N PRESS RES CA@ LATED
<br />THIS SYS
<br />,M&,L BE
<br />ETC;.
<br />FOR PER
<br />SEPARATE ENGINEERING IfigCORDANCE WITH THE
<br />ER
<br />OF E Af I TTC
<br />THAN
<br />01, EIIAL PrOt� OLFIL��TTJE DESIGN
<br />1AC Uffi� LES to HeRCIN FOR ANY
<br />AS SHOWN,
<br />STS
<br />GENERAL NOTES:
<br />THIS SPECIFICATION HAS OEM DESIGNED AND SHALL BE FABRICAT
<br />ED IN
<br />IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />!Fit OF RECORD FOR THE PROJECT
<br />CH THIS OIWGiN 13 USED SHALL BE RESPONSIBLE
<br />UpPoArINGSU IFACES TO THIS DESIGN WHICH
<br />ME PERMITTING CONTRACTOR.
<br />IC,
<br />C S' I RE N'mr' IT
<br />IER
<br />T'. MAL S1AH"1r_C'tIJr`IC)N7A0s
<br />HMEEM M G MeRIC AND DOES JACIT PROVIDE
<br />C SITTIL MR sin CONDITIONS CUFFERENT mom
<br />46K IN, A LICIIIISSO ENGINEER 09 RED
<br />M SPECIFIC COCUMENTS FDA USE IN
<br />cu.cur
<br />TED HEREIN AM BASED ON 111MUMUM ITESTIED
<br />ALL
<br />FEE.
<br />DO CITIONS DECTATE. PANELS MAY BE MOUNTED VERTICALLY OR
<br />HCAtZONTAU6Y AS APPLICABLE.
<br />12, COOMASTEW-ORS NOTED HEREIN SHALL.GE HgEDDECTO
<br />NOTI-CRAICKEOCONCREIECIMLY. INSTALL ALL CONCRETE ANCHORS PER
<br />KANUFA!TVRERS OMMENDATIONS.
<br />11 THECONTRAN" lt�.TOTEAIIIILATE Oft PROWT AIL
<br />CIO" '0:'
<br />MEMBERS FROM .156141MAT . "' PIT
<br />14, 'AL FFIXED HERE TO VALIJOIXES XMOLVITsm As
<br />I ENGINEER A
<br />SHOWN ONLY, Uff OF T1415 spearichnOM BY CONTRACTORMAL INE
<br />kY VARY I IN RE. I
<br />A ETA FOR AU -
<br />Ili CCMA=&AS VFCS HaARM 5 THIS MG114 COST A DAAAAAS
<br />CUEI L ES APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM E ErnoN &CON RLICTION PRAGIECESBIEV09D THAT
<br />INNICTI 15 CALLED MR ORR LOCAL'STA�, & FEDERAL MOM S MOM
<br />eVIN,120M OF If
<br />IS EWE" AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />'ITIONS OR AT ArioNS ARE INTENDED
<br />16. ALIV ADD NS ORCITHERFIARKEN,
<br />AM NOT PEMMUIP"SO1 AN MALIDATC TKIS CERTIFICATION
<br />(If LABEL
<br />MOA PROCILACIT APPROVAL NUMBER
<br />VISIT BCAL.C.10131643 x
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<br />60'
<br />12.511
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<br />I ANCHORSCHEOULEAPPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />ANCHOR NOTES:
<br />MAXIMUM ALLOWAOILF ANCHOR SPACING, MAKI MUM ALLOWABLE SPANS AND PRMIJRES INDICATED
<br />-OULE
<br />IN SPAN SCHE SHALL APPLY
<br />2 ENTERANCH CHEDULE EASEDON PANEL FASTENER 5PACING, tHC EXISTM!iTituCTURE
<br />MATERIAL, & ANCF40ORR TYPE SELECT DESIGN LOAD GREATER IRAN OR EQUALTO NEGATIVE DESIGN
<br />LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELEcr
<br />CONNECTIONINPE WED ON APPROPRIATE MOUNTING CONDITION (SEFEMOUNTING DETAIL50N
<br />WE PASTE
<br />PA
<br />-I O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />(r RACK, STUDDED ANGLE, ETC) USEES25
<br />ALL 'N' - AM 'U'-HEADM (INCLUDI NO BUILDOUT CONDMONS)
<br />4 ANCHORS SHALL. BE INSTALLED IN ACCORDANCIE WITH MANUFACTURERS RECOMMENDATION&
<br />S. HOLLOW MI= HCST$TRUCIURES LLCONEORMTOASEMO9011UQCK.
<br />6. Milidmum Cm4CDmENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7 MINIMUM EMBEDMEW AND EDGE DISTANCE EXCULIDES STUCCO, FGAM, BRICK. AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LIMETECTO 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUAI
<br />ELY TRANSFER LOADS TO HOST STR=URE
<br />-CRACKED CONCRETE ONLY
<br />9. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN
<br />9� WHERE EXISTING STRUCTIURE IS WOOD FRAMING, E)CISTINQ COOILDITIONS, MAY VARY. FIELD
<br />VERIFY THAT FAMNERS ARE INTOAD15QUATE, WOW FRAMFING MEMBERS, NOT PLYWOOD. F&SITNING
<br />TO PEYWMW
<br />IS ACCEPTABLE ONLY FCR SIDE CLOSURE PIECES.
<br />ED WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FJUIMING� FA.STMERSHALL BELOCATED IN
<br />CC NOMINAL 2' X 4" (10111,L) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />NEER OF
<br />FRAMING). WOOD STUD SHALL BE "SOUTHERN PIZ G-0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL PAVE PHILLIPS PAN HEAD OR HEX WAD,
<br />It REMOVABLE ANCHORS ARE. DeWAIS PANELMATIR. ALL -FORM SOLID -SET 4 BRASS BUSHING
<br />L2 MACHINE SCREWS SHALL HAVE ifl- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE FITHEEP A PAN H An TRESS HEA*�,RWAFER HEAD (SIDEWALK BOLT) U M.0
<br />EXCLU
<br />13, MINIMUM
<br />EMBEDMENT AND EDGE HDIEST4NCE LICOD OR OTHER WALL FINISHES,
<br />14, M DESIGNATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE US M
<br />is * DIRECT MOUNTING CON IONS
<br />DIT
<br />Ed Li THENTI ]INTERPOLATION 15 NUT PERMITTED FDA USE WITH THE ANCHOR SCHEDULES LISTM ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1,5.
<br />
|