EQB INfAIALLATJON IN P
<br />SAFETY & E—Z HANG ST{?RM PANEL Cif SYSTEMS
<br />1
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<br />w/dAC"m 3105-0fl. OR L &_ ANOU Ta AI3A'/
<br />CASE A (PLAN) CAS B {PLAN; CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'=$* SCALE 1/0-$- SCALE 1/4'-1' SCALE
<br />_v •`�' OR l'JA
<br />tY, amP1NMEt2A4TE
<br />OR PMMEti T- �jp61a�O TRMA AT f FEiMaE 1 AMD
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<br />* it) DIN 3kt 1z 9
<br />f v' at 'y♦`. WOOD • '.. AS A IW ) to*
<br />_ OONCRT.TE &AL1t. VM185 � I s _ MUM,'
<br />{ �� - 2'A4' WOOD YiIACiE 81 Mo4� Vi.. PFAfK 11EOUYlkL AS APPLM;A$E " 1O NA i9)
<br />Op E eop" s R uaft I {, y� r • v.° ,;1 6 5• EH, G Lei+Yr* Y 4. M('t
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<br />t =csww iN'h•tp 4N.sws 100I0IN1i CASE it (.PLAN)
<br />!
<br />Ay
<br />� uoa �_.,�p`y(� •• .. /j '$, SCALE 1t4'=1`
<br />N,r l.4• Ia �;•' •��C t�SE • S' VALID ONLY dt
<br />MOUNT �lYA114
<br />�4'
<br />CENTFIEO PANiEL INSTALLATION ATCT
<br />_ wJN
<br />No. 44167 SURFACE LEVEL YARVOM WITHIN ale
<br />*;. FLORIDA BUILDING. CODE Non NI h Wioeti NMrrtcam Zone
<br />CASE E (PLAN) CASE F (PLAN) _ xima nr9oa Nn 24 CAGE GALVAIM0 STEEL STORM PANEL F-K
<br />04%.aP
<br />SCALE Tf4".1• SCALE 1/4"=1" =dX^•-i0R10S`r`
<br />•.. ��
<br />5 f�..t�" C O + PROTECTION PRwucTSF U.C. ° Gm,
<br />44 me.
<br />N 111t y j'' y�, wtleN 6.IwiM. ' R"7= 2:)" 17rJ
<br />!Yw .T,-.Atla F= p,-a NIgME:. C95ti)Ndi-764a, FNI: (aa4)W4•a7%
<br />f+9
<br />IFnI rOMd
<br />s.Yq.utan, 9MWW Nx
<br />F.t ,DK,fN•tE. WN.1611CA �IJ„P,E �" •.. mllLl a of 1!
<br />u 4
<br />(VAUD ONLY FOR PANEL 1)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MIX. A.S.D.
<br />DESIGN
<br />PRE
<br />(WI17NTING �
<br />MAXIMUM ANCHORS <SPACING FOR E.D, - AS SHOWN ON SiIEETB 6 A 7
<br />APPLICABLE
<br />10
<br />6 ANNr NMMTNU
<br />OF THEM
<br />PANEL
<br />LENGTH
<br />(na
<br />TAPCON
<br />L4Ce SCREW
<br />PANEUMTE
<br />FEMALE D
<br />PUNELMAaE
<br />PLUS
<br />w1T00 8USW7NG
<br />1:3`
<br />Ir
<br />13'
<br />is,
<br />Iw
<br />13*
<br />13`
<br />U'
<br />13,
<br />Ir
<br />IN (BiiR
<br />6 1/27
<br />8 1/2'
<br />B 1/r
<br />6 if2'
<br />8 1/2"
<br />2W (TOP)
<br />5 1/4-
<br />121/2`
<br />61/4
<br />t rn-)
<br />S'�"
<br />6*
<br />e'
<br />a"
<br />Q'
<br />-
<br />DGP)
<br />LESS
<br />13`
<br />13,
<br />13'
<br />13•
<br />is'
<br />(TOP}
<br />"45
<br />LESS
<br />13,
<br />13,
<br />13'
<br />lY
<br />13'
<br />13,Ir
<br />13'
<br />t3'
<br />6 7f2'
<br />w (1tX+)
<br />tY
<br />Ir
<br />Ir
<br />tY
<br />8'
<br />Iw (0mow
<br />61/2`
<br />4 ifr
<br />a. I/r
<br />6 I/2`
<br />6 1/2"
<br />(TOP)
<br />-
<br />--
<br />6 1/4'
<br />12 1/2'
<br />6 1/4
<br />2.6•-O"
<br />4"(.}A-
<br />4 1/r
<br /># 1%2"
<br />10 112`...
<br />9 7j2"
<br />12
<br />Ir
<br />4'
<br />(Nod)
<br />Ir -
<br />131
<br />13*
<br />Ir
<br />R t/r
<br />W (saiTotl)
<br />• SEE TABLE #1 FOR MAX. A.S.O. DESION LOADS & MAX PANEL LENGTHS WHEN SPACER @IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TO
<br />12
<br />MAX, AS.G,
<br />DESIGN
<br />PURE
<br />(p.Idc)
<br />MAXIMUM ANCHORS SPACING FOR E,O.. AS SHOWN ON SHMIS 6 Al 7
<br />-
<br />APPLICABLE
<br />OF THEM
<br />PAMd.
<br />IS 'EL
<br />LENGTH
<br />(H.)
<br />TAPCON
<br />LAG SCREW
<br />PAFNELMAIE
<br />FEMALE BN
<br />PANEL.MATE
<br />PUTS
<br />WOOD BUSHING
<br />Is*
<br />13,
<br />13"
<br />Ir
<br />13'
<br />Iw
<br />it
<br />/3-
<br />tY
<br />is'
<br />8`
<br />1w (mmo
<br />6 t/r
<br />s lIr
<br />Q t/2'
<br />a lIr
<br />Q 1JR'
<br />-
<br />-
<br />6 t/e
<br />12 i/r
<br />6 t/4
<br />2W (Bois•)
<br />7"
<br />7 1/2'
<br />Ir
<br />6"
<br />-
<br />LESS
<br />7 ,/2`
<br />Q'
<br />8'
<br />8'
<br />-
<br />3w MOnaM)
<br />Ir
<br />13,
<br />13,
<br />tY
<br />73`
<br />-4w (mp)
<br />TO-45
<br />+75. -75
<br />13'
<br />lr
<br />13'
<br />U"
<br />13".
<br />BO (MM)
<br />Ir
<br />13, -
<br />13`
<br />Ir
<br />IV
<br />Ir
<br />13`
<br />it
<br />IY
<br />6 1J4
<br />OM)
<br />6 1J2"
<br />6 1/2"
<br />6 i/27
<br />6 1/2,
<br />s l/2'
<br />6 t/4-
<br />12 1/2'
<br />6 1J#"
<br />*(
<br />J' -- '4
<br />TJ2`
<br />S`
<br />7 1j2"
<br />7 1/2'
<br />-
<br />IF
<br />7•IQ6"OM)r
<br />D1/2'13*
<br />10'
<br />W)
<br />+ SEE TABLE #i FOR W. A,S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CC>RAESPi DING ONLY TO ALTERNATE 2W ON SHEET E
<br />TABLE 4111
<br />A
<br />A.SA. DESIGN LOAD
<br />PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6' 11-
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 550 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffAKE ID OR PANEL MITE PLUS
<br />ANCHORS III WJ %ppmmvN4.1/2' O.C.
<br />.AI JMf 14:4IASI• ►L41 i -. 61 i 6.► t. 31 __ _� i... ..i. _.
<br />LJ1
<br />SEE wm 13 & is FOR NA sw"G
<br />WSIMAXONS KM WOOD PRNNE BULONIOh
<br />MNSMM AM" SRA "AND W NMM am PwAUOE
<br />ARE MOIL+ M ON THIS SCH MILL FOR EU LESS THAN
<br />MmAu ON sCNFAULE iw.mu mom SPANWNO BY
<br />ImnxYM6 SPACING MNOMM ON SO4WA-1 sY ME
<br />FOtLOINMG FACTORS to TF46 NXPumm 70 eE
<br />Rmupto SP.zm umc MICA SMALL NOT sE
<br />tt55 TWX MNIANM WAGON MXROAIM FOR LAW MOM
<br />TYK ON Da4 SDIwDaAc
<br />1f41
<br />1 4'!
<br />ANC m T e
<br />tAYenrN
<br />IIMIM AKWO SHNCtli2. 3
<br />3
<br />3
<br />�/IMLIIINNfOQ �•'1A.3
<br />3
<br />1
<br />A
<br />3 if2
<br />MMtAISa 6MN hIIA.iA ieY w)'..
<br />xp^ sw mww em
<br />NDT61
<br />�.
<br />I30
<br />1.eO
<br />a1,
<br />-
<br />CODE
<br />{V D ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 do 5)
<br />Ma, A,5,13.
<br />PRESSURE
<br />RAYING
<br />MAXWUM
<br />A NCHI R5
<br />SPACING
<br />FOR
<br />MIN €0.
<br />PER SG#1EDULE
<br />8E1.00
<br />AAPPLICAaE
<br />TO SECTIONS
<br />A to
<br />t1F L
<br />MNOWUM
<br />PANEL
<br />v
<br />t J
<br />MAX ASa
<br />DESIGNP
<br />PRESSURE
<br />RATING
<br />tP e•
<br />MA1otALMi
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN EA,
<br />PER SCHEDULE
<br />BELOW III
<br />X>'DESIGN MR'41ME
<br />µUol4UIj
<br />.}
<br />SOR
<br />LEW
<br />TAPCON
<br />sajo-SET
<br />10
<br />P
<br />US
<br />ZAMAC-TWLIN
<br />GLLK-IN
<br />TAPCON
<br />SDLA-SET
<br />fEWAiE
<br />i5J1B
<br />7 FO-NNLIN
<br />CMN-NN
<br />d ,LENGTH
<br />1 T1OP"
<br />)
<br />m
<br />m
<br />m
<br />To
<br />m
<br />W.—
<br />To
<br />commm
<br />m
<br />m
<br />m
<br />wom
<br />m
<br />CON-OWCgL"
<br />m
<br />tY
<br />t 1 2
<br />/
<br />+A` "+B
<br />1XR
<br />LESS'
<br />1Y
<br />1S`
<br />13'
<br />lY
<br />tY
<br />}3'
<br />- 7Y
<br />93`-
<br />it
<br />?r
<br />tY
<br />tY
<br />1
<br />5'-6'
<br />GR
<br />LESS
<br />" . ^46
<br />TO'
<br />+68,. -85
<br />1 Y
<br />1 '
<br />3
<br />1J"
<br />i 0`
<br />7Y
<br />t3'
<br />- id'
<br />1S'
<br />tY
<br />1 3"
<br />Ir
<br />ur
<br />IY
<br />tY'
<br />IY
<br />Ir
<br />it
<br />to"
<br />t3'
<br />13'
<br />13"
<br />13"
<br />1 OOTTOM)
<br />tY
<br />13,
<br />tY
<br />73'
<br />Ir
<br />13"
<br />1r
<br />Ir
<br />Tr
<br />Ir
<br />JY
<br />111/2
<br />1 (BFIT ON)
<br />it
<br />i3"
<br />Ir
<br />tar
<br />13,
<br />IF
<br />13'
<br />IY
<br />T3"
<br />-
<br />IY
<br />-
<br />(TOP)
<br />1Y
<br />i3'
<br />13'
<br />IS`
<br />ir
<br />Ir
<br />tr
<br />13,
<br />13"
<br />tr
<br />it
<br />it t/2
<br />2 (EMP)
<br />tr
<br />tY
<br />fr
<br />'1S
<br />13'
<br />13'
<br />t3'
<br />13'
<br />t]"
<br />73'
<br />13'
<br />t3"
<br />'2 (BOTfW)
<br />13'
<br />tY
<br />13•
<br />tY
<br />Ir
<br />Ir
<br />ST'
<br />13"
<br />it
<br />7Y
<br />U'
<br />it i
<br />2 (DOIT0}
<br />tY
<br />73
<br />_
<br />i3
<br />1 3"
<br />U
<br />f'.K
<br />IY
<br />7 3
<br />1 3
<br />13
<br />t 3
<br />IY
<br />3 (O+P}
<br />13
<br />IJ
<br />1 3
<br />tY
<br />A3
<br />i 3
<br />13
<br />iS
<br />13
<br />iS
<br />it
<br />1 /a
<br />tT4P }
<br />72i
<br />t24
<br />e 1' '
<br />f +
<br />a / 4'
<br />l
<br />2 1 i2"
<br />2 i..
<br />A a
<br />f
<br />-
<br />-
<br />6 4`
<br />1 /
<br />8 1 +
<br />f
<br />3 {Bona+ )
<br />-
<br />_
<br />1 i'
<br />x /2
<br />l2 '
<br />if2
<br />a14'
<br />J
<br />6 1 4
<br />/
<br />2 E /2
<br />21 2
<br />/..
<br />_
<br />-
<br />e t +"
<br />/
<br />6 i {'
<br />/
<br />3 tiultwG
<br />C
<br />6
<br />B"
<br />Q
<br />6
<br />Q
<br />16•.
<br />6 «
<br />6
<br />6
<br />6 «
<br />*,
<br />8
<br />a t /2
<br />4 (TOP)
<br />6
<br />S 1 2"
<br />l
<br />d "
<br />NY..
<br />6
<br />6 t ...
<br />f2
<br />$'
<br />7 9 %2"
<br />r.
<br />6.
<br />a.
<br />s, ,
<br />+
<br />8.."
<br />_
<br />9`
<br />-
<br />Q•
<br />._
<br />8"
<br />,..
<br />6*
<br />_
<br />6^
<br />DIOTIOM)
<br />a'
<br />_
<br />8•....
<br />w
<br />-
<br />I"
<br />-
<br />*..
<br />•
<br />'I3
<br />9 '
<br />s
<br />13"
<br />1Y
<br />Tar
<br />i3"
<br />i '
<br />3
<br />13"
<br />t3'
<br />13`
<br />,Y
<br />tY
<br />6 NF)
<br />13"
<br />13•.
<br />14"
<br />IT
<br />tr
<br />13`
<br />1r
<br />13*
<br />Ir
<br />fY
<br />I 1/2
<br />(MFI)
<br />43 `
<br />T r
<br />13•
<br />i3'
<br />13"
<br />it
<br />13'
<br />13`.
<br />13*
<br />tr
<br />13,
<br />73"
<br />-(BEt710NQ:
<br />..13"
<br />13•
<br />1Y
<br />IY
<br />lY
<br />i3`
<br />"Ir
<br />_Ir
<br />IF
<br />13'
<br />Ir
<br />131
<br />11 1
<br />Q
<br />13'
<br />13"'
<br />'IY
<br />IY
<br />4r
<br />IF
<br />T3•
<br />Ir
<br />Ir
<br />W
<br />_,_,
<br />73"
<br />t3'
<br />6'(f0P}
<br />13*
<br />13'
<br />13"
<br />13*
<br />i3'
<br />tY
<br />:. is`
<br />f.3`.
<br />1S'
<br />13`
<br />1T
<br />ti t,,i
<br />B(tIN+)
<br />-
<br />6 1/4'
<br />/
<br />6 t 4-
<br />6 1 4`
<br />B 1f4-
<br />-
<br />-.
<br />-
<br />-
<br />'6 1 4"
<br />8 If4•:
<br />6 !•'..
<br />•- :
<br />-
<br />6 Ile
<br />6 t/4
<br />6 1/e
<br />6 1j+'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4,
<br />g 4'
<br />8 (Bi}1T:+•)
<br />IY
<br />S"
<br />7Y
<br />10 1/2
<br />IY
<br />Y
<br />II"
<br />- Y
<br />7 1/2
<br />5 1/2
<br />Ia.
<br />4 t
<br />1 : -)
<br />>S`-8'
<br />TO r
<br />t+-4
<br />-i3'
<br />6'
<br />1r
<br />IF
<br />ti-
<br />6 Ifa,
<br />13'
<br />6 177
<br />9 1/2'
<br />a 1
<br />IY
<br />S lfr
<br />1
<br />TO
<br />9-f
<br />Ir
<br />7'
<br />la'
<br />13'
<br />Ir
<br />9 t/2
<br />IY
<br />9 1/2
<br />10 1/2
<br />4 112
<br />13'
<br />Y'
<br />I {60TTON)
<br />Ir
<br />7 lIr
<br />Is-
<br />f3`
<br />Ir
<br />to,
<br />- tr
<br />IV
<br />At*
<br />Q"
<br />13'
<br />6 lIr
<br />I (BOTTOM).
<br />1Y
<br />a
<br />13,
<br />10 1/2
<br />tar
<br />Y
<br />Ir
<br />7'
<br />1 1/2
<br />5 1/2
<br />tY
<br />4 1/2`
<br />OOP)
<br />13*
<br />6"
<br />Ir
<br />13"
<br />13`
<br />a I12'
<br />IY
<br />6 t/2'
<br />9 1/2-
<br />6 1/2'.
<br />IY
<br />5 I/2"
<br />!Cron
<br />Ir
<br />Y
<br />13'
<br />la,
<br />13,
<br />9 1/2
<br />1Y
<br />S 1/2
<br />101/2
<br />7 t/2KI/2-
<br />6 1/2^.
<br />2 (60170M)
<br />tr
<br />7 l/Y
<br />tY
<br />13,
<br />13"
<br />w
<br />1r..
<br />in'
<br />it-
<br />6'
<br />it
<br />6 ll:e
<br />2
<br />14"
<br />7*
<br />13"
<br />13'
<br />Ir
<br />9 I/x
<br />,Y
<br />9 T%2
<br />tO 1j2`
<br />7 i/2'6
<br />1/2'
<br />3 (1W+)
<br />tY
<br />7 t/r
<br />t3'
<br />tY
<br />Ir
<br />l0'
<br />IN'
<br />10"
<br />it'
<br />8'
<br />Ir
<br />a !/r
<br />3 (TOPI
<br />-
<br />-
<br />72 1/2'
<br />12 l/2.
<br />Q 1/4'
<br />4 tj4"
<br />I Tfr
<br />$ Ij4"
<br />-
<br />-
<br />6 1/4'
<br />(BOTTOM)
<br />-
<br />-
<br />12 t/2
<br />2 L/2
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<br />Ww= Lem FA" BNNN.L WT M LESS imw ww" VA"a 004m FOR "m ANCHOR WK
<br />ANCHOR 74PE
<br />I/r..
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<br />WWRM maw WA= am)
<br />3
<br />3
<br />3
<br />3
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<br />2 1/2
<br />MANIAAIRA W6E G.�)
<br />3
<br />3 1/2'
<br />9.'
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<br />3 t/T
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<br />1ASfAMQ(ae3 wrbt -
<br />3
<br />AG1U1l, sm ORnice qm3
<br />FACTOR
<br />_-.• y t `^
<br />�- LAM
<br />140
<br />-
<br />I'm
<br />TAP
<br />SPACINGS ONLY VN.N "WHEN BRACER iS IfSED. SEE 1 FOR MAX. A:S.D,
<br />DESTGFN LOAD NAM. PANEL WFEN SPA €R iS USED.
<br />I= 91 A
<br />_
<br />A.S.I. DESIGN LOAD
<br />PANE1.
<br />WIGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5•-ur
<br />NS MAX- PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />l.• "f a d i.. R�. Bli�. C #X � w_.
<br />3
<br />3� L11it77�;1 1i •Ga • , �;
<br />L•t ,CF . c;.
<br />3% SHEE75 15 A I6 FOR AtNpORS
<br />AMCNOII TIE
<br />1/4N,
<br />TYPE A 9PACWO FOR WWALRO14 PRO '
<br />MooF A4FNDR ANP IANNSAix .
<br />mOE )>d3TNOE ALE 6NLNCA791 0R 0
<br />4l5{ED4E FOR t0„ um Tdm MOM, ca
<br />ON SCH ULE REDm ANCHOR SINIONG
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<br />-
<br />3
<br />1i1" MC6J91 uem SPAM W* Wm ON
<br />SCHEDULE 6Y IK ITA1,010wi9 MCIM
<br />FOR T1a5 CYERATVW TO a po"ImE,
<br />REDUCED WIACIMe O$.0" TUBING
<br />FILM SIAAIL NOT RE LESS 1HWN
<br />AmwA, am 9LIIMNteE 43U
<br />171N>t6R
<br />,if2`
<br />Iz
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<br />a"
<br />WMIUM SPAFAO WDOVED FOR EACH
<br />moctm Tt7E ON Ttl9 SOLOILLc
<br />3 1f2'
<br />-
<br />rnNNJiETE. BtSICK REOURED. OH
<br />WALL WOUN77NgS
<br />I�iNlliryrNY_ SONG: 3/8-1*
<br />MAX,
<br />SNOTH
<br />LVATXMN
<br />ET t2)
<br />INTO WOOD
<br />r
<br />STRUCTURES
<br />--AEfWREDNEAOEA*:
<br />i {
<br />OUTING �
<br />1 4'! TAPCON
<br />A I d 6' P.G.
<br />is
<br />1 1 f
<br />14! TAPCON
<br />O 9' O.C.
<br />t
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<br />GLASS
<br />R.'-.
<br />j -._ !
<br />DIAZ
<br />41 .._._._,..,T
<br />1" MAIL
<br />LEFX1iH
<br />ANEL LENGTH
<br />LSE
<br />A—
<br />11
<br />T (SEE ELZIAiION
<br />ON SHEET 12)
<br />oN SHEET t2)
<br />TO GLASS. '4✓
<br />I t
<br />r i L2
<br />a-
<br />i ♦ ICING as
<br />GLASS.
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<br />x
<br />4'4r
<br />1
<br />L
<br />25M4' 7;--tom, •iaf
<br />2ir4`
<br />REQUIRED
<br />1i
<br />REgUiREO 114'0 PAi4Et.MA1E Ptl+5
<br />i., ;, ) 1 ANCHOR 0 12 1/2' 04,
<br />'*,. ) 4
<br />1/4 a, PAMeLMA'8E PLUS
<br />'%diCtW4 d 12 1/2` O.C,
<br />1G 1Q D1F[Fi 4:
<br />s
<br />YfALL 1�UNTINGS
<br />sraLE 3J6=i'
<br />I.uNIiNINHIp
<br />$Y:°'''•,jCEN� ••.,. 'ice
<br />1, INSTALLATION ARE ONLY VALID FOR MAX, A.S.D.
<br />DESIGN PRESSURE RATINGS (p,I.i AND PANEL
<br />L£iNGTHS AS PER ELEVATION ON MEET 12
<br />44167 ? FLORIDA BUILDING CODE Non High Veloalty Hu cons Zone
<br />z 1t ; !Y .2OAD lama W_ 24 GAGE GALVANIZED STEEL STORM PANEL FaAwm.P.
<br />-c1 STATE OF 444 Z �� .r..t.,r.:..r• ----
<br />PsyO ` 111LIEC0,111 . �Irrz
<br />"c OR L PROTECT" PRODUCTS, LTC,
<br />4W lONAt bt1 STIM
<br />2, FOR NEW WOOD FRAME CONSTRUCTON; WOOD
<br />MEMBERS TO HE SOUTHERN PINE Na & W/ SPECIFIC
<br />NNNN1uN1111` f
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<br />nw" 1 N P/A
<br />R s 6atEaAT
<br />4
<br />-,n, wmxe 06+)c62-TSFa, rAu t961Ne
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />,Yn,
<br />ACA-mmill
<br />Ins
<br />rI « serr.w w
<br />900,14 Nn
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<br />SHEET NO.
<br />SH 1.4
<br />
|