|
<br />TABLE 1: MAx.f.4UY SPANS FOR ROYAL ALUYINUf.A SUPER PAN PANELS OF 3105 H-2a ALLOY
<br />WINO lOADS PATENT I 4,91a,896
<br />GLASS ROOMS. UTILITY ROOMS. SHEDS. clc OTHER ENCLOSED BUILDINGS
<br />O,H, CONDITION NO 0, H, " 0, H, 2' 0, H.
<br />2-,/2.x O.Olg. 100 MPH Wo L 10'-10. 1"- O. ,,'- 5.
<br />"0 MPH Wo L, g'- g. g'-tt. 10'- 4.
<br />120 MPH W, l. a'-,," g'- 2' g'- g.
<br />2-1/2.x 0.022. 100 MPH Wo L ,,'- 7' ,,'- g' '2'- 2'
<br />110 MPH W. l. 10'- 5" 10'- 7' ,,'- ,.
<br />120 YPH W, l. g'- a. 9'-1" 10'- 5.
<br />2-1/2.x 0,026. 100 l.CPH W. L. 12'- 7' 12'- g. 13'- 2.
<br />"0 l.CPH W. L 1"- 5' '1'- 7' 12'- I.
<br />120 MPH W. L 10'- a. 10'-10. ,,'- 5.
<br />Z-1/Z.x O.OJ<). 100 MPH W, l. ',)'- z' 13'- 4' 13'-,,'
<br />'10 MPH Wo l. 12'- O. 12'- 2. 12'- a'
<br />120 1.CPH W, L ,,'- 3" ,,'- 5. 1"-".
<br />2-1/2.x 0,0.30' 100 MPH W, L 14'- 2' 14'- 4. 14'- g'
<br />"0 MPH W. L '2'-'" 'J'- ,. 13'- 6.
<br />'20 1.CPH Wo l. '2'-" '2'- J' '2'- a'
<br />ALL BUILDING TYPES - LIVE LOAD
<br />O,Ho CONDITION
<br />2-'/2.x 000'9.
<br />
<br />J' O. H,
<br />12'- 2"
<br />11' - 2'
<br />10'- 5.
<br />12' -".
<br />, ,'-".
<br />11'- J"
<br />1.3'-".
<br />12'-1'.
<br />12'- 3'
<br />'4'- o.
<br />13' - 5"
<br />, 2'- g'
<br />15'- 5.
<br />14'- J"
<br />13' - 7"
<br />
<br />NO O. H. " 00 Ho 2' O. Ho J' O. H.
<br />20 I/SF'L l. ,.'- 5' ,,'- 7' 1"-". '5'- 6.
<br />J<) I/SF L. l. ,,'-.' ,,'- o. "'-,,. '2'- 7"
<br />20 I/SF L L. 15'- 6' 15'- a. 16'- o. 16'- 7'
<br />30 I/SF L L. 12'- 5' '2'- 7" lJ'- o. 13'- a"
<br />20 I/SF L L. 10'-10. lr- O' lr- .' lr-l1'
<br />30 I/SF' L L lJ'- g' lJ'-'" ,,'- .. 15'- 0"
<br />2-1/2'x O.OJ<)' 20 I/SF L L lr- a" lr- g' la'- ,. 1a'- a'
<br />30 I/SF L. L ,.'- 5' 14'- 6' ,.'-". 16'- r
<br />2-1/2'x 0.0.30. 20 I/SF L L 19'- o' ,g'- ,. 19'- 5' 19'-'"
<br />30 I/SF L. L. 15'- 6' '5'- 7" 16'- o' '6'- r
<br />'0 TOTAL ROOF' PANEL ~OTH ". ROOf,I ~OTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. 11;E SMALLEST VAlUE OF' THE ~ND LOAD TABLE OR 11;E LIVE lOAD TABLE GOVERNS.
<br />
<br />2-'/2.x 00022'
<br />2-'/2.x 0.02a'
<br />
<br />TABLE I: MAXlIAUU SPANS FOR ROYAL ALUMINUI.A 'W" PANElS Of' .3105 H-28 ALLO'/'
<br />~ND LOADS
<br />ClASS ROOMS. UTIUTY ROOMS. SHEOS. clc OTHER ENClOSED BUILDINGS
<br />OoH. CONDITION NO O. H. " O. H. 2' O. Ho
<br />000J<)' W PANELS '00 1.CPH W. L 1"- a' 1"-10. '2'- ..
<br />"0 MPH W. L 10'- 7" '0'-10' ,,'- .'
<br />120 1.CPH W. L g'-I" '0'- ,. '0'- a'
<br />000.3'. W PANElS 100 MPH W. L. 12'-1" lJ'- o' lJ'- 6'
<br />110 MPH W. L 1"- g' ,,'-,,' '2'- 5'
<br />'20 1.CPH W. L ,,'- 00 ,,'- 2' ,,'- a'
<br />ALL BUILDING TYPES - LIVE lOAD
<br />O,H. CONDITION
<br />O.OJO. W PANELS
<br />
<br />J' O. H.
<br />'J'- ,.
<br />'2'- 2'
<br />,,'- 7"
<br />14' - J"
<br />'J'- 2'
<br />'2'- 6.
<br />
<br />NO O. H. " O. H. 2' 00 H. .3' 0, H.
<br />20 I/SF'LL '5'- 7" '5'- g. 16'- ,. '6'- g.
<br />J<) I/SF LL 12.- g' '2'-'" lJ'- .' 14'- ,.
<br />O.OJ.' W PANELS 20 I/SF' LL. 17'-" ,r- 5" '7'- g' la'- .'
<br />J<) I/SF' L.L ,.'- ," ,.'- J' 14'- 7" 15'- .'
<br />" TOTAL ROOf' PANEL ~OTH ". ROO'" ~OTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. 11;E SMALLEST VAlUE OF' THE ~NO LOAD TABLE OR 11;E LL. TABLE GOVERNS.
<br />
<br />TABLE ,: t.lAXlMUM SPANS FOR STANDARD ALUMINUt.I ROOF PANELS OF J'05 H-2a ALLOY
<br />WINO LOAOS; ClASS ROOMS. UTlUTY Roo1.CS. SHEDS. AND OTHER ENClOSED BUILDINGS
<br />O,Ho CONOITION NO O. H. " O. H. 2' 00 H. J' O. Ho
<br />J"x 0.026' '00 t.lPH Wo L "'-10' '2'- o' '2'- o' 'J'- J"
<br />',0 1.CPH W. L '0'- g' 10'-'" ,,'- 6" 12'- .'
<br />'20 MPH W. L 10'-" '0'- J' '0'-10. ,,'- g'
<br />'00 MPH Wo L ,.'- O' 14'- ,. ,.'- 6' '5'- 2'
<br />"0 1.CPH W. L 12'- go '2'-". IJ"- .. ,,'- ,.
<br />'20 t.lPH W, L ,,'-,,' '2'- ,. 12'- 7' lJ'- .'
<br />LIVE LOAD; ALL BUILOING TYPES
<br />OoH, CONDmON
<br />J'x 0,020'
<br />
<br />J"x 000.32'
<br />
<br />NO O. H. ,. O. H. 2' O. Ho J' 00 H.
<br />20 I/SF'L L. '0'-,' 16'- 2' '6'- 7" lr- 2"
<br />30 I/SF L L lJ'- " 13'- J' 'J'- a' '4'- S'
<br />20 I/SF L. L 'a'-.' '8'- 5' 18'- g' ,g'- J'
<br />J<) I/SF L. L 14'-11" 15'- ,. 15'- o' 10'- ,"
<br />" TOTAL ROOF PANEL ~DTH = ROO'" ~DTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. 11;E SMALLEST VALUE OF THE 'MND LOAD TABLE OR 11;E LL TABLE GOVERNS.
<br />
<br />J'x 0.0.32.
<br />
<br />TABLE I: MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINU.. COMPOSITE ROOF
<br />PANElS W/Jl05-H14j'H-25 ALUMINUM ALLOY SHEA11;ING clc '.01 EPS CORE
<br />WIND lOADS
<br />GlASS ROOMS. UTILITY ROOt.lS.
<br />
<br />SHEDS. ANO OTHER ENCLOSED BUILDINGSo
<br />NO O.H. l' O,H, 2' O.H,
<br />J.x 0.019' 100 YPH W, L 8'- 6. 8'-10. 9'- ..
<br />"0 1.CPH W, L 7'- 7" 7'- g. a'- J.
<br />120 MPH'iJ. L 6'-". 7'- ,. 7'- 7'
<br />J.x O,Oz.. 100 MPH, W: l, 10'- ." :0'- o' ,,'- o'
<br />"0 MPH"1, L.:}. ~'~.3o " 9'- 5. 9'-".
<br />120 .}.CpA, W, L~.' ," a'- ]",); a'- 9' 9'- J"
<br />10QJ.\P-t4w,t.<!;V11:112'- ~.:.r'"'~'2'- 5' 1.3'- o.
<br />\lo.MPHW: L;i ,."..",1"- J" .'.. ,,'- S' "'-1'.
<br />120 MPH 'If, L 10'- 5. 10'- 8' '1'- J"
<br />'"x 0.019' 100 ..PH' Wo L g'-10" '0'- o' 10'- 6'
<br />"0 MPH W, L a'- g' a'-1" g'- 5'
<br />120 MPH W. L. a'- ,. a'- J. 6'- g'
<br />.'x 0.02" '00 MPH W, L. ,,'- 6. "'-10. 12'- .'
<br />"0 MPH W. L. 10'- 7" 10'-10. ,,'- ..
<br />'20 "PH Wo L. 9'-". 10'- ,. '0'- a.
<br />'.x 0.0.30' 100 MPH W. L 1.:"-10' 1"- o' 14'- 5.
<br />"0 MPH Wo L '2'- 7" 12'- g" 1J'- J'
<br />120 MPH Wo L. "'-10' 12'- O' '2'- 5'
<br />LIVE LOAD (INClUDES 2 I/SF DEAD lOAO ALL BUILDiNG TYPES
<br />J"x o.o,g" 221/SF' ,,'- ,. 12'- ,. 12'- 5"
<br />J21/SF' g'- g' g'-,," '0'- J"
<br />J'x 0.02'" 221/SF '.3'- I' 'J'- 2' IJ'- a'
<br />J21/SF 10'-10' ,,'- o' ,,'- o.
<br />J'x O.OJO" 221/SF ,,'- 2" ,.'- .' 14'- g'
<br />J21/SF ,,'- g" "'-,,. '2'- S"
<br />.'x O,O,g" 221/SF' 12'- .' 12'- 6' '2'-10"
<br />.321/SF 10'- 2" 10'- .. '0'- a.
<br />.'x 0,024" 22I/SF lJ'- 50 'J'- 6' ,.'- D'
<br />J21/SF ,,.- ,. ,,.- J. ,,'- g'
<br />.'x O,OJ<)o 221/SF '5'-'" 16'- o' 16'- 5'
<br />J21/SF 1J'- 20 13'- .' 'J'- 9'
<br />,. TOTAL ROOF PANEL ~OTH ". ROO'" 'MOTH + WALL ~OTH + OVERHANG.
<br />2. 11;E LESSER SPAN Of' ~ND lOAD OR LIVE LOAD SHALL GOVERN 0
<br />
<br />"'~;:-W'
<br />J"x 000~
<br />
<br />J' O.H.
<br />10'- 2'
<br />g'- I'
<br />a'- 5.
<br />,,0-10'
<br />10'- g'
<br />10'- ,.
<br />1J'- g'
<br />12'- 9.
<br />12' - ,.
<br />1"- ."
<br />10'- J'
<br />g'- 7'
<br />'J'- ,.
<br />'2'- 2.
<br />,,'- 7'
<br />15'- I'
<br />,.'- 0"
<br />'J'- J'
<br />
<br />13'- ,.
<br />10'-1"
<br />,.'- 5"
<br />'2'- 5'
<br />15'- 5'
<br />'J'- 20
<br />'J'- 6"
<br />11'- .'
<br />,,'- a'
<br />'2'- 7"
<br />17' - o'
<br />1.'- o'
<br />
<br />TABLE 2: MAX. ROOF' BEAM SPANS FOR SCREEN & ClASS Roo"S. UTIUTY ROOMS.
<br />Sl-iEDS AND OTHER ENClOSED STRUCT1,JRES W/ SOliD ROOFS
<br />ALUMINUU BEAMS Of' 606J T-6 ALLOY
<br />EXA1.CPLE: FOR SPAN 'L' ON DRA'MNG USE LOAD WlOTH '" .w" /2 + O.H.
<br />2'x .'x 00050' TILT BEAM: LOAD ~011; ". "'/2 + 2'OoH. ". g'
<br />LOAD ~TH ". g'; LL 0 221/SF'; SPAN'" .'- 6'
<br />LOAD 'MTH = g'; 100 MPH W, L; SPAN = J'- 9' USE J'- g'
<br />BEAM SIZE SEAM SPAN FOR DESlGNATtO lOAOS
<br />BEAM LIVE lOAD'MND LOAD
<br />LOAD WIDTH 221/SF J21/S'
<br />
<br />2'x 2'xO.D'" EXTRUSION
<br />5' 5'-10'
<br />0' 5'- .'
<br />7' .'-,,'
<br />a' .'- ]"
<br />9' .'- .'
<br />10' .'- l'
<br />,,' J'-'"
<br />2'x 2'x 0.050' EXTRUSION
<br />5' 6'-" 5'- o' 5'- I' .'- 7' .'- J'
<br />S' 5'- 7" 4'- o' .'-]' .'- 2' J'-11'
<br />r 5'- 2' .'- 2" .'- J" .3'-". J'- 7"
<br />a' "-10' J'-'" .'- o' J'- 7" J'- 4"
<br />g' EXAMPLE .'- 6' J'- a' J'- g. J'- 5. J'- 2'
<br />'0' .'-.' J'- 6' .3'- 7" .3'- J' J'- O'
<br />,,' .'-,' J'-,' .3'- 5' J'-'" 2'-10'
<br />2.x 2.x Do09J EXT OR 2'x J'xOo050" TILT BEAM OR 2'x J'xO,050' EXTRUSION
<br />5' a'- o. 6'- 6' 6'- 8. 6'- o' 5'- 7"
<br />6' 7'-'" 5'-'" 6'-" 5'- 6' 5'-'"
<br />7' 0'- g' 5'- 0" 5'- 70 5'-" .'- a'
<br />a' 6'-'" 5'- 2" 5'- J' .'- g' .'- 5'
<br />g' 5'-". "-10' "-1'. .'- o' .'-,.
<br />'0' 5'- a' .'- 7' .'- a. .'- J' J'-','
<br />,,' 5'- 5' .'-.' .'- S' .'- o' J'-10'
<br />J"x 2'x 0.050' EXTRUSION
<br />5' 7'- 5"
<br />6' 0'- g'
<br />r 6'- J'
<br />a' 5'-10'
<br />g' 5'- 6'
<br />'0' 5'- J'
<br />,,' 5'- 0"
<br />J'x 2'xO,070' EXTRUSION
<br />5' a'- ..
<br />0' 7'- a'
<br />7' 7'- ,.
<br />a' 6'- 7"
<br />g' 6'- J.
<br />10' 5'-'"
<br />,,' 5'- a.
<br />
<br />.'_ gO
<br />.'- .'
<br />.'- o'
<br />J'- g'
<br />J'- 6'
<br />J'- 4'
<br />.3'- 2'
<br />
<br />0'- I"
<br />5'- 6'
<br />5'- ,.
<br />.'- g"
<br />.'- 6'
<br />.'- J'
<br />.'- ,.
<br />
<br />0'-10'
<br />0'- J.
<br />S'- g'
<br />5'- 5'
<br />5'- ,.
<br />"-10.
<br />.'- 7.
<br />
<br />"-10'
<br />.'- 5'
<br />.'- ,.
<br />J'-'O.
<br />.3'- 7'
<br />J'- 5.
<br />J'- J'
<br />
<br />6'- 2'
<br />5'- 7'
<br />5'- 2'
<br />"-10'
<br />.'- 7"
<br />4'- ..
<br />.'- 2'
<br />
<br />6'-1 l'
<br />6'- ..
<br />5'-10.
<br />5'- 6.
<br />5'- 2.
<br />.' -".
<br />.'- 8.
<br />
<br />100 t.lPH
<br />
<br />.'- 5'
<br />4'- O'
<br />J'- g'
<br />.3'- o.
<br />J'- J'
<br />J'- ,"
<br />2'-'"
<br />
<br />5'- 7'
<br />5'- ,.
<br />.'- g'
<br />.'- 5'
<br />.'- 2"
<br />.3'-,,'
<br />J'- g'
<br />
<br />6'- .'
<br />5'- g'
<br />5'- ."
<br />5'- O'
<br />.'- a'
<br />.'- 5'
<br />.'- J"
<br />
<br />"0 MPH
<br />
<br />.'- ,.
<br />J'- g.
<br />J'- 5'
<br />J'- 2.
<br />J'- 0"
<br />2'-10'
<br />2'- g'
<br />
<br />5'- 2'
<br />.'- g'
<br />.'- ."
<br />4'- ,-
<br />.3'-10'
<br />.3'- 8'
<br />J'- 0"
<br />
<br />5'-10'
<br />5'- ."
<br />
<br />.'-,,'
<br />.'- 7'
<br />.'- 4.
<br />4'- ,.
<br />J' -,,'
<br />
<br />'20 1.CPH
<br />
<br />TABLE 2: MAXo ROOF BEAM SPANS FOR SCREEN clc GlASS ROOMS. UTILITY Roo1.CS,
<br />SHEDS AND OTHER ENClOSC:O STRUCT1JRES w/ SOliO ROOFS
<br />ALl.;MINL;U BEA"S OF' 006.3 T -0 AllOY
<br />EXAMPLE: FOR SPAN "L' ON ORA'MNG USE LOAD WIDTH '" 'w" /2 + O,H.
<br />2.x .'x 0.050" TILT BEA"': LOAD WIDTH '" "'/2 + 2'O.H, '" g'
<br />LOAD 'MTH = g'; L.L. 0 221/Sf'; SPAN", .'- 6'
<br />LOAO WI~ '" g'; 100 MPH W. L; SPAN'" J'- g. USE J'- g'
<br />BEAI.l SIZE BEAt.I SPAN FOR DESIGNATED LOAOS
<br />BE A" LIVE LOAD WIND lOAD
<br />LOAD WIDTH 221/SF 321/S'
<br />
<br />2.x .'x O,050.x TiLT BEAI.l
<br />5' g'- g'
<br />5' 8'-1 I'
<br />r a'- .3'
<br />a' r - g.
<br />g' r- J.
<br />'0' 6'-""
<br />,,' 6'- 7"
<br />2.x '.x O.044.x 0.120' S,...B,
<br />s' 12'-10' 10'- s' 10'- 8' g'- a. a'-".
<br />6' ,,'- 6' g'- 6. g'- 6' 6'-10. 6'- 2'
<br />7' '0'-10' a'-10' g'- o' a'- 2' r- 7'
<br />a' '0'- I" a'- J' a'- 5. r- a' 7'-,'
<br />g' 9'- o' r- g' 7'-11' r- 2' 0'- a'
<br />'0' g'-,' 7'- 5' 7'- o' 0'-10. 6'-'"
<br />,,' a'- a' 7'- O' r- 2" 0'- o. 0'- O'
<br />'0 11;E St.lALLER SPAN FROM THE LL OR THE WIND LOAD TABLE GOVERNS.
<br />
<br />100 l.CPH
<br />
<br />\1 0 MPH
<br />
<br />120 l.CPH
<br />
<br />a'- O'
<br />7'- J'
<br />0'- 9"
<br />0'- J'
<br />5'-1"
<br />5'- 7"
<br />5'- ..
<br />
<br />a'- ,.
<br />7' - 5"
<br />6'-10.
<br />6'- 5.
<br />6'- o.
<br />5'- g'
<br />5'- 5'
<br />
<br />7'- .'
<br />6'- 9'
<br />6'- J"
<br />5'-10.
<br />5'- 6'
<br />5'- 2'
<br />.' - " .
<br />
<br />6'-10.
<br />6'- J"
<br />5'- 9'
<br />5'- 5.
<br />5'- ,.
<br />"-'0.
<br />.'- 7"
<br />
<br />TABLE J: MAXI..Uf.l HEIGHT Of' UPRIGHTS FOR SC~EEN AND ClASS ROOt.lS
<br />EXTRUSTIONS AND SELF' MATING BEAMS Of' 606J T -6 ALU1.CINUM ALLOY
<br />
<br />USING SCREE.~ PANEL 'MOTH .,#1' (SEE TYPICAL ClASS ROOM DRA'MNG), SELECT
<br />UPRIGHT REQUIRED FROU 11;E MAX HEIGHT ALLOWED FOR EACH EXTRUSION
<br />
<br /> 'MOTH .W"
<br /> 38' '2' 4a" 5" 60' 6S" n' 7a"
<br />EXTRUSION
<br />2.x 2'x 0.044" 9'- 2' 8'- S' r-'I' 7'- 6. r- ,. 6'- g'
<br />2'x 2.x 00050. '0'- 2" g'- 5' a'-10' a'- 2' r-,," r- 6" r- 2' 6' -,,'
<br />2"x 2'x O.09J' '2'-'0' ,,'-,,' ,,'- ," '0'- 6' g'-,,' g'- 6' g'- ,. a'- a'
<br />J'x 2'x 0.050' '0'- a' g' -,," g'- J' a'- g' a'- J' r-,,' r- 6' r- J'
<br />2'x J'x 0.050' 12'-10' ,,'-,,' 1"- " 10'- 0" 9'-11' 9'- O' g'- l' a'- a'
<br />J'x 2'x 0.070. 'J'- a' 12'- a" "'-10' ,,'- 2' '0'- o. '0'- " 9'- a' g'- J'
<br /> -
<br />NOTES: ClASS ROC!.lS 11;E AOOITlON Of' AN ALUMINU'" FRAME 'MNOOWS WI ClASS PANES THAT
<br /> ARE DESlC."EO TO "0 1.CPH WIND LOAD REQlJIREMENTS TO THE ABOVE UPRIGHT SIZES
<br /> INC',EASES THE STRENGTH so THAT ADOITlONAL FRAt.lING IS NOT REQUIRED,
<br />
<br />SCHEDULE Of' ALLOWABLE lOAOSjl.fox ROOF' AREA FOR ANCHORS
<br />
<br />ANCHORS INTO WOOO FOR ENClO5tD BUILDINGS
<br />ALLOWABLE LOADjl.lox lOAO AREA(SF) 0 '20 MPH WINO UPLIFT LOAD
<br />, ANCHORS 1 2 J .
<br />Dio. ANQ-fORx E"8ECl.lE.~T
<br />1/"x ,. 26~I/ 6-SF'
<br />,/.'x '-'/2" Jg61/10-SF
<br />,/,'x 2-'/2. 660l/'6-SF'
<br />5/'6"x ,. J'21/ a-SF
<br />5/'6.x '-'/2' 4681/1'-SF'
<br />5/16'x 2-'/2' 780I/,g-SF'
<br />.3/a.x ,. J561/ 9-Sf
<br />J/a'x '-'/2' 5.3<41/1.3-Sf'
<br />J/a'x 2-'/2' 890l/22-SF'
<br />
<br />5261/12-S,
<br />7921/20-SF'
<br />',.320l/32-Sf
<br />62,,/'5-Sf
<br />gJ61/2J-Sf
<br />l,560l/38-Sf
<br />7'21/17-Sf'
<br />',06a,/20-Sf
<br />'.780I/.J-Sf'
<br />
<br />7921118-SF
<br />','881/.30-Sf
<br />',980l/48-Sf
<br />9J61/2J-SF'
<br />',4C<41/J<4-SF
<br />2..34OI/57-Sf'
<br />',0681/20-Sf
<br />1,6021/J9-Sf
<br />2.670l/65-SF
<br />
<br />1,0561/24-SF'
<br />',58<41/40-SF
<br />2,6401/6'-Sf
<br />',2'8I/J' -SF
<br />',a72I/40-SF'
<br />J,'201/76-SF
<br />l,'241/35-SF
<br />2.1.361/52-SF
<br />3.560l/a7-SF
<br />
<br />ANCHORS iNTO CONCRETE: FOR ENClOSED BUILDINGS
<br />ALLOWABLE LOADjl.fox LOAD AREA(SF) 0 120 MPH WIND LOAD
<br />I ANCHORS' 2 .3 .
<br />Dio. ANCHORx EM8EOt.lENT
<br />'/'.x '-'/2' 7571/'8-Sf
<br />.3/a'x 1-1/2" 1,0571/26-SF
<br />'/2'x 2-1/'. ',44JI/J5-SF
<br />
<br />, ,5141/.37-Sf 2,27' 1/ 55-S, J.02al/ 74-SF
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