|
<br />TABLE ': MAXIMUl.I SPANS FOR RO'l'AL ALUMINUM SUPER PAN PANELS OF 3105 H-Za ALLO'l'
<br />WIND LOADS PATENT 1 4,91a.898
<br />CARPORTS. SCREEN .k VINYL ROOMS, .k OTHER OPEN BUILDINGS
<br />O.H, CONDITION NO O. H, I' 0, H. 2' 0, H,
<br />2-1/2"x 0.019' 100 "'PH W, L. 1.'- 9" 14'- a" 15'- 2"
<br />"0 MPH W, L. lZ'- 9" lZ'-10" 13'- I"
<br />120 MPH W. L. 11'- S" 11'- 7' 12'- 0"
<br />2-1/2"x 0,022' 100 MPH W, L. 15'-]' 1S'- 9" 16'- 3"
<br />110 MPH W, L. 13'-10' 13'-"" 14'- 2"
<br />120 MPH w. L. 12'- a" 12'- a" 13'- I"
<br />2-1/2"x 0.028' 100 MPH W. L 16'-11" 17'- I" 17'- 5.
<br />110 MPH W. L. 15'- 2. 15'- 3. 15'- ].
<br />120 MPH W. L. 13'-10. 14'- 0" 14'- 5"
<br />2-1/2"x 0.030' 100 MPH W, L '7"- 9. 1]'-10. 18'- 2.
<br />110 MPH W. L. '5'-11. 16'- O. 16'- 4.
<br />120 YPH W. L. 1.'- 6. \4'- r 15'- O.
<br />2-1/2.x 0.036' 100 I.lpH W. L 19'- ,. 19'- 2. 19'- 6.
<br />110 MPH W, L 1]'-'. 17'- 2. 17"- 6.
<br />120.YPH W. L 15'- r 15'- a. 16'- ,.
<br />ALL BUILDING WES - UVE LOAD
<br />O.H. CONDITION
<br />2-1/2.x 0.019.
<br />
<br />2-1/Z.x 0.OZ2.
<br />2-1/2.x 0.02a.
<br />2-1/2.x 0.030.
<br />2-1/Z.lt 0.036.
<br />
<br />3' 0, H,
<br />15'- r
<br />14'- ,.
<br />12'- a"
<br />16'- a"
<br />15'- O.
<br />13' - 9.
<br />la'- 0"
<br />16'- 4.
<br />15'- l'
<br />18'- 9.
<br />'7'- O.
<br />15'- a.
<br />20' - O.
<br />la'- O.
<br />16'- a.
<br />
<br />20 liSP L. L.
<br />.}O IISF L. L
<br />20 IISF L L.
<br />.}O I/SF L L
<br />20 IISF L. L
<br />.}O IISF L. L
<br />20 IISF L L
<br />.}O IISF L. L
<br />20 IISF L L.
<br />.}O IISF L. L.
<br />
<br />NO O. H. I' O. H, 2' O. H. 3' O. H.
<br />1.'- 5. 1.'- 7. 14'-". 15'- 6.
<br />,,'- 4. ,,'- 6. 11'-". 12'- 7-
<br />15'- 6. 15'- a. 16'- O. 16'- ].
<br />12'- 5. lZ'- 7- lJ'- O' 13'- a'
<br />16'-10. 11'- O. '7'- 4' 11'-".
<br />1J'- g. 'J'-I'. 1.'- 4. 15'- O.
<br />11'- a' 17'- 9" la'- ,. la'- a.
<br />14'- 5. 14'- 6. 14'-1'. 16'- 7-
<br />19'- o. 19'- ,. 19'- 5. 19'-".
<br />15'- a. 15'- t' 1a'- O' 1a'- 7-
<br />
<br />1. TOTAL ROOF PANEl. WlOTH ,. ROOM WlOTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. THE SMALLEST VAlUE OF THE WINO LOAD TA8lE OR THE UVE LOAD TABLE COvtRNS.
<br />
<br />TA8lE 1: MAXlIAUM SPANS FOR RO'l'AL ALUMINUM 'W- PANELS OF 3'05 H-2a ALLOY
<br />WINO LOADS
<br />CARPORTS. SCREEN .k VINYL ROOI.lS. &c OTHER OPEN BUILDINGS
<br />O.H. CONOtTlON NO O. H. I' O. H. 2' O. H.
<br />O.O.}O. 'N PANELS 100 MPH W. L. 15'- a' 15'-10. 16'- 2-
<br />"0 '-lPH W. L. 14'- ,. 1.'- 2' 14'- 7-
<br />120 MPH W. L. 12'-10' lJ'- O. lJ'- 5.
<br />0.034' 'II PANELS 100 MPH W. L 17'- 5. 17'- a' 11'-10'
<br />110 MPH W. L 15'- 7- 15'- a' 17'-10.
<br />120 MPH W. L ,.'- 2- 14'- .' 14'- 9.
<br />ALL BUILDING TY?C:S - UVC: LOAD
<br />O.H, CONDITION NO O. H. I' O. H. 2' O. H, 03' O. H.
<br />0.030' 'II PANELS 20 I/st L L 15'- 7- 15'- g' la'- l' 1a'- 9.
<br />.}O list L L 12'- 9' 12'-11' 103'- 4' 14'- I'
<br />0.034. 'N PANELS 20 I/SF L L 17"- 4' 17'- 5' 17'- 9' 1a'- 4.
<br />.}O IISF L L 14'- I' 1.'- J. 14'- 7' 15'- 4'
<br />I. TOTAL ROOF PANEL WIDTH ,. Rooy WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. THE SIAALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TASLE caVC:RNS.
<br />
<br />J' O. H.
<br />15'-10'
<br />15'- 3-
<br />14' - 2'
<br />113'- 5'
<br />16'- I'
<br />15'- 5.
<br />
<br />TABLE I: MAXl\AU\A SPANS FOR STANDARD ALU"'INUI.I ROOF' PANELS OF 3105 H-28 ALLOY
<br />WIND LOADS: CARPORTS, SCREEN RooIAS, AND OTHER O?E:N BUilDINGS
<br />O.H. CONOITION NO O. H. l' O. H. 2' O. H.
<br />J'lt 0.026' 100 IAPH W. L 15'-". 16'- I. la'- s-
<br />IlO ....PH W. L 14'- 03- 14'- 5' 1.'-10'
<br />120 lA?H W. L. 'J'- 0- IJ'- 2. !J'- r
<br />100 IAPH W. L 113'-10' 113'-". 19'- 03-
<br />"0 ...PH W. L 16'-'0' 16'-11' 17'- 4'
<br />120 lAPH W. L 15'-.' 15'- 6' 15'-,,'
<br />UVE LOAO; ALL BUILDINC TY?E:S
<br />O.H. CONQITION
<br />J-x 0.026'
<br />
<br />J'x 0.OJ2.
<br />
<br />J' O. H.
<br />17'- O'
<br />15'- S'
<br />14'- 4'
<br />19'- 9'
<br />17'-""
<br />16'- 6'
<br />
<br />J'lt 0.OJ2'
<br />
<br />NO O. H. I' O. H. 2' O. H. J' O. H.
<br />20 I/SF L L 'a'- I' la'- 2' 16'- r 17'- 2-
<br />.}O IISF L L 1J'- l' lJ'- J' lJ'- a. 1.'- 5'
<br />20 IISF L. L. 113'-.' la'- 5' la'- g' 19'- 3.
<br />30 list L L 14'-,,' 15'- ,. 15'- a' 16'- "
<br />1. TOTAL ROOF PANEL WIDTH oa ROOY WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. THE SMALLEST VALUE OF' THE WIND LOAD TABLE OR THE LL. TABLE caVERNS.
<br />
<br />TABLE 1: I,4AX1MU\I SPANS FOR iNDUSTR'l' STANDARD ALUMiNU'-' COMPOSITE ROOF'
<br />PANELS 'N!310S-H14/l"'-25 ALUMINUM ALLO'l' SHEATHINC & 1.01 EPS CORE
<br />'NINO LOADS
<br />CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS.
<br />O.H, CONDITION NO O. H, I' O. H, 2' 0, H. 3' O. H.
<br />J'" 0,019' 100 t,I?H W. L 14'- 2' 14'- 4' :4'- a' 15'- 4'
<br /> 110 MPH W, L. '2'- 7- 12'- 9" 13'- ,. 13'- 9.
<br /> 120 MPH 'II, L. ,,'- 4" \1'- 6" \1'-10" 12'- 5"
<br />3." 0.024. 100 I,4PH W, L. 15'- 4' 15'- 6. 15'-10" 1a'- 6"
<br /> 110 MPH W. L 13'- 9. 13'-1'" 14'- 4" IS'- o'
<br /> 120 "'PH W. L. 12'- 6' '2'- a' '3'- 2' lJ'-'"
<br />J.x 0.030' 100 MPH W, L. 16'- a" 16'- 9" 17'- 2" '7'- 9'
<br /> 110 MPH W, L 14'-1'. 15'- D' 15'- 5" la'- ,"
<br /> 120 MPH W. L !J'- 7. 13'- 9' 14'- 2' '4'-10.
<br />4." 0.019. 100 MPH W. L lJ'- 2" 13'- 4" 13' - a. 14'- 4'
<br /> 110 lAPH 'II, L \1'- 5. 11'- ]" 11'-1 ,. 12'- ]"
<br /> 120 MPH W. L 10'- 4' 10'- 6" 11' - 0" ,,' - a'
<br />4'x 0.024' 100 MPH 'II, L. 1S'- a' 15'-10' 16'- 2" 16'-10'
<br /> 110 I.lPH 'II, L 1.'- o. 14'- 2' 14'- ]. 15'- J'
<br /> 120 I.lPH W. L '2'-10" IJ'- o' lJ'- 5" 14'- 2.
<br />4'x 0.030' 100 MPH W. L 18'- a' la'-10" 19'- " 19'- r
<br /> "0 MPH W. L 16'- g' 16'-10' , 7' - 2' 17'- 9.
<br /> 120 lAPH W. L 15'- 3' 15'- 4' 15'- 9" 1a'- 4.
<br />UVC: LOAD (INClUDES 2 IISF DEAD LOAD)
<br />ALL BUILDING WES
<br />3'lt 0.019" 2211SF ,,'-''' lZ'- I' 12' - 5' lJ'- l'
<br /> J211SF 9'- 9. 9'-1'" 10'- 3' 10' -,,'
<br />3'lt 0.024' 221/SF !J'- l' !J' - 2. 1J'- a' 14'- 5'
<br /> 321/SF 10'-10' ,,' - o' 11'- s" 12'- 5'
<br />J'lt O.O'}o' 221/SF 14'- 2' 14'- 4. 14'- 9' 15'- 5'
<br /> nl/SF '1'- 9' , "-\1' 12'- 5' IJ'- 2'
<br />4'lt 0.019' 221/SF 12'- 4' 12'- 6' 12'-10' lJ'- a'
<br /> JZIISF 10'- 2' 10'- 4' 10'- a' 1"- 4.
<br />4'lt 0.024' 221/SF lJ'- 5' lJ'- 5" 14'- o' 1.'- a'
<br /> J21/SF ,,'- ,. ,,'- 3' ,,' - 9' 'Z'- 7-
<br />4.x 0.030' 2211SF 15'-11' 15'- O' 16'- 5. 1 7' - o'
<br /> 321/SF lJ'- 2' '3'- 4' 1 J' - g" 14'- 6.
<br />
<br />1, TOTAL ROOF PANEl. WIDTH ,. ROOY WlOTH + WALL WIDTH + OVERHAI'.G.
<br />2. THE LESSER SPAN OF' WINO LOAD OR UVE LOAD Sl1ALL caVERN.
<br />
<br />4'- 9'
<br />4'- 4-
<br />.'- O'
<br />J'- 9'
<br />J'- 6'
<br />J'- 4'
<br />J'- 2'
<br />
<br />6'- I'
<br />5'- a'
<br />5'- I'
<br />4'- 9'
<br />4'- a'
<br />4'- 3'
<br />4'- ,.
<br />
<br />a'-10.
<br />a'- J'
<br />5'- 9'
<br />5'- 5'
<br />5'- I'
<br />4'-10'
<br />4'- 7'
<br />
<br />100 "'PH
<br />
<br />"0 f,lPH
<br />
<br />'20 MPH
<br />
<br />4'-10'
<br />4'- s.
<br />4'- I'
<br />J'-10'
<br />J'- 7'
<br />J'- S'
<br />J'- 3.
<br />
<br />4'- 5"
<br />4'- o.
<br />J'- g'
<br />J'- 6'
<br />03'- J'
<br />J'- I'
<br />2' - ".
<br />
<br />.'- ,.
<br />J'- g.
<br />J'- 5'
<br />J'- 2'
<br />03'- o'
<br />2'-\0'
<br />2' - g'
<br />
<br />a'- 2'
<br />5'- 7'
<br />5'- 2'
<br />4'-10'
<br />.'- 7"
<br />4'- 4.
<br />4'- 2'
<br />
<br />5'- 7'
<br />5'- I'
<br />4'- 9'
<br />4'- 5.
<br />4'- 2'
<br />3'-1'"
<br />J'- g'
<br />
<br />5'- 2'
<br />4'- 9.
<br />4'- 4'
<br />4'- ,.
<br />J'-10'
<br />3'- a'
<br />3'- 6'
<br />
<br />a' -".
<br />5'- ."
<br />5'-10.
<br />5'- 6'
<br />5'- 2'
<br />4'-".
<br />4'- a'
<br />
<br />a'- 4'
<br />5'- 9'
<br />5'- 4'
<br />5'- O'
<br />4'- a.
<br />4'- 5"
<br />4'- J"
<br />
<br />5'-10'
<br />5'- .'
<br />4' -,,'
<br />4'- 7-
<br />4'- 4"
<br />4'- 1"
<br />3' - " .
<br />
<br />TABLE 2: MAX. ROOF' BEAM SPANS FOR SCRHN .It CLASS ROOMS. UTIlITY ROOMS.
<br />SHEDS ANO OTHER ENCLOSEO STRVCT\JRES 'NI SOLID ROOfS
<br />ALUMINUM BEAMS OF 50603 T -6 ALLOY
<br />EXAlAPlE: FOR SPAN .L' ON DRAWlNC USE LOAD 'MOTH " 'W" /2 .. Q,H,
<br />2"x 4'x 0.050" TILT BEAM: LOAD WIDTH oa 14'/2 .. 2'O,H, a 9'
<br />LOAD WITH" g'; LL. 0 22I1SF'; SPAN" 4'- 6.
<br />LOAD WITH " 9'; 100 f,lPH 'N, L.; SPAN" 3'- 9' USE J'- 9'
<br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAI.l UVE LOAD WINO LOAD
<br />LOAD 'NlDTH 22115. 32 liS.
<br />2.x 4"x O.OSO"x TILT BEAl.l
<br />5' 9'- g'
<br />6' 8'-".
<br />]' 8'- 3'
<br />a' l' - 9'
<br />9' l' - J'
<br />10' 6'-11'
<br />1" 6'- 7-
<br />2'lt 4'x O.044'lC 0.120' 5.\1.6.
<br />5' 12'-10' 10'- 5' 10'- a' g'- a' a'-,,'
<br />6' ,,'- a- g'- 6' 9'- a' a'-10' a'- 2'
<br />7' 10'-10. a'-10' 9'- o. 8'- 2' 1'- r
<br />a' 10'- I' a'- J' 13'- 5' 1'- a' 7'- l'
<br />9' 9'- a' 7'- 9' 1'-,,' 1'- 2' 6'- a'
<br />la' 9'- " 1'- 5- 7"- 6. a'-10' 6'- 4'
<br />1" 8'- a' 7'- o' 7'- 2' a'- 6' 5'- o'
<br />1, THE SMALLER SPAN FROY THE LL OR THE WINO LOAD TA8LE ca~RNS.
<br />
<br />100 MPH
<br />
<br />110 f,lPH
<br />
<br />120 MPH
<br />
<br />a'- o'
<br />7'- 3'
<br />6'- 9.
<br />6'- J'
<br />5'-1"
<br />5'- ].
<br />5'- 4.
<br />
<br />a'- l'
<br />7" - S.
<br />6'-10'
<br />6'- 5'
<br />6'- 0"
<br />5'- 9.
<br />5'- 5'
<br />
<br />7'- 4"
<br />6'- g'
<br />a'- J'
<br />5'-10"
<br />5'- 6'
<br />5'- 2'
<br />4' -,,'
<br />
<br />6'-10'
<br />a'- J'
<br />5'- 9'
<br />5'- 5'
<br />5'- I.
<br />.'-10'
<br />4'- 7-
<br />
<br />TABLE 3: MAXIMUM HEiGHT OF UPRIGHTS FOR SCREEN AND ClASS ROOMS
<br />EXTR\JSTIONS AND SELF ),fATING SEAMS OF 505J T -5 AlUMINUM AlLOY
<br />
<br />USING SCRt:EN PANEl. WlOTH 'W- (SEE TY?ICAL GlASS ROC", DRAWING), SELECT
<br />UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
<br />
<br />.;; ~
<br />d ~o ~
<br /> 3
<br />0" ~~ Vi
<br />H ~ 0
<br />010 o~ .., j
<br />"'d ao Co;
<br />~... [3",,:; ~ u
<br />.,.OJ 8 ~
<br />I~ ~h '"
<br />0 - u ~
<br />~~ ~~e " ~ao
<br />III!!! ~ ! ~'i'
<br />~z li~ ~ -"'
<br />:Ji~ z'"
<br />~5 a9
<br />~~ g ~3
<br />III~ III '" ",ij
<br />~~ i"5 ~ i!l!
<br />~h < "'III
<br />i!lg ~"
<br />_dO :5 ;=~
<br />n 1II~g: 01
<br />~ 0; ,oj
<br />
<br />10
<br />o
<br />o
<br />., -:1
<br />I NtO
<br />~o ~a;
<br />;; "8-~1
<br />~ ;!;ra~~
<br />,,<o-r1O
<br />-<OO<oI~1
<br />~8.-g"1068
<br />,.,,'" 5""0<0
<br />oat.:;:(!j 101
<br />.10 at";" I -
<br />~s~'-'g~~
<br />J:Ln3o.....~g
<br />-i c: "'_ 9
<br />viq:~~.2:'O
<br />::)o.....o.,,-,,-z
<br />
<br /> WID TH 'w"
<br /> 36' 4Z' .a' 54' 60' 156' 72- 7a-
<br />EXTRUSION
<br />2'x 2.lt 0.04.' g'- 2- 8'- a' 7'-,,' 1'- 6' 7'- l' a'- 9'
<br />2'x 2.x 0.050' 10'- 2- 9'- 5' a'-10' a'- 2- 7'-,,' 7'- a- 7'- 2- a' -".
<br />2-x 2'x 0.09J' 12'-10- 11'-11' ,,'- " '0'- 6' 9'-11' 9'- s' 9'- " a'- a-
<br />J'x 2'lt 0.050' 10'- a- 9'-'" g'- J' a'- g" a'- J- 7'-11. 7'- a. 1'- J'
<br />2'x J'x 0,050' 12'-10' 11'-11' 11'- I' 10'- a' 9'-11' 9'- a. g'- l' a'- 8-
<br />J'lt 2'lt 0.070' lJ'- a- '2'- a' 11'-10' ,,' - 2. 10'- 6' 10'- " 9'- a- 9'- J-
<br />NOTES: ClASS ROC!.lS THE ADDITION OF' AN ALUMINUM FRAME WINDOWS '11/ ClASS PANES THAT
<br /> ARE DESlGNED TO 110 MPH WIND LOAD REQUIREMENTS TO n;E ABOVE UPRIGHT SIZES
<br /> INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIREO,
<br />
<br />SHEDULE OF' ALLOWABLE LOADS !MOlt ROOF' AREA FOR ANCHORS
<br />
<br />ANCHORS iNTO 'NOOO FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD !MOlt LOAD AREA(SF) 0 120 MPH WINO LOAD
<br />I ANCHORS' 2 J 4
<br />Dio, ANCHORlt EM8EDMENT
<br />
<br />l/"'lC ,. 25411"-SF S281/22-SF 792I/J3-SF 1,056// <<-SF
<br />1/4'lt 1-1/Z' 3961/16- SF 7921133-SF 1,1881149-SF 1,58411 55-SF
<br />1/4'lt 2-1/2' 6001/Z7-SF 1,3201155-SF 1,98011a2-SF 2.a4Dl/l09-SF
<br />5/'6'lt l' 3121/1 J-SF 6241126-SF 9361/ J9-SF 1,24,8// 52-SF
<br />5/1a'x 1-1/2' 46811'9-SF 9J61/J8-SF 1,4Q41/ 59-SF 1,8721/ 78-SF
<br />S/la'x 2-1/Z' 7a01132-SF I,SoOI/54-SF 2.J4,01/ 97-SF J, '201/1.}O-SF
<br />J/a'lt l' J56I/15-SF 7121/.}O-SF 1,068// 44-SF 1,4241/ 59-SF
<br />J/a.lC 1-1/2' SJ41/22-SF 1,0681/44-SF 1,6021/ 66-SF 2,136// 89-Sf
<br />J/8'lt 2-'/2" 890l/37-st 1,780l/74-SF Z.6701/111-SF 3,5601/\48-SF
<br />ANCHORS INTO CONCRETE FOR O?E:N 8UILDINGS
<br />
<br />ALLOWABLE LOAD!Molt LOAD AREA(SF) 0 120 MPH WINO LOAD
<br />I ANCHORS 1 2 J .
<br />Dio. ANCHORlC EM8EOlAENT
<br />
<br />'/4.x '-I/Z-
<br />J/8'lC 1-1/2'
<br />1/2-x 2-1/.'
<br />
<br />7571/Jl-SF 1,514115J-SF 2.2711/95-SF J,0281/126-SF
<br />1,OS71144-SF 2.'14I/a8-SF .J,1711/'J2-SF 4,2281/17a-SF
<br />1,4,.JI160-SF 2.88611120-SF 4,3291/'60-SF 5.7721/240-SF
<br />
<br />TA8LE 2: MAX. ROOF SEA", SPANS FOR SCREEN &c GlASS ROOMS. UTIUTY ROOMS,
<br />SHEDS AND OTHER ENCLOse:D STRUCT\JRES 'H/ SOUD ROOFS
<br />AlUMINU.". BEA....S OF 6063 T-5 ALLOY
<br />EXAMPLE: FOR SPAN '"1..' ON DRAWING use: LOAD WlDn; " 'w"IZ + O.H.
<br />2.x 4.lt 0.050' TILT BEAM: LOAD WIDTH = 14'/2 + to.H. = 9'
<br />LOAD WITH ,. 9'; LL 0 22 list: SPAN = 4'- 6'
<br />LOAD WITH ,. g'; 100 MPH W. L; SPAN = 03'- 9' USE 3'- 9'
<br />BEAM SIZE SEA", SPAN FOR DESIGNATED LOADS
<br />BEAM UVE LOADWlNO LOAD
<br />LOAD WIDTH 2211st 3211SF
<br />
<br />2'lt 2'xQ.044' EXTRUSION
<br />5' 5'-10'
<br />a' 5'- 4'
<br />7" 4' -11'
<br />8' 4'- 7-
<br />9' 4'- 4'
<br />10' 4'- "
<br />1" J'-ll'
<br />2'x 2'lt 0.050" EXTRUSION
<br />5' 6'-" 5'- O' 5'- I' 4'-]' 4'- J'
<br />6' 5'- r .'- 6' 4'- 7- .'- 2' J'-'"
<br />7' 5'- 2' 4'- 2' 4'- J' J'-'" J'- 7'
<br />8' 4'-10' J'-1" 4'- O. J'- 7' J'-.'
<br />g' EXAMPLE 4'- a' J'- a' 3'- g' J'- 5' 03'- 2'
<br />10' .'- 4' J'- s' J'- 7" J'- J' J'- o.
<br />,,' 4' - 1" J' - .' J' - S' J' -,' 2' -10'
<br />2'x 2'lt 0.093 EXT OR 2'x J'xO.050' TILT BEAM OR 2'x J'xO.OSO. EXTRUSION
<br />5' a'- o' a'- a' a'- a' a'- o' 5'- r
<br />6' 7'- 4' 5'-11' a'- I' 5'- a' S'- "
<br />7' 6'- g' 5'- a' 5'- 7' 5'- I' 4'- 8'
<br />a' a'- 4" 5'- 2' 5'- J- 4'- g' 4'- 5.
<br />g' 5'-'" 4'-10' 4'-'" 4'- 6' 4'- "
<br />10' 5'- a' 4'- 7' 4'- a' 4'- 3' J'-1"
<br />II' 5'- s' .'- 4. .'- 5' 4'- o' 3'-10.
<br />3'x 2'x 0.050' EXTRUSION
<br />5' l' - 5'
<br />6' a'- 9'
<br />7' 6'- J'
<br />a' 5'-10'
<br />9' 5'- 6"
<br />10' 5'- 3'
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