|
<br />lA8I,E I: MAXi~U~ SPANS FOR ROYAL ALUMINUf.A SUPER PAN PANELS OF Jl05 H-28 ALLOY
<br />'MNO LOADS PATENT I 4,918,898
<br />GLASS ROO~S, UTIliTY ROOMS, SHEDS, & OTHER ENCLOSED BUILDINGS
<br />O.H. CONDITION NO 0, H. " O. H. 2' O. H,
<br />2_1/20.0,0,go 100 I.IPH 'N. L. 10'-100 ,,.- 00 11'- 50
<br />110 I.lPH 'N. L. 9'- 90 g'_"o 10'- 40
<br />120'APH W. L. 8'_,,0 g'_ 20 9'- go
<br />2-1/20. 0,0220 100 I.IPH W. L. 1"- 70 1"- gO 12'- 20
<br />,,0 "'PH 'N. L. 10'- 50 10'- 70 ,,'_ ,0
<br />120 "'PH W. L. 9'- aO g'_"o 10'- 50
<br />2-'/20. 0.02ao 100 MPH W. L. 12'- 70 12'- gO ,J'- 20
<br />"0 "'PH W. L. ,,'- 50 ,,'- 7" 12'- ,0
<br />120 MPH W. L. 10'- ao 10'-100 ,,'- 50
<br />2-1/20. 0.0.300 100 MPH W. L. lJ'- 20 13'- 40 13'- gO
<br />110 ",PH W. L. 12'- Do 12'- 20 12'- a"
<br />120 ",PH 'N. L. ,,'_ JO ,,'_ 50 ,,'_,,0
<br />2-1/20. 0.0.360 100 MPH W, L. 14'_ 20 14'- 40 '4'_ 90
<br />"0 ...PH W. L. 12'-,,0 lJ'- ,0 IJ'- 00
<br />'20 MPH W. L. '2'- 10 '2'- JO 12'- a"
<br />ALL BUILDING TYPES - UVE LOAD
<br />O.H. CONDITION
<br />2-1/20. 0.0'9"
<br />
<br />J' O. H.
<br />12'- 20
<br />11'- 20
<br />10'- 50
<br />,2'_,,0
<br />,,'_,,0
<br />,,'- JO
<br />13'-,,0
<br />12'-,,0
<br />'2'- JO
<br />14'- 00
<br />IJ'- 50
<br />12'- 90
<br />'5'- 50
<br />14'- J"
<br />13' - 7"
<br />
<br />NO O. H. I' O. H. 2' O. H. J' O. H.
<br />20 IISF L. L. 14'_ 50 14'- 7" 14'-1,0 '5'- 00
<br />.30 IISF L. L. 11'- 40 ,,'- 00 11'-,,0 12'- 7"
<br />20 IISF L. L. 15'- 00 15'- aO 16'- 00 10'- 7"
<br />30 IISF L. L. 12'- 50 12'- 7" '3'- 00 1.3'- ao
<br />20 IISF L. L. 16'-'00 Ir- Do Ir- 4" ,r_"o
<br />30 IISF L. L. 13'- 90 13'-,,0 14'- 40 '5'- 0"
<br />2-1/20.0.0.300 20 IISF L. L. ,r- a" Ir- gO 1a'- I" la'- a-
<br />30 IISF L. L. 14'- 50 14'- 0" 14'-,,0 16'- r
<br />2-1/2". 0.0360 20 IISF L. L. '9'- 00 '9'- ,0 '9'- 50 19'-,,0
<br />.30 ,/SF L. L. 15'- 0" IS'- r 10'- 0" 16'- r
<br />I. TOTAL ROOF PANEL WIDTH '" Rool.l WIDTH PLUS WALL 'MOTH PLUS OVERHANG.
<br />2. T'rlE SMALLEST VAlUE OF THE WINO LOAD TABLE OR THE UVE LOAD TABLE GOVERNS.
<br />
<br />2-'/20. 0.0220
<br />2-1/20. 0.02ao
<br />
<br />TABLE I: ftlAXlMUIA SPANS FOR ROYAl AlUMINUI.l 0'11" PANELS Of Jl05 H-28 ALLOY
<br />WIND lOADS
<br />CLASS ROOMS. UTlUTY ROOMS, SHEDS. & OTHER E:."lCLOSED BUILDINGS
<br />O.H. CONDITION NO O. H. I' O. H. 2' O. H.
<br />0.0.300 W PANELS 100 MPH W. L. 1"- 80 "'-100 12'- 40
<br />110 /,iPH W. L. 10'- r 10'-100 ,,'- 40
<br />lio !.IPH w. L. 9'-,,0 10'- ,0 10'- a"
<br />O.O.Ho W PANELS 100 MPH W. L. '2'-1,0 13'- 00 13'- 60
<br />110 /,iPH W. L. ,,'- 90 II'_lIo 12'- SO
<br />120 MPH w. L. 1\'- 0" 1"- 2" ,,'- a"
<br />All BUILDING TYPES - UVE LOAD
<br />a.H. CONDITION
<br />0.0.300 W PANELS
<br />
<br />~ O. H.
<br />13'- ,0
<br />12'- 2"
<br />,,'- 7-
<br />'4'- 30
<br />IJ'- 20
<br />'2'- 00
<br />
<br />NO O. H. I' O. H. 2' a. H. 3' O. H.
<br />20 IISf' L.L. '5'- 7" 15'- go 16'- ,0 '6'- 90
<br />30 IISF L.L. 12'- 9" 12'-,,0 13'- 4" 14'- ,0
<br />0.0,340 W PANELS 2Q liS; L.L. '7'- 40 ,r- 50 Ir- 90 18'- 40
<br />.30 IISF L.L. 14'-'" 14'- J" '4'- 7" '5'- 40
<br />1. TOTAL ROOF PANEL WIDTH '" Rool.l WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. rriE SMALLEST VAluE OF THE WIND LOAD TABLE OR T1iE L.L. TABLE GOVERNS.
<br />
<br />TABLE I: MAXlMUIA SPANS FOR STANDARD ALUIAINUIA ROOF PANELS Of' 3'05 H-2a ALLOY
<br />WIND LOADS: CLASS Rool.lS. UTlUTY RoolAS, SHEDS, AND OT1iER ENC1..0SED BUILDINGS
<br />O.H. CONDITION NO O. H. " O. H. 2' O. H. 3" O. H.
<br />J". 0.0200 100 MPH W. L. "'-100 '2'- 0" '2'- 6" 13'- J"
<br />"0 MPH W. L. 10'- 90 '0'-,,0 ,,'- 60 '2'- 40
<br />120 "'PH W. L. 10'-'" '0'- JO '0'-10" ,,'- 90
<br />100 IAPH W. L. 14'- 0- 14'- 10 14'- 60 15'- 2"
<br />"0 I.IPH W. L. 12'- 90 12'-,,0 13'- 40 '4'- ,0
<br />120 MPH W. L. ,,'_,,0 '2'- ," 12'- 7- 13'- 40
<br />UV( LOAD; ALL SUILDING TYPES
<br />O.H. CONDmON
<br />30. 0.0260
<br />
<br />J". 0.0.320
<br />
<br />30. 0.0320
<br />
<br />NO O. H. " O. H. 2' O. H. 3' O. H.
<br />20 I/SF L. L. 16'_,0 '0'- 20 10'- r ,r- 2"
<br />.30 I/SF L. L. 13'_,0 '3'- J- 13'- aO '4'- 50
<br />20 IISF L. L. la"- 40 1a'- 50 1a'- 90 '9'- J-
<br />.30 IISF L. L. 14'-,,0 15'- ,0 15'- 00 '6'- ,0
<br />1. TOTAL ROOF PANEL WIDTH '" ROO'" WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. T1iE SMALLEST VALUE OF T1iE WIND LOAD TABLE OR T1iE L.L. TABLE GOVERNS.
<br />
<br />TABLE I: MAXil.lUfoI SPANS FOR INDUSTRY STANDARD ALUMINUfoI COMPOSITE ROOF
<br />PANELS W/Jl0S-H14!H-25 ALUMINUfoI ALLOY SHEAT1iING & 1.01 EPS CORE
<br />WIND LOADS
<br />ClASS ROOI.lS, UTILITY Rool.lS, Sl-1E:DS. AND OT1iER ENCLOSED BUILDINGS.
<br />NO O.H, " O.H. 2' O.H.
<br />JO.O,0190 100 MPH W. L. 0'- aO a'-100 9'- 4.
<br />'10 "'PH W. L. 7'- r 7'- 9. a'- JO
<br />'20 MPH 'N. L. 0'_1,0 7'- 10 7'- 70
<br />JO. 0.0240 100 ftlPH 'N. L. 10'- 40 10'_ 5" ,,.- 00
<br />"0 "'PH W. L. g'_ JO g'_ 50 g'_"O
<br />120 MPH 'N. L. 0' - 70 a' - go g' - JO
<br />JO.D.0300 100 MPH 'H. L '2'- 40 12'_ 50 13'- 00
<br />110 MPH W. L. ,,'_ JO 1"_ 50 ,,'_,,0
<br />'20 MPH w. L. 10'- 00 10'- 80 ,,'- 30
<br />40.0.01g0 100 MPH 'N. L 9'-100 10'_ 00 10'- 60
<br />"0 MPH W. L. a'- 90 8'_,,0 9'- 50
<br />120 MPH W. L. a'- 10 a'- JO a'- 90
<br />40. 0.024" 100 f.lPH W. L. ,,'- 80 "'-100 12'- 40
<br />"0 MPH W. L. 10'- 70 10'-100 ,,'- 40
<br />'20 MPH W. L. 9'-1,0 10'- 10 10'- 80
<br />40. 0.0300 100 ftlPH W. L. 13'-100 14'_ 0" 14'_ 50
<br />"0 f.lPH W. L. '2'- 7" It- gO 1J'- JO
<br />120 MPH w. L. "'-100 12'_ 00 12'- 50
<br />UVE LOAD (INC1..UDES 2 IISF DEAD LOAD ALL BUILDING 111"ES
<br />JO.0.0'90 2211SF ,,'_ ,0 12'- ,0 12'- 50
<br />J211SF 9'- 90 9'_,,0 10'- J-
<br />J". 0.0240 2211SF 1J'- ,0 IJ'- 2" '3'_ 80
<br />3211SF 10'_100 ,,'- 00 ,,'- 60
<br />J".O.OJOo 22 liS; 14'- 20 14'- 40 14'- 90
<br />J211SF ,,'_ gO ,,'_,,0 12'- 50
<br />40.0.0'90 2211SF 12'- 40 '2'- 00 '2'-10-
<br />J211SF 10'- 20 10'- 40 10"- a"
<br />40. 0.0240 2211SF '3"- 50 '3'- 50 14'- 0"
<br />J211SF ,,'_ ,0 ,,'_ JO ,,'_ 90
<br />40. O.OJOO 2211SF '5'-"" 16'- 0" 16'- 50
<br />J211SF '3"- 2" 13'- 40 13'- gO
<br />1. TOTAL ROOF PANEl. WlOTH '" ROO'" WIDTH + WALL WIDTH + OVERHANG.
<br />2. T'rlE LESSER SPAN OF WINO LOAD OR UVE LOAD SHALL GOVERN.
<br />
<br />TABLE 2: l.lAX. ROOF SEAM SPANS FOR SCREEN & CLASS ROOMS, UTlUTY ROOMS,
<br />SHEDS AND OT1iER ENCLOSED STRUCnJRES wi SOLID ROOfS
<br />AlUMINUI.l BEAI.IS OF 606J T-6 ALLOY
<br />EXAMPLE: FOR SPAN 01.0 ON DRAWING USE LOAD WID TH '" 0'11"12 + O.H.
<br />20. 40. 0.0500 TILT BEAM: I.OAO 'MDTH '" 14'/2 + to.H. '" 9'
<br />LOAD WITH '" 9'; L.L. 0 2211SF; SPAN", 4'- 60
<br />LOAD WITH '" g'; 100 MPH W. L.; SPAN '" 3'- 9" USE 3"- 9"
<br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAM UVE I.OAD'MND LOAD
<br />LOAD WIDTH 2211SF 32115;
<br />
<br />2". 2".0.0440 EXTRUSlON
<br />5' 5'-100
<br />0' 5'- 40
<br />r 4'-1,0
<br />~ ~- r
<br />9' 4'- 40
<br />10' 4'_ ,0
<br />,,. 3'-,,"
<br />20. 20. 0.050" EXTRUSION
<br />5' 0'_,0 5'- 00 5'_,0 4'- 70 4'- JO
<br />0' 5'- r 4'- 60 4'_ 70 4'_ 20 3'_,,0
<br />r 5'- 2" 4'- 20 4'- 3" J'_"o 3'- 7-
<br />a' 4'-100 J"-"" 4'- 0" J'- r 3'- 40
<br />9" EXAMPLE 4'- 60 J'- a- J'- 90 J'- 50 3'- 20
<br />10" 4'- 40 3"- 0" 3'- r J'- J" 3'- 00
<br />,,' 4'_,0 J'- 4" 3'- 50 J'- 10 2'-100
<br />20. 20. 0.093 EXT OR 20. 3"..0,0500 TILT BEAM OR 20. J-.0.0500 EXTRUSION
<br />5' a'- 00 6'- 00 0'- aO 5'_ 00 5'_ 7"
<br />6' 7'- 4" 5'_,,0 0'-'" 5'- 00 5'-'"
<br />7' 6'- go 5'- 60 s'- 7" 5'- 10 4'- aO
<br />a' 0'- 40 5'- 20 5'- 3" 4'_ 90 4'- 50
<br />9' 5'-,,0 4'-10" 4'_,,0 4'- 60 4'_,0
<br />10" 5'- a" 4'- 7" 4'- aO 4'- 30 3'_,,0
<br />,,' 5'- 50 4'- 40 4'_ 50 4'- 0" J'_'Oo
<br />J". 20. 0.0500 EXTRUSlON
<br />5' 7'- 50
<br />0' 0'- 90
<br />r 6' - J"
<br />a' 5'-10"
<br />9' 5'- 0"
<br />10' 5'- J"
<br />,,' 5'_ 0"
<br />J". 20.0.0700 EXTRUSION
<br />5' 8'- 40
<br />0' 7' - a"
<br />r 7'- 10
<br />a" 0'- r
<br />9' 5'_ JO
<br />10' 5'_,,0
<br />'" 5'- a"
<br />
<br />4'- 9"
<br />4'- 40
<br />4'- 0"
<br />3'- 90
<br />J'- 60
<br />J'- 40
<br />J'- 2"
<br />
<br />6"- ,"
<br />5'- 60
<br />5'- ,"
<br />4'- 9"
<br />4'- 00
<br />4'- J"
<br />4'- ,0
<br />
<br />6'-100
<br />0'- JO
<br />
<br />s'- gO
<br />5'- 50
<br />5'- ,0
<br />4'-10"
<br />4'- 7"
<br />
<br />J' Ox
<br />10'- 20
<br />9'- 10
<br />a'- 50
<br />"'-100
<br />10'_ 90
<br />10'- 10
<br />13' - 90
<br />12'_ 90
<br />12'- 10
<br />,,'- 4"
<br />10'- JO
<br />9'- 7-
<br />13'- ,0
<br />12'- 20
<br />, ,. - 70
<br />15'- ,0
<br />14'- 00
<br />13' - JO
<br />
<br />'3'- 10
<br />10'-,,0
<br />14'- 50
<br />12'- 50
<br />'5'- 50
<br />13' - 2"
<br />'3"- 60
<br />,,'_ 40
<br />14'- a"
<br />'2'- r
<br />'7'- 00
<br />'4'- 60
<br />
<br />100 MPH
<br />
<br />"0 f.lPH
<br />
<br />'20 MPH
<br />
<br />4'-100
<br />4'- 50
<br />4'_ 10
<br />J'-100
<br />J'- 7-
<br />J'- 50
<br />3'- JO
<br />
<br />4'_ 50
<br />4'- 00
<br />3'- go
<br />J'- 60
<br />J'- J"
<br />
<br />J'- ,0
<br />t_"o
<br />
<br />4'- ,.
<br />J'- 90
<br />3'- SO
<br />3'- 20
<br />J'- 00
<br />2'-100
<br />2'- 90
<br />
<br />0'- 2"
<br />5'- 7"
<br />5'- 2-
<br />
<br />4'-100
<br />4'- 7"
<br />4'- 40
<br />4'- 20
<br />
<br />5'- 7"
<br />5'- ,0
<br />4'- 90
<br />4'- 50
<br />4'- 2"
<br />J' - " 0
<br />
<br />J'- 90
<br />
<br />5'- 2"
<br />4'- 90
<br />4'- 40
<br />4'- ,-
<br />3'-100
<br />3'- aO
<br />J"- 00
<br />
<br />0'_,,0
<br />0'- 40
<br />
<br />5'-100
<br />5'- 50
<br />5'- 20
<br />4' _" 0
<br />4'_ aO
<br />
<br />0'- 40
<br />5'- 90
<br />s'- 40
<br />5'- 0"
<br />4'- aO
<br />4'_ 50
<br />4'_ JO
<br />
<br />5'-10"
<br />5'- 40
<br />
<br />4'_,,0
<br />4'- 7"
<br />4'- 40
<br />4'- ,-
<br />J' - " 0
<br />
<br />TABLE 2: MAX. ROOF BEA,'" SPANS FOR SCREEN &: CLASS ROOMS. UTILITY ROOMS,
<br />SHEDS ANO OT1iER ENCLOSED STRUCTURES 'NI SOUD ROOfS
<br />ALUMINUI.l BEAMS OF 506J T - 0 ALLOY
<br />EXAMPLE: FOR SPAN oL 0 ON ORA'MNG USE LOAD 'MOTH '" ow- /2 + O,H.
<br />20. 40. 0.0500 TILT BEAM: LOAD 'MOTH '" 14'12 + to,H. '" 9'
<br />LOAD 'MTH 2 9': L.L. 0 2211SF; SPAN", 4'- 00
<br />LOAD 'MTH '" 9'; 100 MPH W. L; SPAN'" )'- go use: J'- go
<br />SEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAM UVE LOAD'MND LOAD
<br />LOAD WIDTH 22115. J2115f'
<br />
<br />20. 40. 0.0500. TILT BEAIA
<br />5' g' - go
<br />0' a'_"o
<br />7' a'- J"
<br />0' 7' - 90
<br />9' 7'- JO
<br />10' 0'_,,0
<br />,,' 0'- 7-
<br />20. 40. 0.0440. 0.1200 S./,i.8.
<br />5' 12'-100 10'_ SO 10'- aO 9'- aO a'_1'0
<br />0' ,,'- 80 9'- 60 g'- aO a'-100 a'- 20
<br />7' 10'-100 a'-,oo 9'- 00 a"- 20 7'- 7"
<br />a' 10'_,0 a'- J" 8'- 50 7'- aO 7'_,0
<br />9' 9'- 00 7"- 9" 7'-,,0 7'- 20 5'- a"
<br />10' 9'-'" 7'- 50 7'- 00 6'-100 6'- 40
<br />,,' a'- 0" 7'- 00 7'- 20 0'- 00 6'- 00
<br />I. THE SMALLER SPAN FRCU THE LL. OR T1iE WIND LOAD TABLE GOvtRN5.
<br />
<br />100 MPH
<br />
<br />"OMPH
<br />
<br />120 MPH
<br />
<br />8'- 00
<br />7' - JO
<br />5'- 90
<br />6'- J"
<br />5' _" 0
<br />5'- 70
<br />5'- 40
<br />
<br />a'- ,0
<br />7' - 50
<br />0'-100
<br />0'- 50
<br />0'- Do
<br />5'- 90
<br />5'- 50
<br />
<br />r- 40
<br />0'- 90
<br />5'- J"
<br />5'_100
<br />5'- 00
<br />5'- 20
<br />4' - " 0
<br />
<br />0'-100
<br />0'- JO
<br />5'_ g"
<br />5'_ 50
<br />5'- 10
<br />4'_\00
<br />4'- r
<br />
<br />TABLE 3: f.lAXlt.fUM HElGHT Of UPRIGHTS FOR SCREEN AND CLASS ROOMS
<br />EXTRUSTlONS AND SElf' MATING SEAMS Of' 6063 T -6 AlUMINU'" AllOY
<br />
<br />USING SCREEN PANEL WIDTH ov(" (SEE TYPICAL CLASS ROO'" DRAWING), SELECT
<br />UPRIGHT REOUIRED FROM THE ftlAX HEIGHT ALLOWED FOR EACH EXTRUSION
<br />
<br /> WIDTH ov("
<br /> JOo 420 480 540 600 660 no 78"
<br />EXTRUSION
<br />20. 2". 0.044" 9'- 2- a"- 5- r_l1O 7'- 60 7'- ,0 6'- 90
<br />20. 20. 0.0500 10'- 2" 9'- 5" 8'-100 8'- 2" r_"o 7'- 6" r- 2" 6' _" 0
<br />2". 20. 0.09)0 12'-100 ,,'-,," \1'- ,0 10'- 6" 9'-,,0 9'- 00 9'- ,0 a'- a"
<br />JO. 20. 0.0500 10'- a- 9'_,,0 9'- 30 a'- 90 a'- J" r_l'o r- 0" r- J"
<br />20. 30. 0.0500 12'-10" ,,'_,,0 ,,'- 10 '0'- 00 9' _\10 9'- 00 g'- ,0 a'- 80
<br />JO. 20. 0.0700 'J'- a- '2'- ao "'-100 ,,'- 20 10'- 00 10'- ,0 9'- 8- 9'- JO
<br />
<br />.'
<br />NOTES: CLASS ROOMS THE ADDITION Of AN ALUMINUt.f FRAME WINDOWS wi CLASS PANES THAT
<br />ARE DESIGNED TO 110 MPH WINO LOAD REOUIREMENTS TO THE ABOvt UPRIGHT SIZES
<br />INCREASES T1iE STRENGTH so THAT ADDITIONAL FRAMING IS NOT REOUIRED.
<br />
<br />SCHEDULE Of AllOWABLE LOADS !yo. ROOF AREA FOR ANCHORS
<br />
<br />ANCHORS INTO WOOO FOR ENCLOSC:D BUILDINGS
<br />ALLOWABLE LOAD!yOll LOAD AREA(SF) 0 120 MPH WINO UPUFT LOAD
<br />1 ANCHORS' 2 3 4
<br />Oia. ANCHOR. EMBEDUENT
<br />'/40. 10 26411 6-SF
<br />'/40. 1-1/2" )961/10-SF
<br />'/40. 2-1/2" 66011'6-Sf'
<br />5/'00. ,0 J'211 8-SF
<br />s/100. 1-'/2" 46811"-SF
<br />5/'60. 2-1/20 7801/19-SF
<br />3/ao. ,0 J5611 9-SF
<br />3/ao. 1-1/20 SJ4111J-SF
<br />J/ao. 2-'/20 a901122-SF
<br />
<br />52811' 2-SF
<br />7921120-S.
<br />, ,3201IJ2-Sf'
<br />624,1'5-Sf'
<br />9J61123-Sf'
<br />1,5601138-SF
<br />7'21117-SF
<br />I,0681126-SF
<br />I,780114J-SF
<br />
<br />7921/1 a- SF'
<br />1,188I/JO-SF'
<br />1,9801148-Sf'
<br />9.36112J-SF'
<br />I,4041134-SF'
<br />2,J4IJ1157-SF
<br />I,06a'126-SF
<br />',6021IJ9-Sf'
<br />2,0701165-SF
<br />
<br />1,0561124-S.
<br />',5841140-SF
<br />2,6401164-Sf'
<br />, ,2481/3'-Sf'
<br />',8721146-SF
<br />J.I201/76-SF
<br />I,4241IJ5-Sf'
<br />2,1J61152-Sf'
<br />3.560lla7-Sf'
<br />
<br />ANCHORS INTO CONCRETE FOR ENCLOSED BUILDINGS
<br />ALLOWABLE LOAD!yOll LOAD AREA(S.) 0 '20 MPH WIND LOAD
<br />1 ANCHORS' 2 J 4
<br />Dia. ANCHOR. EM8EDMENT
<br />'/40. '-1/20 75711,a-SF
<br />3/ao. 1-1/20 I,0571126-SF
<br />'/20. 2-'/40 1,4431IJ5-Sf'
<br />
<br />1,51411J7-SF 2,271// 55-Sf' 3.02811 74-Sf'
<br />2,1141152-Sf' 3.1711177-SF 4,22al/103-Sf'
<br />2,8861170-Sf' 4,32911'06-Sf' 5,77211141-SF
<br />
<br />)
<br />
<br />Joe ~AME:,L e A/I. .q '~ :,
<br />ft'(-?CO . 1
<br />
<br />ADDRESS:
<br />
<br />DRAWING FOR ONE PERMIT ONLY
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