|
<br />TABLE 1: MAX:!oIU/,4 SPANS FOR ROYAL ALUMINUfoI SUPER PAN PANELS OF' 3105 H-2a ALLOY
<br />WIND LOADS PATENT I 4,g1a,89a
<br />CARPORTS. SCREEN '" VlN'11.. ROOMS. '" OTHER OPEN SUILDINGS
<br />O,H, CON0lT10N NO O. H. " O. H, 2' O. H,
<br />2_1/20~ 0.01go 100 !oIPH W. L 14'- go 14'- aO 15'- 20
<br />"0 f.lPH W, L. 12'- go 12'-100 1)'- 10
<br />120 !oIPH w. L. 11'- 50 1"- ]0 12'- 00
<br />2_1/20~ 0.0220 100 YPH W. L 15'_]0 15'- go 10'- 30
<br />"0 MPH W. L 1)'-100 1)'-110 14'- 20
<br />'20 MPH W. L 12'- 00 12'- 80 1)'- ,0
<br />2_'/20~ 0.02ao 100 foIPH W. L 10'-,,0 ,]'_ ,0 '7'- 50
<br />"0 foIPH 'W. L 15'- 20 15'- 30 15'- ]0
<br />120 MPH w. L 13'-100 14'- 00 14'- 50
<br />2_'/20~ 0.0300 100 !oIPH W. L ,]'- go ']'-100 la'- 20
<br />"0 ,...PH W. L 15'-,,0 10'- 00 10'- 40
<br />120 MPH W. L 14'- 00 14'- 7" 15'- 00
<br />2_'/20~ 0.0300 100 MPH W. L 19'_'0 19'- 20 19'- 00
<br />110 MPH W. L ,]'- 10 17'- 20 ,7'- 00
<br />120 MPH w. L '5'-]" 1S'- 80 10'- ,0
<br />ALL BUILDING T'f?ES - UVE LOAD
<br />O.H. CONQITION
<br />2-'/20~ O.O,gO
<br />
<br />2_'/20~ 0.0220
<br />2-1/20~ 0.0280
<br />2-' /20~ 0.0300
<br />2_1/20~ 0.0.300
<br />
<br />)' O. H.
<br />15'- ]0
<br />14'- 10
<br />12'- ao
<br />10'- ao
<br />lS'- 00
<br />1)' - gO
<br />la'- 00
<br />10'- 40
<br />15'- ,0
<br />la'- go
<br />1]'- 00
<br />IS'- ao
<br />20' - 00
<br />18'- 00
<br />10'- 80
<br />
<br />20 I/SF L. L
<br />30 I/SF L L
<br />20 I/SF L L
<br />30 I/SF' L L
<br />20 I/SF L L
<br />30 I/SF L L
<br />20 I/SF L L
<br />30 I/SF L L
<br />20 I/SF L L
<br />30 IISF L L
<br />
<br />NO O. H. I' O. H. 2' O. H. 3' O. H.
<br />14'- SO 14'- ]0 14'-,,0 lS'- 00
<br />,,'- 40 1"- 00 ,,'_,,0 '2'- ]"
<br />15'- 00 1S'- 8" 10'- 00 10'- ]"
<br />'2'- 50 12'- ]" 1)'- 00 13'- 80
<br />'0'-100 11'- 00 1]'- 40 '1'-,,0
<br />13'- gO 13'-,,0 14'- 40 15'- 00
<br />11'- ao 17'- gO la'- ," 18'- ao
<br />14'- 50 14'- 00 14'-110 10'- ]"
<br />19'- 00 19'- 10 19'- SO 19'_"0
<br />15'- 00 15'- ]" 10'- 00 10'- 7"
<br />
<br />1. TOTAL ROOF PANEL WIDTH 2 ROO'" 'MOTH PLUS WALL WIDTH PlUS OVERHANG.
<br />2. THE SMALLEST VAWE OF' THE WIND LOAD TABLE OR THE UVE LOAD TABLE GOVERNS.
<br />
<br />TABLE 1: /oAAXlI.lUY SPANS FOR ROYAL ALUMINU'" ow" PANELS OF 3'05 H-28 ALLOY
<br />WINO LOADS
<br />CARPORTS, SCREEN .!r VlN'11.. ROOMS, .!r OTHER OPEN SUILDINGS
<br />O.H. CONOITlON NO O. H. I' O. H. 2' O. H.
<br />0.0300 'II PANELS 100 MPH W. L 'S'- 80 15'-100 10'- 20
<br />110 /oAPH W. L '4'- 10 14'- 20 14'- 7"
<br />120 /oAPH W. L 12'-100 1'}'- DO 1.}'- 5"
<br />0.0340 W PANELS 100 /oAPH W. L 17'- 50 11'- 00 ,1'-100
<br />"0 /oAPH W. L 'S'- 7" 'S'- 80 '7'-10"
<br />120 MPH W. L 14'- 20 14'- 40 14'- 9"
<br />ALL BUILDING T'f?ES - UY( LOAD
<br />O.H. CONDITION NO O. H. I' O. H. 2' O. H. .}' O. H.
<br />0.0300 W PANELS 20 IISF L L '5'-]" 15'- gO 10'- ," 10'- gO
<br />30 t/SF L L 12'- gO 12'-,,0 1.}'- 40 '4'- ,0
<br />0.0340 W PANELS 20 I/SF L L 17'- 40 '7'- SO '7'- 90 18'- 40
<br />30 I/SF L L 14'- 10 14'- 30 14'- ]" 15'- 40
<br />1. TOTAL ROOF' PANEL WIDTH a ROO". WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. THE SMALLEST VALUE OF' THE WIND LOAD TABLE OR THE LL TABLE COVERNS.
<br />
<br />3' O. H.
<br />10'-100
<br />'5'- .}O
<br />14'- 2"
<br />18'- 50
<br />10'- ,0
<br />15'- 50
<br />
<br />TABLE 1: MAXlI.lUl.l SPANS FOR STANOARD ALUMINUM ROOF' PANELS OF' 3105 H-28 ALLOY
<br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
<br />O.H. CONDITION NO O. H. " O. H. 2' O. H.
<br />30~ 0.0200 100 I.lPH W. L 15'-,,0 10'- ,0 10'- SO
<br />',0 /oAPH W. L 14'- J" 14'- 50 14'-100
<br />'20 MPH W. L lJ'- 0" 13'- 20 13'- 7"
<br />100 !oIPH W. L 18'-10" 18'-,,0 19'- 3"
<br />"0 MPH W. L 10'-100 10'-1,0 ,7'- 40
<br />120 MPH W. L 15'- 40 15'- 00 1S'-1'0
<br />UVE LOAD: ALL BUILDING T'f?ES
<br />O.H. CONDITION
<br />.}"~ 0.0200
<br />
<br />.}O~ 0.OJ2"
<br />
<br />J' O. H.
<br />,7'- 00
<br />'5'- 00
<br />'4'- 40
<br />19'- go
<br />'7'-1,0
<br />10'- 00
<br />
<br />.}O~ 0.0320
<br />
<br />NO O. H. I' O. H. 2' O. H. .}' O. H.
<br />20 t/SF L L 10'- ,0 10'- 20 10'- ]- ,7'- 2"
<br />30 I/SF L L 1.}'_'o 13'- .}O lJ'- 80 14'- 50
<br />20 I/SF L L '8'- 40 18'- 50 '8'- go 19'- J"
<br />30 I/SF L L '4'-,,0 15'- ,0 15'- 00 10'- ,0
<br />I, TOTAL ROOF' PANEL WlOTH 2 ROO'" WlOTH PLUS 'HALL WIDTH PLUS OVERHANG.
<br />2. THE SMALLEST VALUE OF' THE WIND LOAO TABLE OR THE LL TABLE COVERNS.
<br />
<br />TABLE I: ~AX:MUfoI SPANS FOR INDUSTRY STANDARD ALU~iNUfoI COMPOSITE ROOF'
<br />PANELS 'H/3105-H14!H-25 ALU~INUM ALLOY SHEATHiNG'" 1,0# EPS CORE
<br />'NINO LOADS
<br />CARPORTS, SCREEN &: VINYl ROOMS. ANO OTHER DPEN BUILDiNGS.
<br />O.H. CONOITION NO O. H. I' O. H. 2' O. H,
<br />3011 0.0'9- '00 MPH W. L 14'- l" 14'- 4!' 14'- 8.
<br />110 MPH 'N, L 12'- ]0 12'- go 13'- 10
<br />'20 MPH 'N. L ,,'- 40 1"- SO 1"-100
<br />30~ 0.0240 100 YPH 'H. L. 15'- 40 15'- 00 15'-100
<br />110 MPH W. L 13'- gO 13'-1,0 14'- 40
<br />120 YPH 'N. L '2'- 00 12'- 80 1.}'- 20
<br />30~ 0.0300 100 ~PH W. L. 10'- 80 10'- gO '7'- 20
<br />"0 MPH 'N. L 14'-1,0 15'- 00 15'- SO
<br />120 MPH W. L 13'- ]" 1)'- gO 14'- 20
<br />4011 0.01g0 100 foIPH W. L. 1)'- 20 lJ'- 40 1.}'- 80
<br />110 MPH 'N. L ,,'_ 50 11'- ]0 ,,'-1,0
<br />120 MPH w. L 10'- 40 10'- 00 11'- 00
<br />40~ 0,0240 100 foIPH 'N. L. 15'- 80 15'-100 10'- 20
<br />110 MPH W. L 14'- 00 14'- 20 14'- ]0
<br />120 MPH w. L 12'-10" lJ'- 00 13'- 50
<br />40~ 0,0300 100 foIPH W. L 18'- 80 18'-100 19'- 10
<br />"0 MPH 'N. L 10'- gO 10'-100 '7'- 20
<br />'20 MPH W. L 15'- 30 IS'- 40 'S'- go
<br />UY( LOAD (INClUDES l I/SF DEAO LOAD)
<br />ALL SUILDING T'f?ES
<br />)o~ 0.01g0 221/SF'
<br />321/SF
<br />30~ 0.0240 22t/SF
<br />J211SF
<br />JO~ 0.0300 221/SF
<br />J211SF
<br />
<br />40~ 0.0190 221/SF
<br />321/SF
<br />40~ 0.0240 22t/SF
<br />J21/SF
<br />40~ 0.0300 22t/SF
<br />J2t/SF
<br />
<br />1,'-,,0
<br />g'_ gO
<br />lJ'- 10
<br />10'-100
<br />14'- 20
<br />1"- 90
<br />
<br />12'- ",0
<br />10'- 20
<br />,J'- 50
<br />,,'_ ,0
<br />15'-,,0
<br />1.}'- 20
<br />
<br />12'- ,0
<br />9'-110
<br />13' - 20
<br />11'- 0"
<br />14'- 40
<br />,,' _,,0
<br />
<br />12'- 00
<br />10'- 40
<br />'3'- 00
<br />,,' - JO
<br />10'- 0"
<br />13'- 40
<br />
<br />12'- 50
<br />10'- 30
<br />13'- 80
<br />,,' - 00
<br />14'- go
<br />'2'- 50
<br />
<br />12'-100
<br />10'- 80
<br />14'- 00
<br />11'- 90
<br />,10'- SO
<br />, 1.}'- go
<br />
<br />3' O. H,
<br />15'- 40
<br />,.}'_ 90
<br />12'- 00
<br />10'- 50
<br />15'- 00
<br />1)' _,,0
<br />, 7' - go
<br />10'- 10
<br />14'-100
<br />14'- 40
<br />12'- ]"
<br />,,' - 80
<br />10'-100
<br />15'- JO
<br />14'- 20
<br />19'- ]0
<br />,]'_ gO
<br />10'- 40
<br />
<br />lJ'- 10
<br />'0'-,,0
<br />14' - 50
<br />12'- SO
<br />15'- 50
<br />13'- 20
<br />
<br />lJ'- 00
<br />,,'_ 40
<br />14'- 8"
<br />'2'- ]"
<br />17'- 00
<br />14'- 0"
<br />
<br />1. TOTAL ROO. PANEL 'NIDTH 2 ROO". WIDTH + 'HALL WlOTH + OVERHANG.
<br />2. THE LESSER SPAN OF' 'NIND LOAD OR UY( LOAD SHALL GOVERN.
<br />
<br />TABLE 2: MAX. ROOF' BEAM SPANS FOR SCREEN'" GlASS ROOMS, UTILITY ROOMS,
<br />SHEDS ANO OTHER ENClOSED STRUCruRES W/ SCUO ROOfS
<br />ALUMINU". BEAMS O. oOoJ T-o ALLOY
<br />EXAMPLE: FOR SPAN "Lo ON DRAWING USE LOAD WlOTH '" 0'K" /2 + O.H.
<br />20~ 40~ 0.0500 TILT BEAM: LOAO WlOTH '" 14'/2 + 2'O.H. a g'
<br />LOAO WITH '" g'; LL 0 221/Sf': SPAN' '" 4'- 00
<br />LOAD WITH 2 g'; 100 MPH W. L; SPAN '" .}'- gO USE J'- go
<br />BEAM SIZE BEAM SPAN FOR DESlGNA TED LOADS
<br />BEAM UVE LOAD WINO LOAD
<br />LOAD WlOTH 221/SF 321/SF
<br />
<br />20~ 20xC.0440 EXTRUSION
<br />5' 5'-100
<br />0' 5'- 40
<br />7' 4'-,,0
<br />8' 4'- r
<br />9' 4'- 40
<br />10' 4'- ,0
<br />1" .}'_"o
<br />2"~ 20~ 0.0500 EXTRUSION
<br />51' 0'- 10 S'- 00 5'_,0 4'_]0 4'- JO
<br />a' 5'-]" 4'- 50 4'-]" 4'- 20 .}'-1'"
<br />7' s'- 2" 4'- 20 4'- JO J'_"o J'-]"
<br />8' 4'-100 J'-11" 4'- 00 J'- 7" J'- 40
<br />g' EXAMPLE 4'- 00 J'- 80 J'- gO J'- SO 3'- 2"
<br />10' 4'- 40 J'- 00 3'-]" J'- JO 3'- 0"
<br />II' 4'- 10 J'- 40 .}'- 50 J'- 10 2'-10"
<br />20~ 20~ O.Og.} EXT OR 20~ '}"xC.0500 TILT BEAM OR 20~ 30.0.0500 EXTRUSION
<br />51' 8'- 0" 0'- 50 0'- ao 0'- 00 5'-]"
<br />0' 1'- 40 5'-110 0'_,0 s'- 00 5'-'"
<br />7' 0'- gO 5'- 00 5'-]" s'- 10 4'- 80
<br />8' 0'- ",0 5'- 2" 5'- 3" 4'- go 4'- SO
<br />9' 5'-1,0 4'-10" 4'-1,0 4'- 00 4'_,0
<br />10' 5'- 80 4'-]" 4'- aO 4'- JO .}'_"o
<br />,,' 5'- SO 4'- 4" 4'- 50 4'- 00 J'-10"
<br />J"" 2"~ 0.0500 EXTRUSlON
<br />s' l' - SO
<br />5' 0'- go
<br />]' 0'- 30
<br />8' 5'-100
<br />9' 5'- 00
<br />10' 5'- 30
<br />1" S'- 00
<br />30~ 20~0,0]00 EXTRUSlON
<br />s' 8'- 40
<br />0' 1'- 80
<br />l' ]'_ ,0
<br />8' 0'- ]"
<br />g' 0'- JO
<br />la' 5'-,,0
<br />1" 5'- 80
<br />
<br />4'- 90
<br />.'- 4-
<br />4'- 0"
<br />.}'_ 90
<br />J'- 00
<br />J'- 40
<br />.}'_ 20
<br />
<br />0'- ,"
<br />S'- 50
<br />s'- ,0
<br />4'- 90
<br />4'- 00
<br />4'- J"
<br />.'- 1.
<br />
<br />0'-100
<br />0'- 30
<br />5'- 90
<br />5'- 50
<br />5'- ,0
<br />4'-100
<br />4'- ]"
<br />
<br />4'-10"
<br />4'- 50
<br />4'- ,0
<br />J'-100
<br />J'- ]"
<br />J'- 50
<br />J'- JO
<br />
<br />5'- 20
<br />5'- r
<br />s'- 2"
<br />4'-100
<br />4'- ]"
<br />4'- 40
<br />4'- 2"
<br />
<br />0'-,,0
<br />0'- 40
<br />5'-100
<br />o 5'- 50
<br />5'- 20
<br />4'-1,0
<br />4'- 80
<br />
<br />1 00 ~PH
<br />
<br />4'- 50
<br />4'- 00
<br />J'- go
<br />3'- 00
<br />J'- 30
<br />3'- ,0
<br />2'-1,0
<br />
<br />5'- ]"
<br />5'- 10
<br />4'- gO
<br />4'- SO
<br />4'- 20
<br />J' _,,0
<br />J'- gO
<br />
<br />0'- 40
<br />5'- 90
<br />5'- 40
<br />5'- 00
<br />4'- ao
<br />4'- 5-
<br />4'- 30
<br />
<br />"0 MPH
<br />
<br />4'- ,"
<br />3'- gO
<br />J'- 50
<br />J'- 2"
<br />3'- 00
<br />2'-100
<br />2'- gO
<br />
<br />5'- 2"
<br />4'- 90
<br />4'- 4-
<br />4'- 10
<br />.}'_100
<br />.}'- 8"
<br />J'- 0"
<br />
<br />S'-10"
<br />5'- 40
<br />4'_,,0
<br />4'- 7"
<br />4'- ",0
<br />4'- 10
<br />3'-1,0
<br />
<br />'20 MPH
<br />
<br />TABLE 2: VAX. ROOF' SEAfoI SPANS FOR SCREE,N &: GLASS ROOMS, UTILITY ROOMS.
<br />SHEDS AND OTHER ENCLOSED STRUCruRES W/ SOUO ROOfS
<br />ALUMINUM BEAMS OF 606J T -0 ALLOY
<br />EXA~PLE: FOR SPAN oL 0 ON DRAWING USE LOAD WIDTH 2 0'K" /2 + O,H.
<br />20~ 4." 0,050. TILT SEAM: LOAD WIDTH '" 14'/2 + 2'0,H, '" g'
<br />LOAD 'MTH " 9'; LL. 0 22#/SF'; SPAN'" 4'- 00
<br />LOAD 'Mfrl " g'; 100 MPH W. L; SPAN'" J'- go USE 3'- go
<br />SEAM SIZE SEAM SPAN FOR DESIGNATED LOADS
<br />BEAM UVE LOAOWlND LOAD
<br />LOAD WIDTH 221/SF 321/SF
<br />20~ 40~ 0.0500~ TlLT BEAI.l
<br />51' g'_ gO
<br />0' 8'-,,0
<br />7' 8' - .}"
<br />8' r - 90
<br />g' r - 30
<br />la' 0'-1,0
<br />1" s'- ]"
<br />20~ 4.~ O.0440~ 0.1200 S.M.B.
<br />s' 12'-100 10'- SO
<br />0' 11'- 80 g'_ 00
<br />7' 10'-100 8'-100
<br />8' 10'- 10 8'- 30
<br />g' g'_ 00 ]'_ gO
<br />la' g'_,o 1'- 50
<br />1" a'- 80 7'- 00
<br />1. THE SMALLER SPAN FRO". THE LL OR
<br />
<br />Iii !
<br />5~
<br />~~
<br />~J
<br />010
<br />"'d
<br />~...
<br />~~
<br />~~
<br />"'I!!
<br />~z
<br />:lI~
<br />~5
<br />..~
<br />~~
<br />i!j9
<br />
<br />:s
<br />is
<br />Vi
<br />o
<br />z
<br />.., Ii
<br />at
<br />~ 1j
<br />8 ~
<br />u ~
<br />u !OI
<br />~ ~!
<br />~ z~
<br />~ ~a
<br />! ~ij
<br />~ ~!
<br />c ~~
<br />~ ~'"
<br />
<br />100 YPH
<br />
<br />120 foIPH
<br />
<br />~~
<br />~
<br />i5~
<br />e9~
<br />.o~
<br />!12
<br />",';je
<br />8~~
<br />Uu
<br />,,5:8
<br />~~31
<br />~"'~
<br />15..
<br />~"'!
<br />~~ilI
<br />~::lS
<br />n :if
<br />
<br />~ ~
<br />
<br />110 MPH
<br />
<br />8'- 00
<br />7' - 30
<br />0'- gO
<br />0'- JO
<br />s' _" 0
<br />5'- ]0
<br />5'- 40
<br />
<br />8'- ,0
<br />1'- SO
<br />0'-100
<br />0'- 50
<br />0'- 00
<br />5'- gO
<br />5'- 50
<br />
<br />]'_ 40
<br />5'- go
<br />0'- .}O
<br />5'-100
<br />5'- 00
<br />5'- 20
<br />""-1,0
<br />
<br />5'-100
<br />0'- 30
<br />5'- 90
<br />s'- 50
<br />S'- ,0
<br />4'-100
<br />4'- ]"
<br />
<br />10'- 80 9'- 80 8'_,,0
<br />g'- 8" 8'-100 8'- 20
<br />9'- 0" 8'- 20 7'-]"
<br />8'- SO 1'- 8" 7'_,0
<br />7' _,,0 r - 20 0' - 8"
<br />r- 0" 0'-100 0'- 40
<br />7'- 20 0'- 00 0'- 00
<br />THE WIND LOAD TABLE COVERNS.
<br />
<br /><0
<br />o
<br />o
<br />., u1
<br />I N\O
<br />~g ~g
<br />Oi ~~~7~
<br />~ "'ION"-
<br />r--. (Q ...,. OJ
<br />:;8.g~r!-76
<br />:~n~~gg
<br />QO'IG:~.-..a) 1
<br />.<0 "'....1-
<br />~~ei~g~"5
<br />J:CI]~~'::'~~
<br />ct!~:~~.2~
<br />:J1l....J1l.t...t...Z
<br />
<br />TABLE J: MAXIMUI.l HElGHT OF' UPRIGHTS FOR SCREEN ANO GlASS ROCI.lS
<br />EXTRUSTlQNS AND SELF' /oAA TING BEAMS OF' oOoJ T -0 ALUMINUM ALLOY
<br />
<br />USING S~Ell1 PANEL WlO11-i ow" (SEE TYPICAL GlASS Rool.l DRAWING), snEeT
<br />UPRIGHT R(QUIRED FRO". THE /oAAX HEIGHT ALLO'NED FOR EACH EXTRUSiON
<br />
<br /> WIDTH ow"
<br /> 300 42" 480 540 60" 000 ]2" ]8"
<br />EXTRUSION
<br />20~ 20~ 0.0440 g'- 2" 8'- 00 ]'-,,0 7'- 00 r- 10 a'- 90
<br />20~ 2"~ 0.0500 '0'- 2" g'- SO 8'-10" 8'- 2" 7'-,,0 r- OO 7'- 20 0'-1,0
<br />2"~ 20~ 0.0930 12'-100 ,,'-,,0 11'- 10 10'- 5" 9'_1'0 9'- 00 g'- ,0 8'- 80
<br />.}o~ 20~ 0.0500 '0'- 8" g' _" 0 g'- .}" 8'- g~ 8'- JO 1'-,,0 7'- a" 7'- 3"
<br />20" JO~ 0.0500 12'-100 1,'-,,0 ,,'- ,0 10'- 00 9'_1'0 g'- 00 g'- ,0 8'- 80
<br />30~ 20~ 0.0]00 1)'- 8" '2'- 80 ,,'-100 11'- 20 10'- 00 10'- 10 g'- 80 9'- 30
<br />
<br />~
<br />ALU..I':=U..
<br />
<br />Q)Q)Q)
<br />~..Ja:
<br />O..Jw
<br />0<(>
<br />a: 3=0
<br />zzO
<br />L1JWO
<br />wW-
<br />a:a:..J
<br />000
<br />Q)Q)Q)
<br />
<br />NOTES: GlASS ROOI.IS THE ADDITION OF' AN ALUMINU'" fRAME W1NooWS WI GlASS PANES THAT
<br />ARE DESIGNED TO 110 MPH WIND LOAO REQUIREMENTS TO THE ABOY( UPRIGHT SlZES
<br />tNCREASES THE STRENGTH SO THAT ADDITIONAL FRAI.lING IS NOT REQUIRED.
<br />
<br />SHEDULE OF' ALLOWABlE LOAOS;\fo" ROOF' AREA FOR ANCHORS
<br />
<br />ANCHORS iNTO 'NOQO FOR OPEN 8UILDINGS
<br />
<br />ALLOWABLE LOAO;\fo" LOAD AREA(SF) 0 '20 MPH WINO LOAO
<br />I ANCHORS' 2 J 4
<br />Dia. ANCHORll EM8EClolElIIT
<br />
<br />1/40~ ,0 2641/" -Sf' 5281/22-SF 7921/JJ-SF ',0561/ H-SF
<br />1/40~ 1-1/20 3961/'0-SF 792t/.}J-Sf' 1,1881/4g-SF 1.584tl 06-Sf'
<br />'/40~ 2-1/20 o6CI/27-SF 1,3201/55-S. 1,9801/82-SF 2.040I/l09-SF
<br />5/100~ ,0 3'21/' 3-SF 0241/25-SF 9361/ 39-SF 1,24811 52-SF
<br />S/'oo~ 1-'/20 ~81/19-Sf' g301/38-SF' 1,404tl 59-SF 1,872tl ]8-Sf'
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<br />J/80~ 2- I /20 8901/J]-S, l,7801!74-SF 2.0701/"'-SF J,5001/'48-SF
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<br />DRAWING FOR ONE PERMIT ONLY
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