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TASLE " MAXII.4UM SPANS FOR ROYAL ALUMINUI.I SUPER PAN PANELS OF 3105 H-28 ALLOY WINO LOADS PATENT I 4.918.898 GLASS ROOMS. UnllTY ROOMS. SHEDS. &: OTHER ENCLOSED BUILDINGS O.H. CONDlnON NO O. H. I' O. H. 2' O. H. 2-1/2'x 0.019' 100 MPH W. L. 10'-10' ,,'- O' 1"- S' "0 MPH W. l. g'- g' 9'-11' 10'- 4' 120 MPH W. L. 8'-1" g'- 2' g'- g' 2-1/2'x 0.022' '00 MPH W. l. ,,'- 7' ,,'- g' '2'- 2' 110 MPH W. l. 10'- S' 10'- 7" ,,'- l' 120 MPH W. l. g'- 8' 9'-11' 10'- S' 2- 1 /2'x 0.028' 100 MPH W. L. 12' - 7' 12' - g' 1J' - 2' 110 MPH W. L. 1"- S' 1"- 7' 12'- l' 120 MPH W. L. 10'- a' 10'-10' 1"- S' 2-1/2'x 0.0.30' 100 MPH W. L. 13'- 2' 1J'- 4' 13'- g' 110 MPH W. L. '2'- O' 12'- 2' '2'- a' 120 MPH W. L. ,,'- 3' ,,'- S' ,,'-,,' 2-'/2'x 0.0.30' 100 MPH W. L. 14'- 2" 14'- 4' 14'- g' 110 MPH W. L. 12'-11' 13'- ,. 1J'- o' '20 MPH W. L. 12'- l' 12'- 3' 12'- a' ALL BUILDING TYPES - UI;'( LOAD O.H. CONOITION 2-1/2'x 0.019' 3' O. H. 12'- 2' ," - 2' 10'- S' 12'-11' "'-11' ,,' - 3' 1J'-1 l' 12'-'" '2'- 3' '4'- o' 13'- s' 12' - g' 15'- 5' 14'- 3' 13'- 7" NO O. H. I' O. H. 2' O. H. 3' O. H. 20 I/SF L. L. 14'- S' 14'- 7" 14'-'" 15'- o' 30 I/SF L. L. ,,'- 4" 1"- 0' ,,'-,," 12'- 7" 2-1/2'x 0.022" 20 I/SF L. L. 15'- 0" 15'- a' 10'- 0" 10'- 7" 30 I/SF L. L. 12'- 5' 12'- 7" 13'- O' 1J'- a' 2-1/2"x 0.028' 20 I/SF L. L. 10'-10' 11'- 0" 17'- 4" '1'-11' 30 I/SF L. L. 13'- g' 13'-11' 14'- 4' 15'- o' 2-1/2'x 0.0.30' 20 I/SF L. L. 17'- a' 11'- g' la'- ,. la'- a' 30 I/SF L. L. 14'- 5' 14'- 0" 14'-'" 16'- 7" 2-1/2"x 0.0.30' 20 I/SF L. L. 19'- 0" ,g'- ,. 19'- 5' 19'-'" 30 I/SF L. L. 15'- 0" IS'- r 10'- 0" '0'- r 1. TOTAl ROOF PANEL WlOTH '" Rooy WlOTH PLUS WALL WIDTH PLUS OVERHANG. 2. lriE Sl.lALLEST VAlUE OF lriE WINO LOAD TABLE OR lriE UVE LOAD TABLE GOVERNS. TABLE 1: MAXlI.AUU SPANS FOR ROYAL ALUI.AINUI.t 'w" PANELS OF 3'05 H-28 ALLOY WIND LOADS GlASS ROOMS, unuTY ROOMS. SHEOS, &: OTHER ENClOSED BUILDINGS O.H. CONDITION NO O. H. I' O. H. 2' O. H. 0.030' W PANELS 100 MPH W. L. 11'- a" 1"-10' 12'- 4' "0 MPH W. L. 10'- 7a 10'-10" 11'- 4' 120 MPH W. L. g'-,,' '0'- ,. '0'- aa 0.0.34' W PANELS 100 MPH W. L. 12'-'" l.r- o' 13'- 0" "0 MPH W. L. ,,'- g" ,,'-,,' 12'- 5' 120 '-IPH W. L. 11'- o' ,,'- 2" 11'- aa ALL BUIlDING TYPES - UVE LOAD O.H. CONDITION 0.030" 'N PANELS 3' O. H. 13'- ,. 12'- 2" ,,'- 7" 14'- 3" 13'- 2' 12'- o' NO O. H. " O. f-I. 2' O. H. 3' O. H. 20 I/SF' L.L. '5'- 7a 15'- g" 10'- ," 10'- g' 30 I/SF' L.L. '2'- g" '2'-"" '3'- 4' '4'- ,. 0.034' W PANELS 20 I/SF L.L. 17'- 4" '1'- S' '7'- g' la'- 4' 30 I/SF L.L. 14'-'" 14'- J" '4'- 7" '5'- 4' 1. TOTAL ROOF PANEL WIDTH '" Rooy WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SlolALLEST VAlUE OF THE WINO LOAD TABLE OR lriE L.L. TABLE GOVERNS. TABLE 1: '-IAXlIAUI.t SPANS FOR STANDARD ALUI.tINUI.A ROOF PANELS Of' 3105 H-2a ALLOY WINO LOADS; GlASS ROOMS. unuTY ROOMS. SiiEDS. AND OTHER ENClOSED BUILDINGS O.H. CONOITION NO O. H. " O. H. 2' O. H. J' O. H. J".0.020' 100 l.4PH W. L. "'-10" '2'- 0" 12'- o' lJ'- 3" "0 MPH W. L. '0'- g' '0'-1" ,,'- 0" '2'- 4' 120 '-IPH W. L. 10'-" 10'- 3" 10'-10" 1"- g' 100 l.4PH W. L. 14'- 0" 14'- ,. 14'- 0" 1S'- 2" "0 MPH W. L. '2'- g" '2'-'" 13'- 4' 14'- l' 120 '-IPH W. L. 11'-11' 12'- I" 12'- 7" 1J'- 4' UVE LOAD; ALL BUILDING TYPES O.H. CONOITION 3". 0.020' 3". 0. OJ2" NO O. H. " O. f-I. 2' O. H. J' O. H. 20 I/SF L. L. 10'- " 10'- 2" 10'- r 11'- 2" 30 I/SF L. L. 13'- l' 13'- 3a 13'- a" 14'- 5' 20 I/SF'L. L. la'- 4" la'- 5' la'- g" 19'- 3" 30 I/SF' L. L. 14'-'" 15'- ," 's'- o' 10'- I" 1. TOTAL ROOf' PANEL WIDTH '" ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SlolALLEST VALUE Of' THE WINO LOAD TABLE OR lriE L.L. TABLE GOVERNS. 3'. 0.032a TASLE 1: ,'.4AXIMUM SPANS FOR INOUSTRY STANOAHD ALL;MINUM COMPOSITE ROOF PANELS W/3105-HI4jH-2S ALUMINUM ALLOY SHEAlriiNG &: 1.01 EPS CORE 'NINO LOADS GLASS ROO'-lS. UTILITY ROOMS. SHEDS, AND OTHER ENCLOSED BUILOINCS. NO O.H. l' O.H. 2' O.H. )'x 0.019' 100 "'PH 'N. L. 8'- a' 8'-10' 9'- 4' 110 MPH W. L. 7'- r 7'- g' 8'- 3' 1 20 MPH W. L. 5' -11 ' 7' - l' 7' - 7" 3'x 0.024' 100 MPH 'N. l. 10'- 4' 10'- o' ,,.- O' "0 MPH W. L. g'- 3" g'- 5" 9'-11' 120 MPH w. L. a'- 7" 8'- g' g'- ). 3'x 0.030' 100 MPH 'N. L. 12'- 4' 12'- S' 13'- o' 110 MPH 'N. L. ,,'- ). ,,'- 5' 11'-11' 120 MPH w. L. 10'- 6' 10'- 8' 1"- J' 4'x 0.019" 100 MPH 'N. L. 9'-10' 10'- 0" 10'- 0" 110 '-IPH w. L. a'- g' a'-,,' g'- 5" 120 "'PH w. L. a'- l' 8'- ). a'- g' 4'x 0.024" 100 ....PH W. L. 1"- a' 11'-10' 12'- 4' 110 MPH W. L. 10'- 7" 10'-10' ,,.- 4' 120 '-IPH w. L. 9'-11" 10'- l' 10'- a' 4'x 0.0)0' 100 "'PH W. l. 13'-10" 14'- 0" '4'- 5' 110 MPH W. L. 12'- 7" 12'- g' 13'- 3" 120 MPH 'N. L. "'-10' 12'- O' 12'- S' UV( LOAD (INClUOES 2 I/SF' DEAD LOAO ALL BUILDING TYPES 3'x 0.019" 221/SF' ,,'- l' '2'- l' 12'- s' J21/SF' g'- g' g'-,," 10'- 3' 3".0.024' 221/SF 13'- l' 13'- 2" 13'- a" )21/SF 10'-10' ,,'- 0" ,,'- 0" 3". 0.030' 221/SF 14'- 2" 14'- 4' 14'- g" J21/SF ,,'- g' 11'-11" 12'- 5' 4'.0.019' 221/SF 12'- 4' 12'- 6' 12'-10' J21/SF 10'- 2' 10'- 4' 10'- a" 4'.0.024" 221/SF 13'- S' 13'- o' 14'- 0" 321/SF ,,'- I" ,,'- J' ,,'- g' 4". 0.030" 221/SF 1S'-11' 10'- 0" 10'- 5' J21/SF 13'- 2" 13'- 4" 13'- g' 1. TOTAL ROOF PANEL WIDTH '" ROOY WIDTH + WALL WIDTH + OVERHANG. 2. lriE LESSER SPAN OF' WIND LOAD OR UV( LOAD SHALL GOV(RN. 4'- g' 4'- 4' 4'- o' 3'- g" 3'- 5' 3'- 4" 3'- 2" 5'- ,. 5'- 0" 5'- I" 4'- g' 4'- o' 4'- 3' 4'- l' 0'-10' 0'- 3' 5'- g' 5'- 5' 5'- ,. 4'-10' 4'- 7" 100 MPH 4'-10" 4'- S' 4'- ,. 3'-10" 3'- r 3'- 5' 3'- 3' 4'- S' 4'- o' 3'- g' 3'- o' )'- 3" 3'- l' 2'-,,' 0'- 2" 5'- 7" 5'- 2" 4'-10" 4'- 7" 4'- 4- 4'- 2" 5'- 7a 5'- 1" 4'- g' 4'- 5" 4'- 2" 3'-,,' )'- g' 0'-11' 6'- 4' 5'-10' 5'- o' 5'- 2" 4'-1" 4'- 8' 0'- 4' 5'- g" 5'- 4' 5'- 0" 4'- a" 4'- 5' 4'- 3" 3' O.H. 10'- 2' g'- I' a'- S' "'-10' 10'- g' 10'- ,. 13' - g" 12'- g' 12'- l' ,,'- 4' 10'- 3' g'- 7" 13'- ,. 12'- 2' ,,'- 7" 15'- I" 14'- 0" 13'- 3' 13'- l' 10'-'" 14'- S' 12'- S' 15'- 5" 13' - 2' 13'- 0" 1"- 4' 14'- a" 12'- 7a 11'- o' 14' - o' ',0 MPH 120 MPH 4'- I' 3'- g' 3'- s' 3'- 2' )'- o' 2'-10' 2'- g' s'- 2" 4'- g' 4'- 4' 4'- ,- 3'-10" 3'- a" 3'- o' 5'-10' 5'- 4' 4'-11' 4'- 7" 4'- 4' 4'- ,. 3' - " . TABLE 2: MAX. ROOf' BEAM SPANS FOR SC~EEN &: GLASS ROOMS. unLITY ROOMS. SHEDS ANO OTHER ENClOSED STRUCT\.JRES w/ SOLID ROOFS ALUMINUM BEAMS Of' 5053 T - 0 ALLOY EXAMPLE: FOR SPAN 'L' ON DRAWING USE LOAD WlOlri = "N" /2 + O.H. Z'x 4'x 0.050' nLT BEAM: LOAD WIDTH = 14'/2 + to.H. = g' LOAD 'MTH = g'; 1.L. 0 221/SF; SPAN = 4'- o' LOAD WITH = g'; 100 MPH W. L.; SPAN = )'- g' USE 3'- g' BEAM SIZE BEAI.t SPAN FOR DESIGNATED LOADS SEA'-I UVE LOAD WINO LOAD LOAD WIDTH 221/Sf' J21/SF' 2'x 4"x O.OSO'x nLT BEAI.t 5' g'- g" 0' a'-I" l' a' - J' 8' l' - g' g' l' - 3' 10' 0'-'" ,,. 5'- 7a 2'x 4'. O.044"x 0.'20' S.I.l.8. 5' 12'-10" 10'- S' 0' ,,'- a' g'- o' 7' 10'-10' a'-10' a' 10'- I' a'- 3' g' g'- o' 1'- g' 10' g'-,' 7'- s' 1\' er- 13" 7'- 0" 1. Tl-iE SMALLER SPAN FRO'" THE L.L. OR a'- o' 7' - 3" 0'- g' 0'- )" 5' -,,' 5'- 7" 5'- 4' a'- l' 7' - S' 0'-10' 0'- 5' 0'- o' 5'- g" 5'- 5" 100 MPH ',0 MPH 120 MPH 1'- 4' 0'- g" 0'- J" 5'-10" 5'- 0" 5'- 2" 4' -,,' 0'-10' 0'- 3" 5'- g' 5'- s' 5'- I' 4'-10' 4'- 7" 10'- 8" g'- a' a'-,,' g'- a' a'-10" a'- 2' g'- 0" a'- 2" 1'- 7" 8'- 5' 1'- a" 7'- I' 1'-,," 7'- 2" 0'- a" 1'- 5' 6'-'0' 0'- 4' 7'- 2" 6'- 6" 0'- 0" THE WINO LOAD TABlE GOVERNS. TABLE 3: MAXiMUI.l HElGHT OF' UPRIGHTS FOR SCREEN AND GlASS ROOMS EXTRusnONS AND SELF' '-I A nNG BEAMS OF 15063 T -5 ALUIAINUY ALLOY USING SCREEN PANEL WlOTH 'w" (SEE TYPICAL GlASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROY THE MAX HEIGHT ALLC~D FOR EACH EXTRUSION WID TH "oN" JO" 42' 48' 54' SO' 60' n" 7aa EXTRUSION 2". 2'x 0.044" g'- 2" a'- 0" 1'-,,' 1'- o' 1'- I" 0'- g' 2"x 2'. 0.050' 10'- 2" g'- 5' a'-10' 8'- 2" 1'-11' 1'- o' r- 2a 0' -,,' 2"x 2'x 0.093" 12'-10' 1"-'" ,,'- I" 10'- 6' 9'-11" g'- o' g'- I" a'- a" J"x 2'x 0.050' 10'- a" g' - " " g'- 3" 8'- g' a'- 3a 1'-11' 1'- o' 1'- 3" 2". 3'x 0.050" 12'-10' 11'-"" ,,'- I" 10'- 0" 9'-,,' g'- o' g'- I" a'- a' 3"x 2'x 0.070" lJ'- a" , 2' - 13" 11'-10' ,,'- 2" 10'- o' 10'- l' g'- a" g'- 3" NOTES: CLASS ROChlS THE ADomON Of' AN ALUMINUI.t FRAME 'MNOOWS 'N/ GlASS PANES THAT ARE OESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOV( UPRIGHT SIZES INCREASES THE STRENGTH so THAT AOOlnONAl FRAMING IS NOT REQUIRED. SCHEDULE OF' ALLOWABLE LOADS/'Yax ROOF AREA FOR AN010RS AN010RS INTO WOOO FOR ENClOSED BUILDINGS ALLOWABLE LOAD/'Yax LOAD AREA(SF) 0 '20 MPH WIND UPUFT LOAD I ANCHORS' 2 3 4 Oia. AN010Rx EMBEOMENT '/4". ,. 2641/ 6-SF' '/4"x 1-1/2" 3961/10-SF' '/4". 2-'/2' SSOl/16-SF 5/10'. l' 3121/ a-SF' 5/10'x 1-1/2" 4081/"-SF 5/10'x 2-1/2" 780I/19-SF' J/a'x l' )561/ 9-SF J/a". 1-1/2' SJ41/1J-SF' 3/8"x 2-1/2' a90l/22-SF' S281/12-SF' 7921/20-SF' 1.320l/32-SF' 6241/1S-SF' g30l/23-SF' 1,500l/38-SF' 712#/17-SF ',0681/26-SF' 1,780l/43-SF' ~~ IL, ~ . ~ ~ i~~ .....f,.ffi.' .. ~ i~ /: .""' :lI~~'" ~ . ~.;;... I ~ ~:!i~~ 3 d~'j~ ,0 .;'" ~ '" / ,/. I ~ ~ ~ ~ J A i ~JAH,2 5, 19~ I,.JV/~L,A ,I JOe NAME: IN <.r /IJ SHEET 'I ADDRESS; ?f P.,,~Cr.f/ V 1 7921/1 a-SF' 1,1881/30-SF' 1,980l/48-SF' 930l/23-SF 1 ,404 1/.34- SF' 2,J40I/57-SF' I,0081/20-SF' I,0021!39-SF' 2,070l/65-SF' l,osal/24-SF' 1,5841/40-SF 2,640l/64-SF I,2481/31-SF l,an'/40-SF J,1201!70-SF' 1,4241/3S-SF' 2.1J6I1S2-SF' 3.560l/a7-SF TABLE 2: IANt ROOF BEAM SPANS FOR SCREEN &: GlASS ROOMS. UTIUTY ROOMS, SHEDS AND OTHER e:.~CLOSED STRUCT\.JRES w/ SOLID ROOf'S ALUMINUU SEAMS OF 6003 T-o ALLOY EXAMPLE: FOR SPAN 'L' ON ORA WING USE LOAD WlOTH = 'w" /2 + O.H. r. 4'x 0.050" TILT BEAM: LOAD WlDT11 = 14'/2 + to.H. = g' LOAD WITH ,. g'; L.L. 0 221/SF; SPAN'" 4'- o' LOAO WITH = g'; 100 MPH W. 1..; SPAN = 3'- g" USE 3'- g" SEAM SIZE BEAM SPAN FOR DESIGNATED LOADS SEAM UVE LOAD WINO LOAD LOAD WIDTH 221/SF 321/SF' 2". 2'.0.044' EXTRUSION S' 5'-10" 0' 5'- 4' 7' 4'-11' a' 4'- 7" g' 4'- 4' 10' 4'- l' 1\' )'-11' 2". 2". 0.050' EXTRUSION S' 6'- l' 5'- o' 5'- l' 4'- 7" 4'- 3" 5' s'- 7" 4'- o' 4'- 7" 4'- 2" 3'-11' l' 5'- 2" 4'- 2' 4'- 3" 3'-"" 3'- 7" 8' 4'-10" 3'-'" 4'- o' 3'- r 3'- 4' g' EXAMPLE 4'- 5' 3'- a" 3'- g' 3'- 5" 3'- 2" 10' 4'- 4" )'- o' 3'- 7a 3'- 3" 3'- o' 11' 4'- I" 3'- 4" 3'- S' 3'- l' 2'-10' 2"x 2'. 0.093 EXT OR 2'x 3".0.050' nL T BEAM OR 2'. 3"xO.050' EXTJRUSION 5' a'- O' 0'- o' 0'- a' 0'- O' 5'- 7" 5' 7'- 4' 5'-11' 5'- l' 5'- 0" 5'- I' l' 0'- g' 5'- o' 5'- 7" 5'- l' 4'- a' 8' 0'- 4' S'- 2" 5'- 3" 4'- g' 4'- 5" g' 5'-'" 4'-10" 4'-,,' 4'- 6' 4'- l' 10' 5'- a" 4'- 7a 4'- a' 4'- J' J'-'" ,,' 5'- S' 4'- 4' 4'- 5' 4'- 0" 3'-10' 3"x 2"x 0.050" EXTRUSION 5' 7'- S' 5' 0'- g' 7' 6' - 3" a' 5'-10" g' 5'- 0" 10' 5'- 3" ,,' 5'- 0" 3"x 2"xO.070' EXTRUSION 5' a'- 4' 0' 7'- a' l' 7'- ,. a' 0'- 7" g' 0'- 3' 10' 5'-'" ,,' s' - a' ANC'rlORS iNTO CONCRETJE FOR ENClOSED BUILDINGS ALLOWABLE LOAD/'Yax LOAD AREA(SF) 0 120 MPH WIND LOAD I AN010RS 1 2 3 4 Dia. AN010Rx EMBEOMENT 1/4'x 1-1/2' 7S7#/la-SF 3/a'x 1-1/2" 1,0571/26-SF 1/2'x 2-'/4' 1,44JI/35-SF' 1,5141/37-SF' 2.271 1/ 55-SF 3,02al/ 74-SF' 2.1141/52-SF' ),1711/77-SF' 4,228#/10J-SF' 2,880l/70-SF' 4,3291/100-SF' 5,7721/141-SF' DRAWING FOR ONE PERI.tIT ONLY <il :! d ~~ " ~ n ~ '" Q is''' i alO .~ ..., "'d 00 S..J:;: ~ ti ~'" .0, ~ j'" ;h ~ '" 0 ~: u ~ ~~~ '" !oo z :;~ "'I!! i5 ~z "'U -- ~'" n ~ z'" il !~~ ~g ~ -3 ~ ~ti "'ill '" ~ ~~ ~~ ~~~ z _ ~g~ < "'''' <VI :!L :ng~ ~ ~~ n ~ ..; .; II) o o .0 .0 I N<D ~o ~a: - 1'8_",1 " ~~"'I~ ~ ", I ON" I' <D ... II) -11)011),,,,1 ~8.'2"~68 "'.03.......1'011) 0""":; 11)1 .1Il 0).1- -a.~~'-"g-~ x en :3 ........ 0 ~ -,,0 '00 . . it :5 x 'C .- ~qllJ:<.2o ::>o.....Jo..t...t...Z ~ AI.UY.:"U.. o Q)Zen ~<o: OenW 0-'> 0:-,0 <0 Q)~O Q) - <0-' -'-0 CJ5en en ~@ gID OF