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<br />TABLE 2: MAX. FRONT WALL BEAM SPANS fOR SCREEN &: G!J\SS ROOMS <br />ALUMINUM ALLOY 6063 T-6 <br /> <br />TABLE 4: MAX. ROOf AREA FOR ALUMINUM CARPORT POST <br />FOR ALLOWABLE ROOf AREA USE 'lRIBUTARY AREA OVffi posT" <br />EXAMPlE: S/2 = 1 &: W/2 = 6', + 2' O.H. = rx 8' = AREA OF 56 SF <br />POST TYPE MAX. ALLOW. ROOf AREA FOR VARIOUS TYPE POST IN Sf <br />DESIGNJ.OADSJ,ND WlND_~oalYJ.OADS_ <br />POST HGT POST MAX # WALKON 100 MPH 110 MPH 120 MPH. <br />3'c3'xO.060' ~OLL FORMED" <br />12'- O' 5,200 260 347 289 248 <br />16'- O' 3,640 182 243 202 173 <br />tx....2.x_0.093. _OR....2.x_3.c005O. .DlRUSION. <br />1- 9' 6,960 348 464 387 331 <br />12'- O' 4,060 203 270 226 193 <br />3.x....2.cO.070. J:XlRUSION. <br />8'- 2' 7,100 426 567 473 406 <br />12'- O' 4.970 249 331 276 236 <br />3'c3'xO.060' _SCALLOPED. <br />11'-10' 8,640 432 S76 480 411 <br />16'- O' 6,120 306 408 340 291 <br />3'c3'x_0.90' _11JBE. <br />11'-10' 12,960 648 864 720 617 <br />16'- O' 9,180 4S9 612 S10 437 <br />3'x_3'x 0.12S' _TUBE. <br />13'- 3" 13,500 675 900 750 643 <br />16'- O' 8,000 500 667 S56 476 <br />4'c4'x 0.12S'_TUBE. <br />lS'- 9' 23,280 1164 1588 1293 1109 <br />20'- O' 18,430 921 1229 1024 878 <br /> <br />. ALLOY 6063 T-6 <br />.. ALLOY 3105 H16 <br /> <br />110 MPH W. L <br />6'- O' <br />S'- 6' <br />5'- l' <br />4'- 9' <br />4'- 6' <br />4'- 6' <br /> <br />6'- 8' <br />6'- I' <br />S'- 8' <br />5'- 3' <br />5'- O' <br />4'- 8' <br /> <br />8'- 5' <br />1- 8' <br />1- l' <br />6'- 8' <br />6'- 3' <br />5'-11' <br /> <br />1- o' <br />6'- 5' <br />5'-11' <br />5'- 7' <br />5'- J' <br />S'- O' <br /> <br />9'- O' <br />8'- 3' <br />1- 7' <br />1- l' <br />6'- 8' <br />6'- 4' <br /> <br />TABLE 2: MAX. ROOf BEAM SPANS FOR CARPORTS, SCREEN &: VINYL ROOMS <br />AND OTHER OPEN SlRUCTURES WI SOOD ROOfS 6063 T-6 ALLOY <br /> <br />REVISIONS <br /> <br />BEAf.l SlZE NOTt: FOR SPAN 'L' ON DRAWING USE WIDTH 'Vi 12 + O.H. <br />2'x 3'xO.05O' TILT BEAf.l EXAMPlE; WIDTH = g'/2 + 2'= 9' <br />\001H tOO MPH W. L 110 MPH W. L 120 MPH W. L <br />S' g'- 3" 8'- S' 8'- O' <br />6' 8'- 5' 7'- 8' 1- 4' <br />7' 7'- 10' 7'- l' 6'- g' <br />8' 1- 4' 6'- 8' 6'- 4' <br />g' EXAMPLE 6'- 10' 6'- 3" S'- 11' <br />10' 6'- 6' 5'- 11' 5'- 8' <br />,,' 6'- 3' S'- 8' 5'- S' <br />12' S'- 11' S'- 5' 5'- 2' <br />2'x 4'x O.OSO'x TILT BEAM <br />5' 11'- 3' <br />6' 10'- 3' <br />7' 9'- 6' <br />8' 8'-11' <br />g' a'- 5' <br />10' 8'- o' <br />11' 7'- 7' <br />12' 7'- 3" <br />2'x 4'x O,044'x 0.120' S,M,8. <br />s' g'-10' <br />6' 13'- 6' <br />7' 12'- 6' <br />a' 11'- 8' <br />g' ,,'- o' <br />10' 10'- 5' <br />II' 10'- o' <br />12' g'- 6' <br />2'x 5'x O,050'x 0.120' S.M,B. <br />s' 11- 6' <br />6' 16'- o' <br />7' 14'-10' <br />a' 13'-10' <br />g' 13'- o' <br />10' 12'- l' <br />11' 11'-10' <br />12' 11~ 3" <br /> <br />2'x 6'x 0.05O'x 0.120' S.MB. <br />5' 20'- 6' 18'- g' 17'-10' <br />6' la'- 9' 17' - l' 16'- 6' <br />7' 17'- 4' 15'-10' 15'- o' <br />a' 16'- 3" 14'-10' 14'- l' <br />g' 13'- 3' 14'- o' 15'- 4' <br />10' 14'- 6' 13'- 3' 12'- 5' <br />11' 13'-10' 12'- 8' 12'- o' <br />12' 13'- J' 12'- l' 11'- 6' <br />2'x 7"x 0.05O'x 0.120' S.M,8. <br />1 19'- l' 17'- 5' 16'- 6' <br />8' 11-10' 16'- 3' 15'- s' <br />g' 16'-10' 15'- 4' If- 6' <br />10' 15'-11' g'- 6' 13'- g' <br />II' 13'-10' 13'- 2' 12'- t <br />12' If - 6' 13'- ). 12'- 7' <br />13' If- o' 12'- 9' "'-10' <br />14' 13'- 6' 12'- ). 11'- 4' <br />2'x 8'x 0.070'x 0,224' S.M,B. <br />1 25'-10' 2)'- 7" 22'- 4' DI- <br />[]J!JJz <br />a' 24'- 2' 22' - o' 20'-11' D~ <br />g' 22' - 9' 20'- 9' 19'- 8' @"s <br />10' 21'- 7' 19'- a' 18'- 8' ""Ul <br />z <br />11' 20' - 7' 18'- 9' 11-10' i8 <br />12' 19'- 8' 18'- o' 11- l' <br />13' 18'-1" '1- 3' 16'- o' 1S'i <br />14' 18'- 3' 16'- a' 15'- 5' IS~ <br />2'x g'x 0.070'x 0,224' S.M,B. @)a. <br />1 2a'- o' 25' - 7" 24'- ). [Q]]d <br />8' 26'- 2' 23'-'" 22' - 8' D (;j tJ <t <br />g' 24'- 8' 22' - 6' 21'- 4' []J!JJ a ~ - l' <br />l' <br />10' 23'- s' 21'- 4' 20'- 3' ~ I l- <br />ll' 22'- 4' 20'- 4' 19'- 4' o Cl:1- . <br />12' 21'- 4' 19'- 6' 18'- 6' IS l::i ffi t5 r- <br />13' 20'- 6' 18'- g" 1]'- 5' @)~<D~r" <br />14' 19'-10' la'- l' 16'- g' bc.:>Cl: v <br />~CJ~oe <br /> ~::::!~~ .J <br /> ~~ow <br /> (J~a.f-- <br /> <br />120 MPH W. L <br />5'- 7" <br />5'- t <br />f- a' <br />4'- 5' <br />4'- 2' <br />)'- 11' <br /> <br />s'- 2' <br />5'- a' <br />5'- ). <br />4'-10' <br />4'- 7" <br />4'- 4' <br /> <br />8'- o' <br />1- 3' <br />s'- g' <br />6'- 4' <br />5'-11' <br />5'- a' <br /> <br />s'- 6' <br />5'-11' <br />5'- S' <br />5'- 2' <br />4'-10' <br />4'- S' <br /> <br />a'- 4' <br />]'- 7' <br />1- o' <br />s'- 2' <br />6'- 2' <br />5'-1" <br /> <br />TABLE 5: ISOlAlED FOOTINGS TABLE 3: MAXIMUM lENGTH Of UPRIGHTS FOR SCREEN OR GlASS ROOMS <br />MAXIMUM ROOf AREA IN SF FOR CARPORT POST WI ISa.ATED FOOTING ALUMiNUM ALLOY 6063 T-6 <br />FOR BELOW US TED WIND VUOCllY UPUFT LOADS <br />FOOTING TYPE &: SIZE 100 MPH 110 MPH 120 MPH USING SCREEN PA."IEL WlD1H .yt FROM DRA'MNG, SElECT MAX LENG1H Of <br />POURED CONCRETE UPRIGHT "Ii' FROM TABLE BELOW <br />"-O'X 1'-O'X 1'-0" 29 25 21 <br />1'-4'X 1'-4'X 1'-4' 86 72 61 WlD1H 'Vi = .J{l' 42' 48' 54' 60' 6S' 72' 78' <br />l' -6'X l' -6'X 2'-0' 163 116 EXTRUSION <br />136 2'x 2'x 0,044' g'- t a'- 6' 1-11" 1- 6' 1- l' 6'- g' <br />,'-a"x l'-a'X 2'-0' 187 156 134 <br />l'-a'X 1'-a'x 2'-6' 275 229 196 tx tx 0.050' 10'- 2' g'- s' 8'-10' 8'- 2" 1-11' 1- 6' 1- t 6'-'" <br />2' -O'X 2' -O'X 2'-0' 346 288 2S7 2'x 2'x 0.09)' 12'-10' 11'-10' 11'- " 10'- 6' 9'-11' 9'- 6' 9'- l' a'- 8' <br />2'-s'x 2'-6"X 2'-6' 463 386 331 <br />PRE-CAST StAB Wi 80# SACK-CRETE & BACKFlLL OVffi StAB 3'x tx 0.050' 10'- a' 9'-11' 9'- 3" 8'- g' a'- ). ]'-11' 1- 6' 1- ). <br />l'-4'X 1'-4'X 2'-4' 117 97 56 2'x 3'x 0.050' 12'-10' 11'-'" 11'- l' 10'- S' 9' - ". g'- S' g'- l' a'- g' <br /> 3"x 2'x 0.070' 1)'- a' 12'- a' l1'-lO' 11'- t 10'- 6' 10'- " g'- a' g'- ). <br /> <br />FOR SPAN = 'L' ON ORA'MNG USE .yt 12 + O.H. <br />BEAM SIZE EXAMPlE: WID 1H OF 14' = 14'/2 + 2' O.H. = 9' <br />tx txO.OH' EXT <br />"L' 100 MPH W. L <br />5' 6'- 7" <br />6' 6'- O' <br />1 5'- 7" <br />a' s'- 2' <br />g' EXAMPlE 4'- 11' <br />10' 4'- 8' <br />tc2'x-0.05O'xJ:XT <br />s' 1 - 4' <br />6' 6'- 8' <br />1 6'- 2' <br />8' 5'- g' <br />9' 5'- 5' <br />10' 5'- 2" <br />2.x....2.x-0.093. _OR....2.x 3'cO.050'.DT <br />5' 9'- )' <br />6' 8'- 5' <br />1 1-10' <br />a' 7'- )' <br />g' 6'-11' <br />10' 6'- 6' <br />).x....2.cO.05O.cEXT <br />s' 1- g' <br />6' 7'- o' <br />1 6'- 6' <br />8' s'- l' <br />g' 5'- g' <br />'a' s'- s' <br />).x....2.cO.070.x..-EXT <br />s' 9'-10' <br />6' g'- O' <br />1 8'- 4' <br />8' 1- g' <br />g' 1 - 4' <br />10' 1- O' <br /> <br />NOTES: GlASS ROOMS: THE ADDITlON OF AN ALUMINU!.I FRAME/G!J\SS PA"lE WINDOW TO THE ABO~ <br />FRAME SIZES INCREASES '!HE SlRENG'!H OF '!HE UPRIGHTS TO '!HE POINT lHAT lHE TOTAL <br />SlRENGlH OF THE WINDOW A"ID UPRIGHT WILL HA"IDLE WIND LOADS. THE MININUf.l EXlRUSION <br />FOR 100 AND 110 MPH WIND LOADS IS 2' x 2' x O.OH' A."IO 2' x 2' x 0.050' <br />ADDITlONAL 2'x 2' 0.044' STUDS SHALL BE ADDED UNDER lHE a-tAIR RAIL 0 2' O.C. <br /> <br />TABLES MAY BE INTERPOLATED FOR 000 DIMENSIONS THAT ARE BEMEN THE WIDTHS SHO'hN. <br /> <br />BEAM CHARTS & Post Information <br /> <br />10'- 3' <br />g'- 5' <br />a'- 8' <br />a'- 2' <br />1- a' <br />7'- 3' <br />6'-11' <br />6'- a' <br /> <br />13'- 6' <br />12'- 4' <br />11'- s' <br />10'- a' <br />10'- l' <br />g'- 6' <br />g'- l' <br />8'- 8' <br /> <br />16'- D' <br />14' - 7' <br />13'- 6' <br />12'- 7" <br />11'-11' <br />11'- 9' <br />10'- 9' <br />10'- 4' <br /> <br />9'- 9' <br />a'-11' <br />a'- ). <br />1- g' <br />]'- 3' <br />6'-11' <br />6'- 7' <br />6'- 3' <br /> <br />t--t--N <br />lllNa <br />NIDCO <br />lllNN <br />I I I <br />O1lll"<t <br />Nllllll <br />NCOCO <br />I I I <br />a 10') 10') <br />a........ <br />COCO CO <br />I....JX <br />....<(<( <br />wUI.J... <br />00 <br />-....J <br />3= <br />Z <br />o <br />i= <br /><( <br />z <br /> <br />12'-10' <br />,,'- a' <br /> <br />10'-10' <br />10'- l' <br />g'- 6' <br />g'- o' <br />8'- 7' <br />8'- 3' <br /> <br /> <br />lS'- t <br />13'-10' <br />,1'-10' <br />12'- O' <br />11'- ). <br />10'- 8' <br />10'- 3' <br />g'- 9' <br /> <br />o <br /><(<( <br />00 <br />0::- <br />0:: <br />~o <br />z....J <br /><(I.J... <br />CD . <br />0::0:: <br />~<( <br />CD:::lEt-- <br />V1t-- <br />aOID <br />lll....J"<t <br />10')010') <br /> <br />SCALe:. <br /> <br />NONE <br /> <br />OATEI <br /> <br />8 94 <br />DR WINO N. <br />ENGBMCHB <br /> <br /> <br />DR <br /> <br />~~~ <br />