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<br />TABLE 44 MAX. Roor AREA FOR ALUMINUM CARPORT POST
<br />FOR ALLO~ABLE Roor AREA USE 'TRIBUTARY AREA OVER POST'
<br />EXAMPLE' S/2 = 7' So Vl2 = 6', + 2' O,H. = 7'X 8' = AREA Dr 56 sr
<br />POST TYPE MAX. ALLO~, ROOf AREA FOR V ARIDUS TYPE POST IN sr
<br />DESIGN_LOADS_AND liIND_ VELOCITY _LOADS_
<br />POST HGT POST MAX I ~ALKON 100 MPH 110 MPH 120 MPH,
<br />3'x 3'xO,060'_RoLL FCRMELIll__u__________u__u___________u____
<br />12;-- A' 5,200 260 347 289 248
<br />16'- A' 3,640 182 243 202 173
<br />2'x 2'x 0093' OR 2'x 3'x 0050'_EXTRUSIm\I____u_________________
<br />77_ rji , - -6,960 - 348 464 387 331
<br />12'- 0' 4,060 203 270 226 193
<br />3'x 2'x 0,070'_EXTRUSIONI-------------------------uu----------
<br />8-;- 2; 7,100 426 567 473 406
<br />12'- A' 4,970 249 331 276 236
<br />3'x 3'xO,060' SCALLoPEDI______________u________________________
<br />11':10' - 8,640 432 576 480 411
<br />16'- A' 6,120 306 408 340 291
<br />3'x 3'x 0,90'_ TUBEI_____________________________________________
<br />11':10' - 12,960 648 864 720 617
<br />16'- 0' 9,180 459 612 510 437
<br />3'x 3'x OJ25' _ TUBElu____________________u____________________
<br />13;-- 3' 13,500 675 900 750 643
<br />16'- 0' 8,000 500 667 556 476
<br />4'x 4'x 0.125' 3UBEI____________________________________________
<br />15;-- 9' 23,280 1164 1588 1293 1109
<br />20'- A' 18,430 921 1229 1024 878
<br />
<br />I ALLOY 6063 T-6
<br />III ALLOY 3105 HI6
<br />
<br />TABLE 2\ MAX. FRONT IJALL BEA.~ SPANS FOR SCREEN So GLASS ROOMS
<br />ALUMINUM ALLOY 6063 T-6
<br />
<br />FOR SPAN = 'L' ON DRA~ING USE ''J' /2 + O,H.
<br />BEAM SIZE EXAMPLE' ~lDTH or 14' = 14'/2 + 2' O,H. = 9'
<br />2'x 2'xO,C44' EXT
<br />'L' 100 MPH ~, L. 110 MPH Ii, L. 120 MPH 'vi, L
<br />5' 6'- 7' 6'- 0' 5'- 7'
<br />6' 6'- A' 5'- 6' 5'- 2'
<br />7' 5'- 7' 5'- l' 4'- 8'
<br />8' 5'- 2' 4'- 9' 4'- 5'
<br />9' EXAMPLE 4'- 11' 4'- 6' 4'- 2'
<br />10' 4'- 8' 4'- 6' 3'- 11'
<br />2' x_2'x_C,050' x_EXT _______ ____u_________ ________________________
<br />5' 7'- 4' 6'- 8' 6'- 2'
<br />6' 6'- 6' 6'- l' 5'- B'
<br />7' 6'- 2' 5'- 8' 5'- 3'
<br />8' 5'- 9' 5'- 3' 4'-10'
<br />9' 5'- 5' 5'- 0' 4'- 7'
<br />la' 5'- 2' 4'- 8' 4'- 4'
<br />2'x 2'x 0,093' OR 2'x 3'x 0,050' EXT
<br />S' - - - 9'- -3' - -----FS;-----h---a;----O;----
<br />6' B'- 5' 7'- 6' 7'- 3'
<br />7' 7'-10' 7'- I' 6'- 9'
<br />8' 7'- 3' 6'- 6' 6'- 4'
<br />9' 6'-11' 6'- 3' 5'-11'
<br />la' 6'- 6' 5'-11' 5'- 8'
<br />
<br />3' x_2'x _0,050'x_EXT u___________________u_______________________
<br />5' 7'- 9' 7'- 0' 6'- 6'
<br />6' 7'- 0' 6'- 5' 5'-11'
<br />7' 6'- 6' 5'-11' 5'- 6'
<br />8' 6'- I' 5'- 7' 5'- 2'
<br />9' 5'- 9' 5'- 3' 4'-10'
<br />10' 5'- 5' 5'- 0' 4'- 6'
<br />3' x_2'x_0,070' x_EXT _______u_____________ __ ______________________
<br />5' 9'-10' 9'- 0' B'- 4'
<br />6' 9'- A' B'- 3' 7'- 7'
<br />7' 8'- 4' 7'- 7' 7'- 0'
<br />8' 7'- 9' 7'- l' 6'- 2'
<br />9' 7'- 4' 6'- B' 6'- 2'
<br />10' 7'- 0' 6'- 4' 5'-11'
<br />
<br />TABLE 54 ISOLA TED FOOTINGS TABLE 3. MAXIMUM LENGTH or UPRIGHTS FOR SCREEN OR GLASS ROOMS
<br />MAXIMUM Roor AREA IN sr FOR CARPORT POST 'viI ISOLATED FOOTING ALUMINUM ALLOY 6063 T-6
<br />FOR BELO\/ llSTED '.!IND VELOCITY UPLIfT LOADS
<br />FOOTING TYPE So SIZE 100 MPH 110 MPH 120 MPH USL'lG SCREEN PANEL I,/IDTH ''0'' FROM DRA,I,/iNG, SElECT MAX LENGTH Of
<br />POURED CONCRETE UPRIGHT 'H' FROM TABLE BELO\/
<br />l'-O'X I'-O'X 1'-0' 29 25 21
<br /> 86 72 61 ',/IDTH ",/' = 36' 42' 4B' 54' 60' 66' 72' 78'
<br />1'-4'X 1'-4'X 1'-4' EXTRUSION
<br />1'-6'X 1'-6'X 2'-0' 163 136 116 2'x 2'x 0,044' 9'- 2' 8'- 6' 7'-11' 7'- 6' 7'- l' 6'- 9'
<br />1'-B'X 1'-B'X 2'-0' 187 156 134
<br />1'-8'X 1'-8'X 2'-6' 275 229 196 2'x 2'x 0,050' 10'- 2' 9'- 5' B'-IO' B'- 2' 7'-11' 7'- 6' 7'- 2' 6'-11'
<br />2'-0'X 2'-0'X 2'-0' 346 288 257 2'x 2'x 0,093' 12'-10' 11'-10' 11'- l' 10'- 6' 9'-11' 9'- 6' 9'- I' 8'- 8'
<br />2'-6'X 2'-6'X 2'-6' 463 386 331
<br /> 3'x 2'x 0,050' 10'- B' 9'-11' 9'- 3' 8'- 9' B'- 3' ]'-11' 7'- 6' 7'- 3'
<br />PRE-CAST SLAB VI 801 SACK-CRETE So BACKFILL OVER SLAB
<br />1'-4'X 1'-4'X 2'-4' 117 97 56 2'x 3'x 0,050' 12'-10' 11'-11' 11'- l' 10'- 6' 9'-11' 9'- 6' 9'- l' 8'- 9'
<br /> 3'x 2'x 0,070' 13'- B' 12'- B' 11'-10' 11'- 2' 10'- 6' 10'- l' 9'- 8' 9'- 3'
<br />
<br />NOTESI GLASS ROOMS' THE ADDITlON OF AN ALUMINUM FRAMEIGLASS PANE I,/INDo'.! TO THE ABOVE
<br />FRAME SIZES INCREASES THE STRENGTH or THE UPRIGHTS TO THE POINT THAT THE TOTAL
<br />STRENGTH OF THE VINDO\/ AND UPRIGHT 'vIILL HANDLE vmD LOADS. THE MININUM EXTRUSION
<br />FOR 100 AND 110 MPH ',/IND LOADS IS 2' x 2' x 0,044' AND 2' x 2' X 0050'
<br />ADDITlONAL 2'x 2' 0,044' STUDS SHALL BE ADDED UNDER THE CHAIR RAIL ~ 2' o,c.
<br />
<br />T ABLES MAY BE iNTERPOLATED FOR ODD DL'-\ENSIONS THAT ARE BETIJEEN THE VIDTHS SHoIJN.
<br />
<br />BEAM
<br />
<br />CHARTS & Post Information
<br />
<br />TABLE 2' MAX. Roor BEAM SPA'iS FOR CARPORTS. SCREEN So VINYL ROOMS
<br />AND OTHER OPEN STRUCTURES 1,/1 SOLID ROOFS 6063 T-6 ALLOY
<br />
<br />BEAM SIZE Nom FeR SPAN 'L' ON DRA''/I'iG USE VIDTH ''0''/2 + O.H.
<br />2'x 3'xO,050' TILT BEA,'-\ EXAMPLE' IJIDTH = 14'12 + 2'= 9'
<br />VIDTH 100 MPH \/, L. 110 MPH 1,/, L. 120 MPH V, L.
<br />5' ,9'- 3' 8'- 5' 8'- 0'
<br />6' 8'- 5' 7'- B' ]'- 4'
<br />7' 7'- 10' 7'- l' 6'- 9'
<br />8' 7'- 4' 6'- B' 6'- 4'
<br />9' EXAMPLE 6'- la' 6'- 3' 5'- 11'
<br />10' 6'- 6' 5'- 11' 5'- 8'
<br />il' 6'- 3' 5'- B' 5'- S-
<br />12' 5'- 11' 5'- 5' 5'- 2'
<br />2'x 4'x 0,050'x TILT BEAM
<br />5' 11'- 3;---------ul0;-..--3~----u----9;:-9'----
<br />6' 10'- 3' 9'- 5' 8'-11'
<br />7' 9'- 6' 8'- 8' 8'- 3'
<br />8' 8'-11' 8'- 2' 7'- 9'
<br />9' 8'- 5' 7'- 8' 7'- 3'
<br />10' 8'- A' 7'- 3' 6'-11'
<br />11' 7'- 7' 6'-11' 6'- 7'
<br />12' 7'- 3' 6'- 8' 6'- 3'
<br />2'x 4'x O,044'x 0,120' S.'-\,B. u________________________u______
<br />5' 14'-10'
<br />6' 13'- 6'
<br />7' 12'- 6'
<br />B' 11'- 8'
<br />9' 11'- A'
<br />10' 10'- 5'
<br />11' 10'- A'
<br />12' 9'- 6'
<br />2'x 5'x 0,050'x 0,120' S.M,B.
<br />5' 17'- 6'
<br />6' 16'- A'
<br />7' 14'-10'
<br />8' 13'-10'
<br />9' 13'- 0'
<br />10' 12'- l'
<br />11' 11'-10'
<br />12' 11'- 3'
<br />
<br />13'- 6'
<br />12'- 4'
<br />11'- 5'
<br />10'- 8'
<br />10'- l'
<br />9'- 6'
<br />9'- l'
<br />8'- B'
<br />
<br />12'-10'
<br />11'- B'
<br />10'-10'
<br />10'- l'
<br />9'- 6'
<br />9'- 0'
<br />8'- 7'
<br />8'- 3'
<br />
<br />--uu-----16co'---u----is':-F--
<br />14'- 7' 13'-10'
<br />13'- 6' 12'-10'
<br />12'- 7' 12'- 0'
<br />11'-11' 11'- 3'
<br />11'- 9' 10'- 8'
<br />10'- 9' 10'- 3'
<br />10'- 4' 9'- 9'
<br />
<br />2'x 6'x 0,050'x 0,120' S.M,B. ____________________________________
<br />5' 20'- 6' 18'- 9' 17'-10'
<br />6' 18'- 9' 17'- l' 16'- 6'
<br />7' 17'- 4' 15'-10' 15'- 0'
<br />8' 16'- 3' 14'-10' 14'- l'
<br />9' 13'- 3' 14'- A' 15'- 4'
<br />10' 14'- 6' 13'- 3' 12'- 5'
<br />11' 13'-10' 12'- 8' 12'- 0'
<br />12' 13'- 3' 12'- l' 11'- 6'
<br />2'x 7'x 0,050'x 0,120' S.'-\,B, __n____________________________u__
<br />7' 19'- l' 17'- 5' 16'- 6'
<br />8' 17'-10' 16'- 3' 15'- 5'
<br />9' 16'-10' 15'- 4' 14'- 6'
<br />10' 15'-11' 14'- 6' 13'- 9'
<br />11' 13'-10' 13'- 2' 12'- 2'
<br />12' 14'- 6' 13'- 3' 12'- 7'
<br />13' 14'- 0' 12'- 9'.. 11'-10'
<br />14' 13'- 6' 12'- 3' 11'- 4'
<br />2'x B'x 0,070'x 0,224' S.I\,B. ____u_______________u________
<br />7' 25'-10' 23'- 7' 22'- 4'
<br />8' 24'- 2' 22'- 0' 20'-11'
<br />9' 22'- 9' 20'- 9' 19'- 8'
<br />10' 21'- 7' 19'- 8' 18'- 8'
<br />11' 20'- 7' 18'- 9' 17'-10'
<br />12' 19'- B' 18'- 0' 17'- l'
<br />13' 18'-11' 17'- 3' 16'- 0'
<br />14' 18'- 3' 16'- 8' 15'- 5'
<br />2'x 9'x 0,070'x 0,224' SJ-tB. ___________________________n__
<br />7' 28'- A' 25'- 7' 24'- 3'
<br />8' 26'- 2' 23'-11' 22'- 8'
<br />9' 24'- B' 22'- 6' 21'- 4'
<br />10' 23'- 5' 21'- 4' 20'- 3'
<br />11' 22'- 4' 20'- 4' 19'- 4'
<br />12' 21'- 4' 19'- 6' 18'- 6'
<br />13' 20'- 6' 18'- 9' 17'- 5'
<br />14' 19'-10' 18'- l' 16'- 9'
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<br />DATE,
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<br />05-02-96
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