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<br />TABLE 4, MAX, ROOF AREA FOR ALUMiNUM CARPORT POST
<br />FOR ALLO\lABLE ROOF AREA USE 'TRIBUTARY AREA OVER POST'
<br />EXA,~PlEi S/2 = 7' & '<1/2 = 6', + 2' O.H. = 7'X 8' = A,~EA Of 56 SF
<br />POST TYPE MAX, ALLOV, ROOF AREA FOR VARIOUS TYPE POST IN SF
<br />DESIG~UOADSj\ND VIND_ VELOCITY _LOADS_
<br />POST HGT POST MAX II '<IALKON 100 MPH 110 MPH 120 MPH.
<br />3'x]xO,060' _ROLL fCRMECu_____________________________________
<br />12'- 0' 5,200 260 347 289 248
<br />16'- 0' 3,640 182 243 202 173
<br />2'x 2'x 0093' OR 2'x 3'x 0050' _EXTRUSIGt\.I_______________________
<br />7~- 9; - -6,960 - 348 464 387 331
<br />12'- 0' 4,060 203 270 225 193
<br />3'x 2'x 0,070' EXTRUSIOi"I_______________________________________
<br />8~- 2; - 7,100 426 567 473 406
<br />12'- 0' 4,970 249 331 276 236
<br />3'x 3'xO,060' SCALLOPHI________________________________________
<br />11':10' - 8,640 432 576 480 411
<br />16'- 0' 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 0.125' TUBEI____________________________________________
<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'_ TUBE.I____________________________________________
<br />15'- 9' 23,280 1164 1588 1293 1109
<br />20'- 0' 18.430 921 1229 1024 878
<br />
<br />.I ALLOY 6063 T-6
<br />u ALLOY 3105 H16
<br />
<br />TABLE 2. MAX, FRONT \lALL BEAM SPANS FOR SCREEN & GlASS ROOMS
<br />ALUMiNUM ALLOY 6063 T-6
<br />
<br />FOR SPAN = 'L' ON DRA'JING USE 'V'/2 + OH
<br />BEA,~ SIZE EXAMPLE' 'JIDTH OF 14' = 14'/2 + 2' O.H. = 9'
<br />2'x 2'xo.c44' EXT
<br />'L' 100 MPH 'J, L. 110 MPH V. L. 120 MPH V. L.
<br />5' 6'- 7' 6'- 0' 5'- 7'
<br />6' 6'- 0' 5'- 6' 5'- 2'
<br />7' 5'- 7' 5'- [' . 4'- B'
<br />8' 5'- 2' 4'- 9' 4'- 5'
<br />9' EXAMPLE 4'- 11' 4'- 6' 4'- 2'
<br />la' 4'- B' 4'- 6' 3'- 11'
<br />2' x_2'x_D.050' x _EXT ________________________ ______________________
<br />5' 7'- 4' 6'- B' 6'- 2'
<br />6' 6'- B' 6'- l' 5'- 8'
<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 />10' 5'- 2' 4'- 8' 4'- 4'
<br />2'x_2'x_0,093' _OR_2'x 3'x_0,050' _EXT _____________________________
<br />5' 9'- 3' 8'- 5' 8'- 0'
<br />6' B'- 5' ]'- B' ]'- 3'
<br />7' 7'-10' 7'- l' 6'- 9'
<br />B' 7'- 3' 6'- 8' 6'- 4'
<br />9' 6'-11' 6'- 3' 5'-11'
<br />10' 6'- 6' 5'-11' 5'- 8'
<br />
<br />3' x_2'x_O,050'x_EXT ______________________________________________
<br />5' 7'- 9' ]'- 0' 6'- 6'
<br />6' 7'- 0' 6'- 5' 5'-11'
<br />7' 6'- 6' 5'-11' 5'- 6'
<br />8' 6'- l' 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_ 0,0 70'x_EXT ______________________________________________
<br />5' 9'-10' 9'- 0' 8'- 4'
<br />6' 9'- 0' B'- 3' 7'- 7'
<br />]' 8'- 4' ]'- 7' 7'- 0'
<br />8' 7'- 9' ]'- l' 6'- 2'
<br />9' ]'- 4' 6'- B' 6'- 2'
<br />10' 7'- 0' 6'- 4' 5'-11'
<br />
<br />TABLE 5. ISOLA TED FOOTiNGS TABLE 3J MAXIMUM LENGTH OF UPRIGHTS FOR SCREEN OR GLASS ROO~S
<br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST 'J/ ISOLATED FOOTiNG ALUMiNUM ALLOY 6063 T-6
<br />FOR BELD"" LISTED 'JIND VElDCITY UPUfT LOADS
<br />FOOTiNG TYPE & SIZE 100 MPH 110 MPH 120 MPH USING SCREEN PANEL 'JIDTH 'V' FROM DRA'JiNG. SELECT MAX LENGTH OF
<br />POURED CDNCRETE UPRIGHT 'H' FROM TABlE BELoV
<br />1'-O'X 1'-O'X 1'-0' 29 25 21
<br />1'-4'X l'-4'X 1'-4' B6 72 61 "iDTH 'V' = 36' 42' 48' 54' 60' 66' 72' 78'
<br />EXTRUSIIJN
<br />1'-6'X 1'-6'X 2'-0' 163 136 116 2'x 2'x 0.044' 9'- 2' 8'- 6' ],-ll' 7'- 6' 7'- l' 6'- 9'
<br />1'-8'X 1'-8'X 2'-0' 187 156 134
<br />1'-8'X l'-8'X 2'-6' 275 229 195 2'x 2'x 0,050' 10'- 2' 9'- 5' B'-10' 8'- 2' ]'-11' 7'- 6' 7'- 2' 6'-11'
<br />2'-0'X 2'-Q'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'- l' 8'- 8'
<br />2'-6'X 2'-6'X 2'-6' 463 386 331
<br /> 3'x 2'x 0,050' 10' - 8' 9'-11' 9'- 3' B'- 9' B'- 3' 7'-11' ]'- 6' 7'- 3'
<br />PRE-CAST SLAB '<1/ 80# SACK-CRETE & BACKFILL DVER SLAB
<br />1'-4'X !'-4'X 2'-4' 117 97 56 2'x 3'x 0,05Q' 12'-10' 11'-11' 11'- I' 10'- 6' 9'-11' 9'- 6' 9'- I' 8'- 9'
<br /> 3'x 2'x 0,070' 13'- B' 12'- B' 11'-10' ll'- 2' 10'- 6' 10'- l' 9'- 8' 9'- 3'
<br />
<br />NOTES' GlASS ROOl-lS, THE ADDITICN DF AN ALUMINUM FRAME/GLASS PANE 'JINDOV TO THE ABOVE
<br />FRAME SIZES INCREASES THE ST~ENGTH OF THE UPRIGHTS TO THE POiNT THAT THE TOTAL
<br />STRENGTH Of THE 'JINDOV AND UPRIGHT '<IILL HANDLE '<IIND LOADS, THE MININUM EXTRUSION
<br />FOR 100 AND 110 MPH "IND LOADS IS 2' x 2' x 0044' AND 2' x 2' x 0,050'
<br />ADDITIDNAl 2'x 2' 0,044' STUDS SHALL BE ADDED UNDER THE CHAIR RAIL ~ 2' D,C,
<br />
<br />TABLES MAY BE INTERPOLATED FOR ODD DIMENSIONS THAT ARE BET't'EEN THE '<IIDTHS SHoVN,
<br />
<br />BEAM
<br />
<br />CHARTS &
<br />
<br />Post Information
<br />
<br />TABLE 2\ MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS
<br />AND DTHER OPEN STRUCTURES 'J/ SOLID ROOfS 6063 T-6 ALLOY
<br />
<br />BEAM SIZE Nom FOR SPAN 'L' ON DRA'<IiNG USE 'JiDTH 'V' /2 + D,H.
<br />2'x 3'x0050' TILT BEA~ EXAMPLE' VIDTH = 14'/2 + 2'= 9'
<br />'JIDTH 100 MPH V, L 110 MPH 'ii, L 120 MPH V, L
<br />5' . 9'- 3' 8'- 5' 8'- 0'
<br />6' 8'- 5' 7'- B' 7'- 4'
<br />7' 7'- 10' 7'- l' 6'- 9'
<br />8' 7'- 4' 6'- 8' 6'- 4'
<br />9' EXAI~PLE 6'- 10' 6'- 3' 5'- 11'
<br />10' 6'- 6' 5'- 11' 5'- 8'
<br />11' 6'- 3' 5'- 8' 5'- 5'
<br />12' 5'- 11' 5'- 5' 5'- 2'
<br />2'x 4'x 0,050'x TILT BEAM
<br />5' 11'- 3'----------10;"---3'----------97:-9'----
<br />6' 10'- 3' 9'- 5' 8'-11'
<br />]' 9'- 6' 8'- 8' 8'- 3'
<br />8' B'-11' 8'- 2' 7'- 9'
<br />9' 8'- 5' 7'- 8' ]'- 3'
<br />10' 8'- 0' 7'- 3' 6'-11'
<br />11' ~7' ~11' ~7'
<br />12' ]'- 3' 6'- B' 6'- 3'
<br />2'x 4'x O,044'x 0,120' S.~,B.
<br />5' 14'-10' ----------13':-6',---------12'-10'---
<br />6' 13'- 6' 12'- 4' 11'- 8'
<br />7' 12'- 6' 11'- 5' 10'-10'
<br />8' 11'- 8' 10'- 8' 10'- l'
<br />9' \1'- 0' 10'- I' 9'- 6'
<br />W ~5' ~~ ~~
<br />11' 10'- 0' 9'- l' 8'- 7'
<br />12' 9'- 6' 8'- 8' 8'- 3'
<br />2'x 5'x 0,050'x 0.120' S,,~,B,
<br />5' 1]'- 6' -----------f6':-O'---------is':-2'--
<br />6' 16'- 0' 14'- 7' 13'-10'
<br />7' 14'-10' 13'- 6' 12'-10'
<br />8' 13'-10' 12'- 7' 12'- 0'
<br />9' 13'- 0' 11'-\1' \1'- 3'
<br />10' 12'- l' 11'- 9' 10'- 8'
<br />\1' 11'-10' 10'- 9' 10'- 3'
<br />12' 11'- 3' 10'- 4' 9'- 9'
<br />
<br />2'x 6')( M50'x 0.120' S,M,B, ____________________________________
<br />5' 20'- 6' 18'- 9' 1]'-10'
<br />6' 18'- 9' 1]'- l' 16'- 6'
<br />7' 17'- 4' 15'-10' 15'- 0'
<br />8' 16'- 3' 14'-10' 14'- l'
<br />9' 13'- 3' 14'- 0' 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' SXB. ____________________________________
<br />7' 19'- l' 1]'- 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')( 8'x 0.070'x 0,224' S)l,B. _______________________________
<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' lB'- B'
<br />11' 20'- ;' 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'- B' 15'- 5'
<br />2'x 9'x 0,070'x 0,224' S.~,B,
<br />7' 28' - 0' ------------25'---7'--------24':-3'
<br />B' 26'- 2' 23'-11' 22'- B'
<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' 1]'- 5'
<br />14' 19'-10' 18'- l' 16'- 9'
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<br />SCALE:
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<br />
<br />DATE:
<br />
<br />05-02-96
<br />DRAWING #:
<br />ENGBMCHB
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<br />DRAWN BV,
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