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<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE I: CONTINUED; ~AX)MUl/ ROCf SPANS
<br />
<br />'MND LOADS
<br />SCREEN &: "N'rt ROOMS, CARPORTS, AND DTl1ER !YEN BUILDINGS
<br />4'x 0019' ____NO_OH_______I' _OH_____2' _OH______3' _OH_
<br />100 I.IPH W. l. 18'- 0" 18'- l' 18'- 5" 18'- II"
<br />110 I.IPH W. L. 16'- 5' 16'- 16" 16'- II" 11'- 6'
<br />120 I.IPH W. l. 15'- 2' 15'- 4' 15'- 8' 16'- 4'
<br />
<br />4' x 0.024. __________________________________________________
<br />100 I.IPH W. L 20'-'" 20'- 3' 20'- S" 21'- 0'
<br />"0 I.IPH w. L. 18'- 4. 18'- 5' 18'- g' Ig'- 4'
<br />120 I.IPH w. L 11'- 0" 17'- I' 11'- 6' \8'- 0'
<br />
<br />4 'x 0032.________________________________________________
<br />100 I.IPH W. l. 21'-." 21'- 5' 2I'-!f 22'- 2'
<br />"0 I.IPH w. L 19'- 5. 19'- 5' 19'- 10" 20'- 4"
<br />120 I.IPH '1(. L. !8'- 0" 18'- 1" 18'- 5" 19'- 0'
<br />
<br />f)ANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1: CONTINUED; MAXiMUM ROCf SPA.'IS
<br />
<br />'MND LOADS
<br />SCREEN &c "N'rt ROOMS, CARPORTS, AND ono !YEN BUILDINGS
<br />5' x 0.019' _______NO_O.H_______ I' _OH.________2' _OH._____3' _OH_
<br />100 I.IPH W. l. 20'- g' 20'- 10' 21'- I' 21'- 7"
<br />110 I.IPH 'N. L 18'- II' 19'- 0' 19'- 4' 19'- 10'
<br />120 I.IPH w, L. 17'- 6' 11- 8" 18'- 0' 18'- 6'
<br />S"x 0.02.'
<br />100 I.IPH W~-L~---21~--8,;-----21~7----;;2;::--~--21=--~------------
<br />110 I.IPH W L 19'- g" 19'- 11" 20'- 2' 20'- 8'
<br />120l.lPH W. L. \8'- 4. 18'- 5' 18'- g' 19'- 3.
<br />S"x 0032"
<br />100 I.IPH W~l~-- --227'--7;------22' --8"---22' - -ij;---2 3' ---~----------
<br />110 I.IPH W. l. 20'- 7" 20'- 8" 21'- 0" 21'- 5"
<br />120 I.IPH W. L 19'- l' 19'- 2' 19'- 5. 20'- O.
<br />
<br />OEAD + LM LOAD &c ORISNOW LOAD (INCLUOES 2 IISF DEAD LOAO)
<br />ALL BUILDING T'i't'ES
<br />
<br />.'x 0.019'______________________________________
<br />22tlSF '4'- 10" 15'- 0" 15'- 4' 16'- o'
<br />3211SF 12'- 3" 12'- 5. 12'- II" 13'- 8"
<br />5711SF 9'- 2' g'- 5' 10'- 0' 11'- O.
<br />
<br />4"x 0.024._________________________________________
<br />2211SF 15'- 7. 15'- 9. 17'- l' IT- 8'
<br />3211SF 13'- g. 13'- II' 14'- 4' 15'- 0"
<br />571/SF 10'- 4. 10'- 5' 11'- l' 11'- 11'
<br />
<br />4.x 0.032. _____________________~____________________
<br />22IISF 17'- 7' 17'- 8" 18'- 0' 18'- 7"
<br />321/SF 14'- 7. 14'- g. 15'- I' 15'- g'
<br />5711SF 10'- II. 11'- l' 11'- 7" 12'- 5.
<br />
<br />OCAD + uvt lOAD ole ORISNO'lllOAO (INQUOES 2 fl;; DEAD lOAD)
<br />ALL BUILDING T'iPE S
<br />6"x 0019'
<br />2211SF ----,i~-,~-----,1~--3;-----;r~r--~2;----------
<br />3211SF 14'- t 14'- 4" :4'- g' 15'- 5.
<br />571/SF 10'- 7. 10'- 10" 11'-." 12'- 2"
<br />5"x 0024. .
<br />2211Sf --------,i~l,;------I8'~-o_-----la::-~---lac_~-----------
<br />3211SF 14'- 10' 15'- 0" 15'- 4" 15'- 0'
<br />57t/SF 11'- l' 11'- 3" 11'- 10" 12'- 7"
<br />6"x 0.032'
<br />2211Sf -------,i~-8~-----18~-9;-----~i'~-~----1~:--7,;-------------
<br />32t/SF 15'- 5' 15'- 7" 15'- II' 15'- 7'
<br />5711SF 1"- 7" 1"- g" 12'- 3" '3'- 0"
<br />
<br />TABlE 4: MAX, ROOf" AREA FOR ALUMINUM CARPORT POST
<br />FOR AlLOWABlE ROCf AREA USE 'TRIBUTARY AREA O\1:R POST.
<br />EXA.lApt(; S/2 = 1 &c 'N12 = 6', + 2' O.H = ]'x 8' = AREA Cf 56 SF
<br />POST TYP[ ),tAX. ALL OW. ROCf ARE A F OR V ARIOlJS TYP( POS T IN SF
<br />OCSlGN_lOADS_AND 'MNO_ "fLOClTY _LOADS_
<br />P~OW!S T T MAX I WALK ON 100 I.IPH "OI.IPH 1201.lPH.
<br />
<br />,~. '" ----------------------
<br />2' - O. 5,200 260 347 289 248
<br />lS'- O. 3,640 182 243 202 173
<br />2"x_2'x_D.093. _OR_2'x_3.c0050" _EXTRUSlON._______________
<br />r - 9' 6,960 348 454 387 331
<br />12'- 0' .,060 203 270 22S 193
<br />3' x_2. x_0070. _EXTRUSION' ___________________________
<br />8'- 2. 7,100 425 567473 406
<br />12'- o. 4,970 249 331 276 23S
<br />3.x_l.xO.060. _SCALlG'ED.__________________________
<br />11'-10. 8,640 432 576 480 411
<br />1S'- O. 6,120 :IOS 408 340 291
<br />3. x_3.x_0.90. _ruBE' _________________________________
<br />1"-10' 12,960 648 864 720 517
<br />16'- O' 9,18O 459 612 51~ 437
<br />3.x_3.x 0.125"_ TUBE.______________________________
<br />'3'- 3. 13,500 575 gOO 7SO 643
<br />15' - O. 8.000 500 667 556 476
<br />..x_ ..x 0 125. _l\JBE' ____________________________
<br />15'- g. 23,280 1154 1588 1293 1109
<br />2(f - O' 18,430 921 1229 1024 878
<br />
<br />. ALLOY 6063 T-5
<br />.. ALLOY 3105 H15
<br />
<br />TABLE 3: SCHEDULE OF POST TO
<br />BEAM-SIZE--------- -- ----- --
<br />
<br />~~~ SIZE ~ ! OF lliRU ~Q~TS R~QUIR~~
<br />MINIMUM II /rnRU BOLTS @ L= 0 + 1/2"
<br />POST SIZE 1/4" 3,'8"
<br />3"X 3"X 0,06" Scalpd 1
<br />3":C 3"X 0.06"" 1
<br />3"X 3"X 0.06" 2
<br />3"X 3"X 0.06" 2
<br />3"X 3"X 0,093 3 2
<br />3"X 3"X 0,093 3 2
<br />3"X 3"X 0,125 4 3
<br />3"X 3"X 0,125 4 3
<br />
<br />2"X 3"X 0,05" TILT
<br />2"X 4"X 0.05" TILT
<br />2"X 4"X 0,044" X 0,12" 5MB
<br />2"X 4"X 0,044" X 0.15" 5MB
<br />2"X 6"X 0,044" X 0,12" 5MB
<br />2"X 7"X 0,050" X 0.13" 8MB
<br />2")( 8"X 0.070" X 0.23" 3MB
<br />2"X 9"X 0"070' x 0,23" 5MB
<br />
<br />TABlE S: ISQATm FOOTINGS
<br />I.IAXIM\JII R~ AREA IN Sf FOR CARPQR T POST Vi IlSiXA ItD Foo TINe
<br />F DR BEL OW US TE 0 'NiNO "flOCt TV UPliFT LOADS
<br />100 I.IPH IIOI.IPH 120l.lPH
<br />
<br />FOOTING TYPE &: SIZE
<br />POUR[D CONCRETE
<br />1'-O"x ,'-o"x 1'-0.
<br />1'-."X 1'-..X 1'-4.
<br />1'-S"X I'-S.X 2'-0.
<br />1'-8.X 1'-8"X 2'-0.
<br />,'-8"X 1'-8"X 2'-6.
<br />2' - o'x 2' - O'x 2'-0'
<br />l' -5"X 2' -5'X 2'-6.
<br />
<br />25
<br />72
<br />136
<br />'56
<br />229
<br />288
<br />3a6
<br />
<br />21
<br />51
<br />116
<br />134
<br />196
<br />257
<br />33'
<br />
<br />29
<br />86
<br />153
<br />187
<br />275
<br />345
<br />463
<br />
<br />PRE-CAST SlAB wi 801 SACK-CRETE &: BACKFIlL OvtR SlAB
<br />1'-..X I'-n 1'-.. 117 97 56
<br />
<br />TABlE 2: tolAX. ROCf BEAll SPANS FOR CARPORTS, SCREEN &: VlN'rt ROOMS
<br />AND OTl1ER OPtN STRUCTURES wi SiXlO ROCFS 6063 T-5 ALLOY
<br />
<br />BEAM SlZE NOTE: FOR SPA.~ "L. ON OR AiliNG USE IIID~ ''If 12 + O.H.
<br />2'x 3.xO.OSO' TIlT BEA~ EXAMPlE: 'MD~ = 14'/2 + 2'= g'
<br />'MD~ 100 MPH W. L 110 I.IPH W. L 120 I.IPH W L
<br />5' g'- 3. 8'- 5. 8'- 0"
<br />5' 8'- 5. T- 8' 7'- 4.
<br />T 7'- 10' 7'- ,. 6'- g"
<br />8' 7'- 4" 6'- 8. 6'- 4.
<br />g' EXAMPlE 5'- 10' 5'- 3" 5'- II.
<br />10' 6'- 6' 5'- 11' 5'- 8'
<br />11' 5'- 3" 5'- 8" 5'- 5'
<br />12' 5'- 11" 5'- 5. 5'- 2' _
<br />2'. ..x O.OSO.x TIlT BEAI.l
<br />5' 11'- 3'-----10~r----g::_~-----
<br />5' '0'- :r g'- 5" 8'-1'"
<br />1 g'- 6. 8'- 8' 8'- 3.
<br />8' 8'-11' 8'- 2" 7'- 9'
<br />g' 8'- 5' 1- 8. 7'- 3'
<br />10' 8'- 0' T- 3' 6'-""
<br />II' T- 7. 6'-1" 6'- 7.
<br />11' T- 3" 5'- 8. 6'- 3.
<br />2"x ..x 0.04... 0120' S.I.IB. ___'-__________________
<br />5' 14'-10" 13'- s. 12'-10.
<br />5' 13'- 5" 12'- 4. \ 1'- 8"
<br />l' 12'- 5" ,,'- 5' 10'-10"
<br />8' 11'- 8' 10'- 8' 10'- I"
<br />9' 11'- o. 10'- l' g'- 5'
<br />10' 10'- 5. g'- 5. g'- o.
<br />11' 10'- o. g'- l' 8'- 7.
<br />12' 9'- 5. 8'- 8. 8'- 3.
<br />2.x 5.x OOSO.. 0120' 5.I.IB. ___________________
<br />5' 17'- 6" 16'- 0" 15'- 2"
<br />6' 15'- o. 14'- 7' 13'-10.
<br />T 14'-10' 13'- 5' 12'-10.
<br />8' 13'-10. 12'- 7' 12'- o.
<br />g' 13'- o. 11'-11" 11'- 3'
<br />10' 12'- ,. 11'- g' 10'- 8'
<br />11' 11'-10' 10'- 9. '0'- 3"
<br />'2' 11'- 3' 10'- 4" g'- g.
<br />
<br />2'x 6.x OOSO.x 0120. S.I.I B. ______________________
<br />5' 18'- g'
<br />6' 18'- g.
<br />T IT- 4'
<br />8' 16'- 3.
<br />g' \5'- 4.
<br />10' 14'- 5.
<br />II' 13'-10.
<br />12' 13'- Y
<br />tx 7.x OOSO.x 0.120. S.f.lB.
<br />7' 19'- 1. ----17~?-----~::-5,;----------
<br />8' 17'-10. 1S'- 3' 15'- 5.
<br />g' 16'-10. 15'- 4. 14'- 5.
<br />10' 15'-11" 14'- 5. 13'- g'
<br />II' 12'- 2. '3'-10' 13'- 2"
<br />12' 14'- 5. 13'- 3" 12'- 7.
<br />13' 14'- o. 12'- g. 1"-10.
<br />t4' '3'- 6. 11'- 3. 11'- 4.
<br />2.x 8.x 0070.x 0224. S.f.lB. ______________________
<br />7' 25'- 10. 23' - 7. 22'- 4.
<br />8' 24'- 2' 22'- o. 20'-11.
<br />g' 22'- 9" 20'- 9. 19'- 8.
<br />10' 21'- 7. 19'- 8. 18'- 6.
<br />II' 20'- t 18'- g. 17'-10.
<br />12' 19'- 8. 18'- o' ,1- ,.
<br />13' 18'-11. 17' - 3" 15'- o.
<br />14' 18'- 3. '5'- 8. '5'- 5.
<br />2.x 9.x 0070.x 0224. S.f.lB.
<br />1 28'- o.
<br />8' 26'- 2'
<br />r 24'- ~
<br />10' 23'- 5.
<br />II' 22'- 4.
<br />12' 21'- 4.
<br />13' 20'- 6.
<br />I.' 19'-10.
<br />
<br />
<br />17' -10'
<br />11- 1"
<br />15'-10"
<br />14'-10.
<br />14'- o.
<br />13'- 3.
<br />12'- 8"
<br />It - ,.
<br />
<br />20'- 6'
<br />15'- 5.
<br />15'- o.
<br />14'- ,.
<br />13'- 3.
<br />12'- 5.
<br />12'- o.
<br />1"- 5.
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