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20# L.L.110 MPH - ATTACHED SOLID COVERS <br />6.5" ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTERMAG BEAM <br />12' OR LESS EXP. B&C <br />3" SQ. STEEL BEAM 7" 1-BEAM <br />MAX.COL. MAX.POST <br />SPACING SPACING <br />ON SLAB *(SPAN) <br />FTG. MIN.FrG. <br />(IN.) POST (IN.)TYPE <br />MIN.MAX.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG. MIN.FTG.ON.) POSTTYPE (IN.) <br />MIN.MAX.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG. <br />(IN.) <br />MIN.FTG MIN.MAXPOST <br />T (SPAN)SPACING FTG. <br />(IN.) <br />MIN. FTG. <br />?* (IN.) <br />MIN.MAX.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG MIN. FTG <br />POST ···· C(IN) TYPE (114.1 <br />5' <br />6' <br />7, <br />8' <br />9, <br />10' <br />11' <br />12' <br />13' <br />5' ' <br />/26 r. 10'-8"/26, D/3-26- B 1911§:E"1 -iT 0 -94' \117 08'-3" - \ 27 011'-4" -·-0-73 1 / 27 w ---08'-9.-28 0 <br />9.8. IE/ \ 1 3%i B 111*- 1 EL-- 8 5:G67 / 29 29 0 28- 0 <br />80-6.7'-2" \ / 27 - 0 8'-0 - \ / 28 80- <br />6'-4 " ,1 --28 0 ----7'-8" \/-0-55 8 -AF 3%0 B <br />7'-7" 609 27 O 1'-1.-V 28- 0 801'- V 29 06.-O. A 18 0 7'-0.A 10 0 r.2' A -30 0 <br />6·.9. 33"-- / \ 28 E, 6'-11'·- / \ 28 ¤ 7-81--- / \ 29, ¤5'-8" / \-29 06'-7 / \ -30 0 -6'-9'-31 0 <br />6'-20 9%:17 / \ 3826- B m-:- \ 3%1 0 -ra- 1 \300 <br />0 /-6'4. 1 \-31 0 <br />9.5· 32%3, \3936 5 5/\li S-E ISE:g \30- o5-9. \12 05'-2, 5'-8"/ /\-36 B .51%2 l\ 29 \29 r, 5-9.- i \31 n5-1' I \11 &\-32 u <br />20# L.L.110 MPH - FREESTANDING SOLID COV ERS <br />/ 9'-3'- 29, G -\/110-2* 30, H-\ /10'-8" 30- G-\ h <br />8'-4" _--4 124 0 18.-19>.\ <br />-7-8.-25 0 ,343 C <br />8'-0'1 32 r• <br />7'-1"15'-3' \1 -34 U-fTA"24-·- a .,.s-- \ / 33- E-6'-7"14'-2- \ /-35 - C <br />IE>26, 0 335- \ / '33, c <br />6'-2' 1 12'-9- \/ '-0-55 6-18 D <br />El:/ 27 0 13-T,V 34c <br />5'-9"12'.1 ·A -36 128 0 <br />33>27, 0 12'- /\ 34 C <br />5'-6"19 0 11'-1" /\'-36 ' <br />SE--/ 28 0 11'-6" , \35- C <br />5'-3» 1 -29 0 19-7 1 \-37 1 <br />33>10,-7' / \ 3537- F%85'-1'9'-8. 1 <br />2;L 0 10'-13* /\35 C <br />'\- 37 ' <br />12' OR LESS EXP. B&C <br />G 19'41.<3 i ,\-1-9- 10 -H /10'-70 12 -I \/--lb'-1· 11 -H 0 -0 <br />10'-3' <br />10-9 <br />80-1' -30 903" 31 H 1 7'-9«16'-9" 36/ 9'-6- -29 G \ / 9'-1- -29 G7 '-6*9'-00 30 H 87 30 H 7'-2' 19 G 33'-:--3335- J <br />7'-0' 29 15'4: 33308'-1" 30 U 609" - 29 U7'-00 -28 G 8'-4 '60-8' - 28 G C NAL 46'-r 30 H T-r -30 n 6'-4' 30 H6'-8" 29- G-13'-9" 34.4280-0'- 29- u 7.f 29-C445 <br />U 6'-4" 29- G 13'-9" 32- v y <br />7 - <br />8' <br />9, <br />10 <br />11 '''I <br />"9111 <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING V#UHOUT SLAB <br />WHERE SLAB OCCURS, CUBED FOOTING SIZEE <br />MAY 8E REDUCED r EACH SIDE FOR FREESTANDING ONLY <br />SEE ALTERWTE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COv'ERS <br />* ™E MAXIMUM COLUMN SPACING ON EXISANG SLAB SHALL BE <br />THE SMALLER OFTHE MUIMUM SPACING SHOWN IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />-601"-31 - H / \13'-7 -33 mip#a \'%11 <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B ... <br />[ -- FIGURE INDICATES EXPOSURE C <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. , <br />E <br />3210. 4379486 1 \-50-9" -32 - 164"-31- H- l \ 7'-4'-31- 1-1-7'-0'-31-H- 1 5'-1 QJ-< 31-H 12'4"31- 41Z <br />13'\ 7'-1" -31 H \ 6'-90 - 31 H-57 -33 - J /\ 5'-80 -31 H <br />6'-4" 33 J /- 5-4' 33 J / <br />OfUWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE <br />SOLID LIVE LOAD •PAnO COVER SYSTEM AS MFG. BY: <br />'APMO ERI 0195 DATE:10101/2012 <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10. 20 & 30 pif DURALUM PRODUCTS, INC.SCALE: NOME <br />REVISED BY RANCHO CUCAMONGA. CA (951)741.2107 AND ATTACHED HORIL WIND -8289 ALPINE AVE., SACRAMENTO, CA 95828 <br />10 # L.L 90 MPH 90,100 8 110 MPH (916) 462·7021 FAX 401-1519 -le,@d-klm.corn SHEET 22 OF 33 <br />-6'-3" 11 -H -<707"31 1-1 -7'-2" 11 n <br />6'-4-- 30- H ,708"-30 -H-7-3"-30 -H -