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10# L.L.90 MPH - ATTACHED SOLID COVERS <br />6.5' ROLLFORM /-4" 1-BEAMMAG BEAM r. - <br />5 9 MAX.COL. MAXPOST FTG MAX.POST <br />0 > SPACING SPACING SPACING <br />M ON SLAB* (SPAN)(IN.)(SPAN) <br />AL FTG. MIN. <br />POSI-, POST <br />TYPE ™4 TYPE <br />/ 24 <br />1 -25 0 <br />25 Q <br />25 <br />26 Q <br />25 <br />\ 26 <br />\ 28 Q <br />\ 27 <br />12' OR LESS EXP. Birt <br />4.5" / MAG GUTTER 3" SQ. STEEL BEAM 3>K#EAM <br />MAXPOST FTG MIN. FTG. MIN. MAX.POST FTG MIN. FTG MIN,0-0011)ST IN. FTG MIN. <br />SPACING(SPAN) #Al,1 72#T (IN.) POST SPACING POST (IN.,- PeST SPACING DST ,IN,)' POSTTYPE(SPAN)UN-# TYPE TYPE 0 (PE 'TYPE <br />5' 13'-7. 1111".-13'-4' <br />9'-90 \2<i1 '.g. <br />Frd>eN._ FTG. MIN. <br />POST <br />l 25 <br />18 0 <br />(IN.)P1 <br />129 <br />11'-2 \I -25 0 5-10" \ / -212'20'-4' <br /> 25 212'6' 11'-4"8'-10- \ <br />9'-40 113:| 25 <br />7' 9'-8"- 31 <br />8'-3»10'-0'9'-6' A / -27 0 17'-3* <br />3%6 5 35/32 <br />7'-9-9'-4"16'-2' <br />9' 7'-7. 8.-3.-33/32 <br />32 B <br />33 C <br />8'-10" <br />10' 6'-9- 7219"*33>27 <br />7'-0'8'-4"29 <br />7'-7' <br />11' 67 -28 8'-8' <br />6'-8"8'-0" <br />12'6'-4' <br />7 <br />7' <br />29 <br />7 <br />\X29 <br />26 <br />6'-8'27 14'-6. <br />\ 33 <br />27 13'-10 <br />6'-20 3% B 15'-1-\34 <br />\ -35 U <br />7'-W - 113' 5'-2"62' / ,P w 4-- 7-1" 30334-/\39--,6 8'*L-7 \-2£» <br />10# L.L. 90 MPH - FR EESTANDING SOL.13'C,)yERS <br />, 14'-6 <br />11'-3' 19 U <br />9'-7 -28 U <br />8'9'-0" 27 U <br />9, <br />10'8'-7' 26 <br />6'-8" / \\27 <br />-5-10»/vt- 28 0 §6E-- O -112&:i \34 C <br />12:OR LESS EXP. B&C <br />23'4" 35 1 \ <br />13'-9' -29 G <br />13'4" 30 H <br />1 9-7' <br />/ 11'-10 29 U \9'-2" <br />/ 11'- <br />\ / 7-11'-2'729 U '11'-0" 29 - 80-9' 27 U NL <br />11'-0' 27 <br />10'-3"-28 U <br />l 326'J 32 1 <br />19'-4" Ni57 <br />32> 31 \ H17'-4- 52 <br />V 10'-4'- 27 <br />9'-5* -28 A -*.1.27 U <br />9'-10" 26 <br />-903" - 28 U 7'-9* -28 U <br />8'-r 29 *7'-10'-19 u / 1 7'-4" 29 <br />9'-0" - 28 7'-7" -28- G- 8'-6" 29 U <br />\ 861' 28 G 8'-8"28-G 70-3" -28 G <br />8'-2" 30 H - 6'-9' 30 H <br />47'-6' - 30 H <br />11' /15'-1 % <br />7'-10"2>12'5294' 29 13'-80 - <br />7'-7"13'28-G 14'-0" <br />701" 30 H 130-2" - <br />G <br />-\ Y <br />31 <br />29 <br />-31 <br />El <br />FOOHNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZEE <br />MAY BE REDUCED 6· EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOnNG TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />* THE MAJ(IMUM COLUMN SPACING ON EXISHNG SLAB SHALL BE <br />THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />29 --.·¥il'J <br />40.=7948 /* <br />FOOTNOTE: *SAMPLE <br />FIGURE INDICATES EXPOSURE 8 -- <br /> -'-- FIGURE INDICATES EXPOSURE C <br />WHERE ONLY ONE FIGURE SHOAN INDICATES EXP. B & C. <br />E-4 <br />SOLID LIVE LOAD =PAN COVER SYSTEM AS MFG. BY:DRAWN BY: EN.TONI CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE <br />IAPMO EM 0195 DATE: 10/01/2012 <br />COMMERCIAL AND RESIDEN-nAL STRUCTURAL. ENGINEERjNG FREESTANDING 10.20 & 30 Pif DURALUM PRODUCTS, INC <br />SCALE: NONE AND ATTACHED HORIL WIND •8269 ALPINE AVE.. SACRAMENTO, CA 95820 <br />REVISED BY:RANCHO CUCAMONGA CA (951) 741-2107 <br />10 0 LL 80 MPH 90,100 & 110 MPH (016) 452-7021 FAX 403-1519 Ial-@dinkrn.com SHEET 18 OF 33