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109#,4,4 <br />1.\1 <br />1 DO MAX.COL. <br />f % SPACING <br />ON SLAB *, <br />5' 13'-7" <br />90 MPH € ATTACHED SOLID COVERS_3 <br />DBL. 2"x6.59032+BEAM /DBC 3"x8"x.042" BEAM <br />3"x8" BEAM <br />NU.POST MAX.POST MAJ<.POST <br />SPACING SPACING FTG. MIN.FTG. MIN.SPACING FTG.MIN.FTG.MIN. <br />POSTFOR DBL. FOR r x 8- (IN.)TYPE (IN.) (SPAN) (IN.) (IN.) <br />27(6.5'x.037 BEAM <br />9'--10' 10'-2"/32 - 14'-2"-'35- -/ 23 B 12t7" \ /26 W <br />12' OR LESS EXP. B&C <br />3"x8" BEAM w/INSERT DBL. 3"xr BEAM >- <br />EACH w/A 3"x8" STL. INSERT 3 <br />MAJ(.POST DO <br />SPACING FTG. MIN.FTG MIN.MAX.POST <br />POST ,IN 1 POST EPOST ... .' POST SPACING FTG.MIN. FIG MIN. m * <br />(SPAN)(IN·) TYPE ('"4 TYPE (SPAN)(IN.)TYPE ' '' TYPE <br />128/30 B 2 91-§>.-\ <br />-18'-T \-26'-2' \C 9 <br />123 | 33-6'27 0 ir-0» \zy-10» 1 / -34 <br />242 B 12'-1' \ / 26 - m 17'-1 Q> \ / 30 l 34 7' <br />T €7'-7'22'-2" / -35 <br />8' 8'-6. 7.-19'-- 8'-1 -24 27 31 34 8'28 0 -14'-9" \/36 <br />9' 7'-7. 7.-6"- 707"-25 28 31, 0 22'-T <br />19'-r <br />9, <br />10' 6'-9" -23>10'-2'28 32 <br />6'-3" <br />1026 0 -9'-0"37 <br />11' 602"6'-1 QL--25 14'-3"\ 32 3911"36 <br />-27 3 -8,-r 3%6. 8 -12'-7"34 17'-8"11 <br />3%70 B 33/ n 13'-8"37 <br />1212' 5'-8' 5'-9" 5.10"8'-2-34 U 7'-0" <br />13' 5'-2" <br />104 L.L. <br />5' \ <br />34yfAV 39-0- 0 8'-10·-/ 29-1 28 0 31 <br />90 MPH - FREESTANDING SOLID COVERS <br />,10'-4L< 9'-7 - 29- G,1 /15'-6"- 30- G -1 <br />B 133>/117 1 \-35 <br />2603' 34 i \ <br />C 18'€ i \37 - - 13'-10-1. 1 \39 <br />12' CiR LESS EXP. B&C <br />30'-3" <br />27'-3"7' <br />25'-r 34 J 8' <br />24'-2" - 33 A 19' <br />22'-8" 35 <br />22'-10' 33 <br />20'-8" 34 U <br />21'-1'- 32 <br />1*10" 34 <br />20'-2" - 32 <br />-19'-0" 34 ll <br />1-94" -1010- 10 -H \/ 14'4" -31 -H <br />/ 14'-1" - 29 G 24'-0" - 33 <br />8,-r / r-10-26 G \ 1- 13'-30 30 H <br />27 G \ <br />T -521"2856- G/ 7'-7" 7'-0" 28 U 12'-3*19'-10" 34 4 <br />8'ES--0-38-9- G 20'-9' - 32 1 <br />7 -2' 29 G 11'-7"- 18'-7 33 J <br />9,113>--37rr G5'-11 30 -1T-r 33 J <br />10' <br />18'-8' - 31 H <br />28 U - 16'-8- 32 <br />57 - 30 H <br />11' /10'-1,"---037- r,1 7-9.- 31 H <br />5'-4' 32 - 94" 29 - 15'-100 32 I <br />12'5'-6" -5'-0' 33 J 53/ 38.9 G9'-1 '-H-T- <br />50-7"5'-4" -31 H 9'-3'28 G 16'-4"31 <br />13'47 33 J 8'-9' 30 H 14'-8" 32 <br />Ngmi <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING VATHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SI·IT. 10 FOR ATTACHED & FREESTANOING COVERS <br />* ™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THEE <br />SELECTED BEAM. <br />\\ No. 337948 11*FOO™OTE: 'SAMPLE ,A EXP. 03/31/16/ 4 <br />FIGURE INDICATES EXPOSURE 8.--0--- <br />E -1- FIGURE INDICATES ¥CK <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. u a u. h:==: <br />DRAWN BY: E.N. <br />IAPMO ER#0195 DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL ANO RESIDENTIAL- STRUCTV,UL ENGINEERING <br />RANCHO CUCAMONGACA (951)741.2107 <br />SOLID <br />POST SPACING TABLE <br />FREESTANDING <br />AND ATTACHED <br />10 0 L.L. 100 MPH <br />LIVE LOAD • <br />10,20 & 30 pif <br />HORe WIND • <br />90,100 & 110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE., SACIWIENTO, CA 06826 <br />(918)482-7021 FAX 403.1610 1,lie@dur,kim.corn SHEET 17 OF 33