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5' <br />6' <br />7. <br />8' <br />9, <br />10' <br />11' <br />12' <br />13' <br />5' <br />6' <br />7' <br />10# L.L.100 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. <br />(IN.)POST <br />TYPE <br />FTG. <br />(IN.) <br />MIN.MAX.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG MIN. FrG. <br />(IN.). 7?#;[ (IN.) <br />MIN.MAJ(.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG MIN. FTG. <br />(IN.Y #T (IN.) <br />MAX.POST <br />SPACING <br />(SPAN) <br />FTG. <br />(IN.) <br />MIN.MAX.POST <br />POST SPACING <br />TYPE (SPAN) <br />FTG MIN. 1 FTG.ONi ST (IN.) <br />MIN. <br />POST <br />TYPE <br />10'-0' -12' L-1 B 11'-63-1 /25 „13'-7' 8,9. /3425 B --41007· \-10'-1" \/-26 ¤ <br /> 3% B11'-4' 81' 1 / 3627. B 10'-6" - \ /3§27 B-9 -8' \-9:32 \ <br />928· 5"/ / 3% B 10'-2"- \ /27- 0 91-8: \ /26> 07'-60 -28 ¤ -8070 \ / -28 980-6» 71-19:/ \ /3%9- B 31321- \ / 27- B -9-YB-r- 27 r,- 7'-0'-29 -28 0 <br />7'-6"- V 26- 0 9'4.-X 38290 8 54:F X % 87'-7" <br />A 727 0 i.0. <br />\ 27 8'-7 - /\ 29 0 8'-2'- /\ 21, 06'-9" / 6'-r 1 28- B -<T-7" i \-30 0 -7-2" / \-29 W <br />602"609: / 27- 0 \29- O T.9 - \ \29- n- 6-0' 1 \18 0 -7-3" / \10 0 10' / \10 06'-6' / \28- o 7'-10'- / 393- B 74' \29- 09-F - 5-9 1 \-29 0 -7ro. 1 -%-7' f -30 95'-r 32'5,-7.--/3829- B 3-7,-8. \30> p. 7'-2- <br />\- 31 w /6'-4" \2931- B <br />10# L.L.100 MPH - FREESTANDING SOLID COV ERS <br />11'41-- 29> Q-\ . /121-91-0-39S--21-\ /H\ <br />/3%4 B /30 n-8 -3"1 \1-8'-4" \l-32 9 <br />8'-6"- \ /24- 0 19'-0" \/31 0-7-9' \ /15 9 1Eg \ /-33 0 <br />-51 / 25 0 17'-8' / 32 07-2" \ /-26 D 15'-r \ /34 0 <br />-DIk-6Z \ 25- 0 16'-61-- \ /' 33> r17 0 14-1.34 W <br />IZE X 26-O 15'-7"V ' 34 B <br />60-4'-27 0 13'-90 A -35 u <br />05!E-- 27, 0 '14'S-- /\ 1 33§6- C6'-1",-28 0 -13'-1' <br />SE< / \ 27 0 14'-V- / \ 355'-9" / \-28 0 E'-60 / \-36 V <br />5'-1.- I \27 0 13'-7" / \'35 r5'-7" /\-29 9 -2-0. 1 \-37 W <br />311> / \28 0 13'-Ob- / <br />5-4. 1 \-29 0 11'-6' <991 <br />12' OR LESS EXP. B&C <br />G \ <br />8' <br />91 X <br />10' <br />11' <br />12' <br />13' A <br />JW n <br />.W10'-4' - 28 12'41---5 9 G11'-4- 31 -H / -11'-2" 31 H35/ BE- G 11'-3" -29 G lii" 29G G9'-0*-10'-6" 30 -H \ 1 - 10'-4'- 30 H <br />1 10'4" 28 <br />8'-6» 28 3829- G /G 171-71/32 1-9'.9" 30 104' 3427- n <br />8'4" 29 U -8'-11-16- G A - 9'-2" 29 G G <br />15'-6033'*3%6- G G 15'-9' - 31 H7'-7' 30 U 8'-2-1 -8'-9' -30 G 70-3"- 14'-2. 32 I <br />G-7'-3"-30 H - 8'-4" 30 - H 7'-0'H 13'-6" 1327'-6' - 29 G <br />13>\0 AL£>47'-0" 31 H \ -8'4" 31 -H H77 -30 G 30 G 8'-3' -30 G 6'-10"---liE:. 15- - <br />19 1 A'-Al 1 11'.in•-1, CR/ <br />MEIRI <br />FOOnNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDtNGONLY. <br />SEE ALTERNATE FOOMNG TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />'*>No. C37348 <br />•THE MACMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF ™E AW(IMUM SPACING SHOWN IN ™18 <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B -0 <br /> *t FIGURE INOCATES E,eWHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & CM0 CALM: <br />DRAWN BY: EN. <br />TOM CAMPBELL & ASSOCIATES, INC.SOLID LIVE LOAD •PAnO COVER SYSTEM AS MFG. BY:DATE: 16O1t2012LAPMOER¥ 0196 COMMERCIAL AND RESIDENTIAL STRUCTUFUL ENGINEERING polung=mILE 10, 20 & 30 pif DURALUM PRODUCTS, INC.SCALE: NONE <br />AND ATTACHED HORil 'PANC) I 8260 ALPINE AVE., SACRAMENTO, CA 96826REVISED BY:RANCHO CUCAMONOA CA (961)741.2107 10 ILL 90 -H 90.100 8 110 MPH (918) 462-7021 FAX 403-1619 011*Indunk,n.com SHEET 18 OF 33