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10# L.L.110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C <br />6.50 ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" 1-BEAMMAG BEAM <br />@ E CPOST FTG. MIN. FTG MIN.MAX.POST FTG MIN.FTG. MIN.MAXPOST MAX.POST FTG MIN, FrG MIN. MAX.POST FTG MIN. FTG. MIN.POST SPACING FTG. FTG MIN. ON SLAB * (SPAN) UN.) WN (IN.) := 131=7 (IN.)' (IN.)POST SPACING (IN.)* (IN.i ;WT SPACING 'POST q,t , POSTTYPE(SPAN) ON.) TYPE UN.) TYPE (SPAN)(SPAN)(IN·) TYPE , 4 TYPE <br />5' 13'-7" <br />6' 11'-4" <br />7' 9'-8" <br />8' 8'-6" <br />/35> o <br />36 i /25- a26 0 <br />8'-3' <br />6'-9"-27 0 <br />27- O <br />6'-4 '18 0 <br />/26 0 <br />/-27 9 <br />193" \ /27 0 <br />80-9" \ /-28 0 <br />39>8'-20 19 0 <br />--3ky 2LB- 30 <br />/26> O <br />1-27 0 <br />Im--_ /27- o <br />8'-4" /28 0 <br />US..0, <br />7'-5 -29 9 <br />8'-3" - <br />---h :t /27 03§260 B <br />/24 0 <br />115 0 <br />-59> \ /25 0 <br />7'-1 ' \ /-26 0 <br />6'-7"-27 0 <br />-ZE>3§- B6'-20 28 <br />/3155. B <br />253> \/1 32-- r' <br />15'-r \ -34 D <br />3-0" \ 1 9- 014'-2. \ /35 Q <br />345-3' \ /1 Big· c <br />9, <br />10' <br />11' <br />12' <br />13' <br />5. <br />6' <br />7'-7- Y 27-- B .31393:- X 3936· B 7,-91-- X 28 0 <br />6'-0. -28 -6'-10'10 0 <br />60-9. 93>1 / \ 28- 0 -159" / \ 29, 0 7-6 - / \29050-8. / \-29 D 6'-10" / \-51 06'-7 1 \-30 0 <br />6' 2- 62" \28_ 0 7'-6· - / \ 30- 0 7'-1' / \ 290 <br />54' 1 29 0 / \ 11 El -6'-3' / \11 0 <br />E-w 325/ \ \29- a DE" \30 O 67 - / <br />5-3* 1 --30 9 e:.3· \-32 \31 0 <br />5'-2" 33> /3930· B -510" / \31 0 6'-7>\30 05'-1' /6'-1" /\12 0 -51-9. \-32 0 <br />10# L.L.110 MPH - FREESTANDING SOLID COVERS <br />110'€ 30 /174'E H-/ -10'-1' - 31 I 11'-7.32 J/54i·%:-3132 H <br />/ 91100"<- 1 11.-1 -39 H/ 11'7 -30 H <br />/- 9'-2' 31 H\/10'-8" 32 / -10'-7" 32 I <br />317"V 27 0 14'-2'-Y , 32- r5'-9" A -28 0 12'-6•-SE> 7 \ g a 13'€ A I aiy C- 29 0 --71'-10" / \ <br />33> \28 0 12'-10" / \36- 357 / \ -29 0 \-38 u <br />28- 0 12'€ / \1 36 t, <br />10 9 10010' / \,-38 V <br />\ 29 0 11'-9"-/\37-9 <br />\19 E <br />12' OR LESS EXP. B&C <br />1 914" 299/i / 21'-10> <br />'.1.30 H \29-T <br />9'-7 - 28 G \ \35/24· 56Fi- \18'-6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />-12' <br />903"299 <br />- 8'-6- 30 H <br />8-7'- 28- n <br />54 --29 u <br />-52:28- G-7'-7" 10 H <br />..I31.-_gi G--7'-2" -31 - H <br />..21'-39> H- <br />6'-10'32 1 <br />520' 31 H67 -33 I <br />X <br />10'-8" -30 G <br />94· 17---H <br />97 - 29 G <br />---Ew-36--li <br />9'-0» -28 G---i -:2'H <br />87 - 29 G <br />7'-6- 31 H <br />7-11" -30 H <br />7- 32 1 <br />7'-7"-31 HE;'35«I- <br />X <br />3%-9.30515-H <br />9.-10. -29 G <br />--14-2--1 <br />331---29> G- <br />8 -8- 30 H <br />8'-10" - 29 G <br />--13· -50--A <br />8'-6' -30 H <br />- 7'-10"- 32 I <br />8'-2 -31 H <br />--99 --55---7 <br />X <br />8'-6" 28, n <br />-810 10 U <br />8'-2"- 28> n <br />_:lys:-36--W <br />T-g---3%i--17- 6'-10" <br />7.-1' 30--H <br />- 6'7 -32 1 <br />3%739-0-7 <br />X <br />33--- <br />16'-6" <br />35 <br />15'-6. <br />13,114'-1" <br />33:/ <br />13'-4'3-812'-3' <br />-133' <br />11'-9"25,31 H,/ \70-3" 31.--H /6'-3' -33 -J/ -6'-6- -33 J /\335- 313i B-T l / 6'-7'31-H //12'-2- <br />-6'-1" '33 J /11'-3" <br />NOTE: <br />EING SHOWN REPRESENTS LENG™ OF <br />EACH SIDE AND DEPTH Of: CUBED FOOnNG WTHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOnNG SIZE <br />MAY BE REDUCED 6· EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />• THE MAXIMUM COLVIN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF THE MA)06¢UM SPACING SHOWN IN THIS <br />COLUMN OR THE MWOMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />FOOTNOTE: 'SAMPLE' ,FIGURE INDICATES EXPOSURE 8 - <br /> -N FIGURE INDICAES E <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B&C <br />DRAWN BY: E.N SOLID UVE LOAD •PAnO COVER SYSTEM AS MFG. BY:TOM CAMPBEU & ASSOCIATES, INC.POST SPACING TABLEIAPMO ER# 0195 DATE: 10/01/2012 <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 & 30 pef DURALUM PRODUCTS, INC.SCALE: NONE <br />REVISED BY:RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIL WIND =8280 ALPINE AVE, SACRAMENTO, CA 95826 <br />10#LL DOMPH 00,100 & 110 MPH (910) 482-7021 FAX 403·1519 alio,®dur,Un=n SHEET 20 OF 33