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,Ae#AL. 90 MPH.ATTACHED OPEN LATTICE COVERS,12' OR LESS EXP. B&C <br />3" SQ. STEEL BEAM DIE.-3.x89:NTBEANI DBEZS.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />OR 3"x8'BEAM EACH w/ A 3"x8" STL. INSERT <br />MAX.POST MAX.POST5 MAXCOL. 6.posT MAJ(.POST MAX.POSTSPACINGSPACING MIN.MAX.POST MIN.MIN.E SPACING / SPACING FTG, Fi- FTG. SPACING FTG, F FTG. FOR OBL FOR 3, x 8' FTG. F+ FTG. SPACING FTG. POST FTG. SPACING FrG. POST FTG. POST <br />ON Sl,3' (SPAN) (IN ) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2x6.551.032'BEAM (IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPE <br />10'-3 - ,r. 18 -15'-7" -i , r, 20 - 10'-6-- 10'-9"-1 , 0 18- 23'-2>-, 1 0 23> 32'4" f /2¢L n <br />-2210'-6" 10.-90 \ I 0 -20 23'-2" 0 -25 32'-8" \ <br />08 -\ / 0 18 14'-3"-127- <br />6'26 29'-10' l9'-2" - 0 19 13'-3"27'-8' \27,7'21 19'-0" <br />12'-4'1 7-1'-- \ / n 24 25'-10-28 8'25'-10 <br />8.-E ¥ n 20,11'-8.-22 703"- 7'-9" - V 25 24'-4"9, <br />27 24'-4"31 <br />10'-9-23 6'-8"-7'-4" - /\ 0 20- 15'-3' \ C .M--23 2-29 10' <br />22 -10'-9 28 23'-2" <br />21 10'-2"23, 6'-5" - 6'-9' - 1' B 202- 14'-7> \29 <br />-23 10'-2-21'-3'11'32 <br />0 2© 13'-€> / c 21.-393 30 <br />-13'-6'12' <br />C. O.c 26- 19'-8"30 C 4 7\ B 1 \->-8-"=26.-=-5:7 3.>EF-1 1 B -S!22- 21(. <br />10# L.L.90 MPH - FREESTANDING OPEN LATTICE COVE RS <br />10'-3" 27 15'-7" G- i 10'-6'- 10'-9" - 27 F 23' 2-5, \/-0'-3" 28 -15'-7* 32 1 /10'-6'10'-9' 16- G l -13'-2'6, 9*r*r 2628 G 14'-343'Ar-%1 / -%1 /34* <br />/ 9'-2-- 26,13'-3"3830-9-H- U 87 - 9-Vls:-3657----5- 1 1 19'-0' <br />7' 1 --7/ 17 -13'-3'-E--r -9 -194- 33*3527 12'-4"- 28 - \/T-W - E-T -17'-1"8'-'4*-35 5 1 1 ------7'-8'27 G 1 17'-1 - <br />9 36 11'-4" 27 r.-26 F1%:IE 27 G -11'-8» -29 -7'-3' - 7'-9' 27 u A -16'-1" <br />-28 -19'-8" / <br />12' OR LESS <br />\- 33 r <br />E'<P. 3&C <br />\ 8'-2'- 26 10'-9' -27 E-W -T-Ar -26 -10' 28 -10'-9' 29 6'-8" - 64" 28 W <br />8'-00- 27 10'-2' - 27 E-9-2711'-8'-0"6'-9'16- G <br />28 9'-9'28 -,12'33* G -£Ext /132 29 w-»-16 <br />5'-8"- 6' 2" -28 G13' 7'-4" · 38--H-au e -9'4* 30 M -<5'-8- 62"-30<Ht <br />NOTE: <br />FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLU- SPACING ON EXISTING SLAB SHALL BE <br />EACH SIDE AND DEPTH Of CUBED FOOANG WITHOUT SLAB.™E SMALLER OF THE MAJOMUM SPACING SHOWN IN ™IS <br />WHERE SLAB OCCURS, CUBED FOOTNG SIZE COLUMN OR THE MUIMUM POST SPACING SHOWN FOR THE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY.SELECTED BEAM. <br />33 32'-8' - 36 Aw35 611/ 32'-8' 38 K\ <br />32 <br />35 J 1/ 29'-10' 3/ <br />33 J 1 1 27'-8" 17 3 <br />30 H 1/ 25'-19> 34- 1 <br />32 I W -25'-10-36 U <br />30 H V 24'-4" - 33 <br />29 G, M 23'-T -33 <br />29 a / i 21'-3' -32 I <br />31 <br />28- G 1 20'-4" -32 <br />30 H <br />15'-3" <br />15'-3" <br />14.-7"m:* <br />-4'-7" - i13'4' <br /> -3'-6"1 12'-1]Z>gn.--9/1 CDC/-3155-1-7-/ ItkP No1 E3794812'-10" 30 H '19'-8" <br />%61*<p. 03/31/g¢* <br />FOOTNOTE: 'SAMPLE-,%<*haL j / <br />FIGURE INDICATES EXPOSURE 8 -·32E:%7 / <br />E- -1-- FIGURE INDICATES EXPOGURE C - <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DIUWN BY: EN.LATTICEi LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY:TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE 10,20 & 30 paf DURALUM PRODUCTS, INC.tAPMO ER¥ 0195 DATE: 1001/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING <br />SCALE: NONE ANO ATTACHED HORIL WIND -8269 ALPINE AVE., SACRAAINTO, CA 95826 SHEET 26 OF 33 <br />REVISED BY:RANCHOCUCUOIGA. CA (951)741-2107 10 0 LL. 90 MPH 90,100 & 110 MPH (918) 482·7021 FAX 403-1519 silis@durnk,n.com