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10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B&C <br />3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM • <br />32 -OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT & <br />MAX.POST MAX.POST <br />00 MAX.COL. MAX.POST <MAX.POST*MIN.-._ MAX,POST MIN,SPACING1 2 SPACING SPACING FTG. 'POST Fl-37-•·.SPACING FTG. posT FTG.FOR DSL.=9!tte FTG. 2+ FTG. SPACING FTG. PU+ FTG. a FTG. ,M ON SLAB * (SPAN)(IN.) TYPE (IN.)(IN.) TYPE (IN.)226.5'1032'BEAM (IN ) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) <br />107 -n 19 1!i r., 225' 13'-7" 0:3 / D -27-374 X15'-7 <br />4'-3" <br />14'-: <br />3'-3" <br />13'-: <br />ES-- <br />12'- <br />11'4 <br /> B 19> 23'-2'25!> 32'10'-9' <br />-25 29'908"20- 1 ID, <br />28 7-29'-10' 1 <br />25.- 27'*9'-2' <br />8' 8'-6"21,1 <br />23 -4" B 26 W 0 -22 <br />-27'4" <br />25'-19" <br />29 -25'-10"B 3224-1 <br />4 n,c, n•8'-2" /\ 0 22_ 1<0 24> 6'-8"- 7'-4"03•< M o 21_,515'-33 <br />r. 27 <br />29 <br />n 27- <br />31-*y <br />23'-2" <br />13'-2' <br />X <br />0 -24 -10'-9" <br />\ E 28B -25 -10'-20 -14'-7.C 30 <br />21'-1" /11' 6'-2' <br />12' 5'-8" -393> /20'-4" / <br />MIN.POST 945: posT m %IYFlIN.) TYPE <br />5' <br />, 29 E <br />C <br />32 7' <br />3955.-9 8, <br />31 9, <br />31 10' <br />\ 31 <br />11' <br />\3255- F 12' <br />\3255- F 13'13' 5'-20 357,4.-l \ B 905'24 ->9-10' E -31 19'-8' /9'-5"- LL-3§-334:i242:1 \ B 32342'-19>1 \ <br />10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS \ 12' OR LESS <br />5'52"93:3856-1--5-\ 15,-715-r3153--EP75-69-6.19-9, -32'-8" 41-K <br />32'-8' 38 J -10'-9" 30 - H 1 -<23'-2' -F J 1 <br />9'-9.30 -20'-4' 36 <br />10,_rl• <br />EXP. B&C <br />- <br />6, \ <br />97 <br />29'-10" 40 K 6 <br />07'JAN _- iA <br />7''-2" 29 -13'7'32 1 -194" -35 <br />8'87 - 27 17'-1' 32 I <br />28 74' 34 - J <br /> 1\ 25'-10> 36 J <br />W ·N-25'-10' 38 K <br />7' <br />8' <br />11'-8"- 29 V 7'-3" - 7'-9' - 279,16'-1"-31 1- 24 32=i- J X 9, <br />10' <br />31 <br />33 92*3537 J <br />--29>.9--7 <br />-£-43'-30 - 107 30 H 30 <br />15'-3"- <br />fE' -3 ' <br />14'-7'.31 H <br />-14'-7" 33 - 1 <br />21'-3'-' <br />2130 - <br />/ \ 7'-7'Z--9'-9"- 29 G -29 G <br />12' /6'-5' 31-9tg' 31 -3'-6' 32 1 <br />9-9-39 ,1 12'-10"-30 H 19'€ 33 <br />-9'-5" 32 30 - 12'-10' 32 I - 19'-8' 35 <br />25¥3*71 <br />1101 <br />1Z <br />M r 1,948 /* <br />NME:' <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOnNG WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. <br />THE MAXIMUM COLUMN SPACING ON EXISTING SLA8 SHALL BE <br />THE SMALLER OF ™E MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAJ<IMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />FOOTNOTE. -SAMPLE'M k--4 <br />FIGURE INDICATES EXPOSURE B -t*33*Sf <br />-T- FIGURE INDICATES EXPOSURE 2 <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRAWN BY: E.N.lATT1CE LIVE LOAD •PATIO COVER SYSTEM AS MFG. OY: <br />TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TA8LE 10,20 & 30 pif OURALUM PRODUCTS, INC.DATE: 1001/2012BAPMO EM 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING <br />SCALE: NOE AND ATTACHED HORIZ- WIND •8280 ALPINE AVE., SACRAMENTO, CA 96826 SHEET 27 OF 33 <br />REVISED BY:RANCHO CUCAMONOA. CA (961) 741·2107 10 # LL 90 MPH 90,100 & 110 -H (916)452-7021 FAX 403-1619 1*le,@dur*m.corn