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10# L.L. 90 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"€ BEAM <br />& OR 3"x8"BEAM EACH w/ A 38" STL. INSERT MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST <br />MAJ<.POST MAXPOST 1 <br />R % SPACING SPACING FTG. t FTG. SPACING FTG. p FTG.SPACING SPACING <br /> ON SLAB *(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.) 7%6.52.032'BEAM (IN.) TYPE ON.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPE •FOR DBL FOR 3' x 8' FTG. F+ FTG. SPACING FTG. F+ FTG. SPACING FTG. FNT FTG. 1i- E <br />107 - ,r. 18-15'-7.-1 20 10'-€ 10'-9" ,0 18 23'g---1 + 1 0 23- 32'-8.5'5' 137 .-16:3.\ 1 0 -19 /18'-7"\22 -10'-6"10'-9' /¤ -20 ---23'-2'\1 0 -25 32'-8" \/-28 L9'-8" -1/ 0 18 /0 18, 20'-4"-\ / o 23 -29'-19.x \1 27 '-6' 11'-4" _0-·0§:8· 0 -20 -14'-3" \O -1094\ /O 16 29110" \ /-29 6' <br />902"-1/0 19- 13'-3"- \0 19 19'4' \ /n 24,27'-§> \ |27 T70 948" M-§02" \/ O 11 /13'-3" B 353-54:S--144.-- \ /0 -21 -19'4' \ /u 16 27'-8" \ /10 <br />8'-90 \ / 0 20 - 12'-4"_--2 \/B ·2224--3"-7,4.-5--Ci- \/ 0 19,17'-1> \ C 21--2529> \ /28- B8' 8'-6' -<809. \/0 21 124- V Dll 1 7-1" W -27 -25'-10" \/10 1,8' <br />90 7'-7" -258:i:- 9 1211'-8' A -21 -6'-1"U -27 24'-4"A 931 i0 20 11'-8"- i B 3224-3245.--24:67 1 B 29-16'-11-- V n 25 24'-41-- v 29> C 9' <br />8'-2' l 0 21-10'-9' M B .341:- A B %232%:s:- A c 3%i.5*y l \ 28-C 10'10 6'-9"-8'-2" \0 12 -00.9" 1 \-32 <br />8'-0.- 1 20 14'-7"- l \c 26 21 13' / \29, -11' 6'-2. 23 -10'-2' \ B B -22 -U'-7' / 1 6 18 21 '-30 / \ -12 t 11' 3.1 10,-ZZ> -(-2325-ZE-EFILEE 1,-r -21, 909' / ,1 9 26,20'-4' / \3012' 5'-8" 7'.7'-23 -99" / \-9-B-33256'-0'6,-0.6'-5"ici:-/ \ B 20- 13'-t-- 1 112 3'4" 6 18 ib'-4" \-27 12' <br />13' 5'-2" -Ci B t.. 9,41*;*: U-g·-3%334%:-324;:3:1 \ B 310-9-10112'-19> i c 26-19-§'-7 \30 <br />-24 - 9 -5 6 28 19%8»\13 13' <br />10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS E <P. 3&C <br />11 1263:31.i; G \ FAE;I mii ri00- -Wr;:@ 19-rug- B«\ jEis; 33* J #47< Ng 1-0-\ / I.- <br />82IL <br />FOOTING 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 FREESTANDING ONLY. <br />SEE ALTERNATE FOOTNG TABLES <br />SHA 10 FOR ATTACHED & FREESTANDING COVERS <br />THE MAXIMUM COLUNN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF THE MA(IMUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />1= \k holE™ 4FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE 8 --7=*21, <br />E- -1- FIGURE INDICATES EXPObORE (-Ci< <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />093 <br />DRAWN BY: EN. <br />IAPIJO ER¥ 0195 DATE: 1601/2012 <br />SCALE· NOFE <br />REVISED BY: <br />LATTICETOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING FREESTANDING <br />RANCHO CUCAAIONGA. CA (951)741-2107 AND ATTACHED <br />10 0 LL 90 -H <br />LIVE LOAD • <br />10.20 &3090 <br />HON. WIND - <br />90,100 & 110 MPH <br />PAHO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALANE AVE, SACRAMENTO. CA 96826 <br />(910)462-7021 FAX 403-1519 Iililedliknzcom SHEET 26 OF 33 <br />147 - 29 G 1 1 9'-3" - 9'-9* -26 F 1 1 20'-4" -32 1 <br />7'8'-7" -9'-1- -26 F 19'4>-31 H 1 1 27'4"- 3447 J 7' <br />8' 7-8" 8'-20 -25 F 25'-12- 348;5 27 8'25'-10 36 4 <br />9,11'-8'- 27 V 703" - 7'-9" -26 F 16'4' 30 H <br />-1-3' - 77 27 16'-1" 32 1 354'9, <br />24'-4' <br />10'15'-3' , 29 G <br />14?28 U - 15'-3. 31 <br />14'-7' 29- G <br />-13'-2' 35 J <br />14'-7 31 H - 217 34 <br />\ 9'-9' - 2812'20'-4" - 32 1- 6'-0*8'-5' --59 G {5'-6" 30 H 20.-4 <br />13' 1 -945 -30 H H -2-10' 30 H