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10# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B&C 3" SQ. STEEL BEAM DBL. 3"x8"x,042"BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 3"xr BEAM w/INSERT DBL. 3"x8" BEAM I EACH w/ A 3"x8" STL. INSERT i A MAX.COL.MAXPOST MAX.POST MAX.POST MAX.POST MAX.POST P A19 * SPACING SPACING FTG. p FTG. SPACING FTG. F FTG.OPARC. FPRA:NGS· FTG. FMSNT FTG. SPACING FTG. + -G MAX.POST MIN.MIN 2 0 th ON SLAB *(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)(IN.) TYPE ON.)(SPAN)(IN.) TYPE (IN.)(SPAN)(IN.) TYPE (IN.)TYPEr [. SPACING FTG. POST FTG.. pOST 0 % „ 1021.--1 3 B 20- 15'-7_---1 /0 21 -23'-2" :0 27 - 32'-t--\/30 - -5' 13'-7 - 9,-9' I 1 -5214'-6" \ / •' -2510'-6'104" \ / 0 '52 ---71'-6" \ / 0 --1 ---50'-30 \/32 U 5' 60 11 '4" 33*id / B Zjii 213£3. / B -l % C 524 9'-3' 9'-90 - \ /0 21 - 20'4' \ /0 27 29'-10> \ -26 - 9'-3' 9q· D iS 19'-8"\ / 9 19 274' \ 7' 9'-8'BEEF \/ B 3223 12'-3'B -1418'-· 1/8 21-27'-8"- \ /31 F13'-3'- / B 90-05¥F-t.110.-g;:;:-- -30 25'4" / 34(- 71 22 19'-0'-- \ / 819%-- i i ¤22- 12'4' \ /8' 8'-6" -B 32-0- 17'-1 A 1 51.38%35-19> \ l 3235F-E- EVW 24 -11'-7' B 2-7-rt,-rin3-ici:- V 2417-1' 1 \/24'-1"9, 7'-7" 8,€ 1 B 25--10' A11'-BL-- V 0 26- 7-3' - 7'-9" - V 0 22- 16'-1 3< V C- 29 24'-41-* Y -3§i-3-g- g.- 8'-1"0 728 -70-3" -'-9" A 0 -24 16'-1" A -8 -31 22'-8' A n 24 lotg' /\0 26__ 6'-8" - 7'4'- /\0 23- 15'-3- M n 29 23'-2" /32.--1-- 10'10' 6'-9" -709' 0 -25 -10'4" /\9 28 -6f8" -4' / \0 15 15-3" / \d 12 '-6.36E 0 23,14'-7" / 1 n 29 21'-1:_- / \33 _11' 6'-2" 3341:. / : 3426102,-10./\ B ·2%iIE-&7134:57 l\0 -15 14'-7 / \-32 20'-r / \ 11' r-r -r, 24- 9'-9" 0 27- 6'-0'-5-9 -112' 508" 7fl. /-26 - 9'-6" -29 -6,-0. 69. / B 3325.-Elks:- \43952.39,-8.-/ \3457, F 12'O 25> 9%5'-j R 27, 5'-8-- 6'-2' -1 ¤24 12'-19'-w/L 30-19':8' /\3413' 5'-2" -6'-9. 1 9 -26 -9-1" 1 19 -5'4" 6'4' 1 u -26 13'-6" 1 C 53 18'-104 \-58 F 13' 10# L.L. 110 MPH - FREESTANDING OF'EN LATTICE COVERS 12' OR LESS EXP. B&C 10'-3" 29- G-15'-r- 33-32'4' 195' <79 2'-31 - I -*15'-7" 15 J /36601"12'-8-201"3032---r-\ /32'-*-2.36/ J39 Kl -32'-8' - 43 \ ,/,5 29 1 14'-3-- 32- I 39 w5 ->Gi:-0-ED--W \ 1 -#.*fwir34 -55-9:SF-24i:5- 29-*90-1 / 20'.4,-35M J /33.EIF-42 A / 6' 29 5-154:-31- 1 8'-r- 10'.8"-- 29 - Gv 1 / 19'-0" - 35>27'-€ 38- v97 31 H -3'-3' -34 -80-7 -10-2' -10 -HI 02 S **350*-0 \/ *8'-9" 30 H 25-Te,43153.3-5-33*359,4.2858- G ' 17- 91 8'-6"- 28- Q> y 11'-BL-0-30_ -H y 7'-3" - 9'-51---·-2@ G ¥ 16'-1-L--33 1 23.3 J- -84" -30- H A -011'-8'-33 J A --0-7'-7 - 9'40 -30 _H A /16'-1· -55- J 24'-4- -39 - K 10'2331--- 36- J - 8'-60 - 31 H 11'6'-5" - 8'-6" 30 - H 14'-7" 32 I 21' 36,7010"-32 8'-2" 32 -21'-3" -38 J 2,424 13' /P 12'9'-9" 31 6'-0"_- 8'€ 31-9-9 7'-90 33 \ 20'4' 3844U2,0./ 4 11' 0•-7-3"3-J = -9'-5" 3 J w-*%4' - 7,4 30 J '76610"31- I,.- J 8421JO- LIZI FOOTING SHOWN REPRESENTS LENGTH OF: EACH SIDE AND DEPTH OF CUBED FOOTING -THOUT SLAB WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8- EACH SIDE FOR FREESTANOING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & FREESTANDING COVERS THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR ™E UUIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: *SAMPLE'(/te FIGURE IN6ICATES EXPOSURE B .t--1 '1- FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. D#UWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC.IAPJAO ER 0195 DATE: 101/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REVISED BY:RANCHO CUCAMONOACA (951)741.2107 IAn»ICE POST SPACNG TAZLE FREESTANOOIG AND ATTACHED 10 0 LL 90 -H LIVE LOAD - 10.20 &3004 HORIL WIND• 00,100 8 110 MPH PATIO COVER SYSTEM AS MFG. 8Y: DURALUM PRODUCTS, INC. 8269 ALPINE AVE. SACRUENTO. CA 95828 (916) 452·7021 FAX 40>1519 lidil,/ik,Lcorn SHEET 28 OF 33