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30# L.L.110 MPH -ATTACHED SOLID COVERS 12' OR LESS EXP. E & C <br />DBL. 2"x6.5"x.032" BEAM / <br />3E DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />3"x8" BEAM EACH w/A 3")(8" STL. INSERT 3* <br />DO MAX,COL. MAXPOST MAJCPOST MAX.POST MAOCPOST <br />MIN. FTG.MIN. MAXPOST * SPACING SPACING SPACING FTG.MIN. <br />(IN.) POST SPACING FTG MIN.SPACING FTG. MIN. FTG MIN.SPACINGONSLAB* FOR DSL FOR 348'TYPE ;2 E (SPAN) (IN.) T N E9 (SPAN) (IN.) mET (IN.) WOST (SPAN) * ;* ON.) ;* E '2718.5.037 BEAM <br />5' 13'-r 53" 6'-10'122 10'-3"/26 /3931- C 133, - <br />6'-1" 6'-50 \/-14 B -1-9.\1 18 t:1 -h'-6' \1-35 5' <br />1 27 12'49> \ /29, c 19'4" \6' 11'-4"6-85,-5.E-25,-8. \ / 3-24- B -9-5"-9-0. / -li B -<11'-10' l -31 i. 18'-9" \l 3436 F E <br />7' 9'-8'5'4' 54' -- 4'-9' --'5;-3" /31.- B 54::6- 3726-S-6-1SS·G- \ .3932F-g--5:1'6,-8. \ / 3557 F25 71 <br />8' 8'- 6,v 4%2:-- 5tE---2 \/ 24> r, 7'-10' - 1 1 27 10'-·4' \ / 30- C \ / 35 8'-4'-4' - 4'-10" \/ 15 0 -0-7-7' -16 C -9'.10» \ / 32 1 15'-8.37- <br />3426 B 7'-50 - V 28 9'-9" - V 31 15'4' V 36- c 99' 7'-7" ,-6100 A 30 C 14"1\ 12 1K-9'A 1, <br />\ 24 ¤6'-10' \28 ,·,8'-11 '_- / \31 14'4' /\ 36-00 - 10'10' 6'-9"3'-8"4'-2'-26 - 30 u 8'4" / \ -33 13'-6" / \-38 <br />11' 6'-2. 3.3: 4.-2: / \ 25> 0 6'-5" - / \ 29> A -5:9: \31 13'-§" / \36 <br />- 3-e -3-9 l \-26 O -6'-T I \11 0 -33 '12'-10' / \-39 11' <br />12' 5'-80 33>3111> /\2 E 2'7,-4. \31 r-12'-10> / \373'-3" 3'-6' / \-li- B 51:7/ \11 \-33 r /11'-iw I \-56- F 12' <br />\25> C- 57 -/ -7'-9 -13' 5'-20 --,11'40 1 \40- 3'-0' - 395" f \-27 -B 33* i 1303>0-1 \37- - 13' <br />30# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C <br />, 7'-6' 7'-7"27- 1017" 30G, ,18'-0. -34--- J /2€LE./.M . 1 515' / --1" 7'-3' 19 -10'-2- 31 17'-2" / -21'-2" 38 J \ <br />7'-0'- 27_8 (J 9'-8'- 29, 1-1 20121---35 1 <br />6'-6"-9'-3" 11 nil- 3- 1--1 \\< if J i/1 T-10 <br />15'-9" 35 -19'-3" 37 v 6' 33> 33-- 3 33" 3436 3 \ 74T 601" 6'-2" <br />6'-0' 6'-1.-/3%6- G8' 8'€ EL- 1 1 14'-30 -32-1 15.3436- J 8'-5'-8' 80-9" <br /> - 8'-10 30 M <br />13-8- 34 J ' g. <br />9,9-T -5-9 -28 G- <br />5'-1" 5[6' -30 -H X E=-28 <br />- 7'-8' 30 H 13'€ - 32 I 16'-71----013 <br />-1740- 33 J 15'-9" 35 J A 9, <br />10' <br />11' <br />12 <br />5'-1' 5'-6' ----36 /\-1.r - 29 <br />'Ve -grt 31 - H -7-3' li 1 1 <br />4'-7'- 5'€ 39- _H <br />-t-9- - %0 32 - 1 32 1 <br />12_32% 15'-8.-32> <br />- 12'-3" 33 J 15'-0- 35 <br />12'-3>-311 15'-2. 32 <br />11'-8'33 J 14'4" 35 <br />3 <br />3 i \63 <br />3'-10 4'-8" 33 J - 6'€ 33 J \11'-20 33 J <br />\ 4'-0" -4'4"-31 H-6'-8'31 <br />6'-4- 33 J -137 - 36 J13 <br />MmEL <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEF™ OF CUSED FOOnNG WITHOUT SLAB. <br />WHERE SLAB OCCURS. CUBED FOOTING S[ZE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATEE FOOMNG TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />20'5 <br />* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF THE MABMUM SPACING SHOWN IN ntlS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOAN FOR ™E <br />SELECTED BEAM. <br />FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 -· <br />O -t- FIGURE INDICATES EXPOSURE C <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRAWN BY: E.N. <br />DATE: 1001/2012IAPMO ERI 0195 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDE,mAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (951)741-2107 <br />SOLID <br />POST SPACING TABLE <br />FREESTANOING <br />ANC) ATTACHED <br />10 0 LL 100 MPH <br />LIVE LOAD • <br />10,20 &30 plf <br />HORIZ. WIND • <br />90,100 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8209 ALPINE AVE, SACRAAENTO, CA 96826 <br />(910) 452·7021 FAX 403-1519 -1-Od/1*,nim SHEET 25 OF 33 <br />0 111 <br />C37948 *