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7" 1-BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B&C <br />FREESTANDING & ATTACHED SOLID COVERS :20# L.L. <br />90 MPH 100 MPH <br />E- F FREES"ANDING ATTACHED FREES'ANDING ATTACHED <br />2 2 .Ax.POST FTG MIN MAX.POST <br />(IN·) TYPE (SPAN)(IN.) TYPE <br />MAX.POST T CPST FTG. TSPACING · <br />(SPAN)(SPAN) (IN.3 T SPACING Fm. M/N.CIN ' POST SPACING FTG. <br />' ' TYPE (SPAN) <br />5' 3%:5-3§57 J 5*4·254- F 3,47.73739- J .5.&'-4.3436 F <br />6, 274' 34 J 27'€' 33 26'-6' 36 26'€ 35 C <br />-26 -3' - 36 -26'-4' -35 1 '-2' li J -240-1' 37 I <br />7, 25'-6" 34 25'-7' 34 24'-7' 35- ,24'-8' 36 C-24'-4' 35 J -14'-6' 36 F -1303' 17 J -0-9-3" 38 I <br />8' 234. -24'€>- 35 F 23'4' 35 J 23'4' 37 c-22'-9"-35 J -12-1057 21'-9" - 36 /20'-10"39 1 <br />9, 22'4 <br />-21'-6,39 J 221-7.-32>21'-9' 37 C <br />-21' 70 38 21'-8"M.8-20'-7-.01 --1*.8" 39 1 <br />10' CI Bg J -20'-r 56 F 19' -7-15--1 --9.e 0 121'€ 36 20'-7' 34 1 20'-8"- 38 c <br />2031' 32-20'€ 37-19'-7- 33-19'-9' 39 C11' - 19'47 -33 J -ng'.r -19 F - 18'4"-35 J - 17-10' 41 I <br />19'-6' - 32 J 1 9.-7" 37/1 EE---133 1 18'-10>-39 c12' /-TA.-57 -18'-9· -40 F -17'-10" 36 J -«17-1'41 I <br />18'-9" - 32 ,18'-10' 38 O 18'- 34 18'-2" -40 C13' 18;G· 17 J 18'-1"-40 1 -1 7-2 *5 J 164<" 42 1 <br />110 MPH <br />FREES"ANDING ATTACHED <br />MAJCPOST MIN.MAJ(.POST <br />SPACING FTG.SPACING FTG. <br />(SPAN) (IN.) = (SPAN) (IN.) <br />27-10" 38 t, 27'-2" 35 <br />-26'4" 16 r\---1*4 -37 <br />25'4'--37.--J 24.-9"39 <br />-24'-1' 39 K 21'-10" 38 <br />23'-8"-56--lE 3756.22'-3" <br />22'-2'36> J 21'€ 38- <br />-20,110 38 -19'-0' -40 <br />20'-1 € 35 20'-3"- 39 <br />-19'-8" '37 .1 -17·-10'-41 <br />19kE----35- i 19'-3" 40 <br />- 18'-8- 17 J 170-0" -41 <br />18'-1 Q'35 18'-4'- 40-17' 10-57 J --16'-3" -42 <br />18'-L> 35 -17'-7" 41,-17-1" 38 J 15'-7" 13 <br />17'-4" 36-17'4" 42--16160 -38 J --15'-0- 743 <br />MIN. <br />POST <br />TYPE <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />5. 30.-lt/-32> 1-2&'-9' 37 J <br />, 27'-€ 34 ·6 --lE-3' 16 J <br />7, 25'-66-3/ J <br />Z -24'-4' 35 <br /> 8, 2329"--9- 1' 22'-9 35 610 9, 22't--1 33 • <br />, F -21'4' 17 J <br />-1 213>--3%7 J10'-20'-4" <br />20'4" - 3211' - -- i194" 33 W <br />19'-6" - 32 • <br />12' ./rEa·li J <br />13' 191/BL '-18'4' 34 J <br />HRIEL <br />FOOnNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOnNO WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED e EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />30'-2'- 32, <br />Mig;-10 134 <br />27'-7"- 33- <br />-254' 15 <br />25'-7" 34 <br />-24'-6' 36 <br />24'€ 35 <br />22'-10'-37 <br />22'-7" 35 <br />'-7' 38 <br />21'-6' 36 <br />20'-7' -39 <br />20'€ 37 <br />197 - 39 <br />19'-7= 37- <br />- 18'-9' 140 <br />18'-19"- 38- <br />-18'-1' 10 <br />4 <br />E-/rlifirileMRR'29'-0" 37- J 6'4" 36 r ----i664· 10 1< ------24:6· ---iT F \,f /,02,\8.AY ki F /1-7'-7" ng R 29'-2" 34 r 27'-10>-38 27'-2" - 35 <br />26'-6' - 36 -26'-8" - 35 25'-6'- 37-J 24.-9"36 r.mR/@r 33-4 1. 31'.t 33"4 ; &048. 07941 *24'-7'24'-8' - 36 233"37 23'-0' - 37 <br />23'-0' - 35, ,23'-1: 37 r 22'-2" - 36 21'·6" - 38 r- .EX>03Blf iF -11'-r -36 3 -19-10" 39 r -19-10·--58- J -194· --40 r <br />F 313:34- J 19'4- 39 F 194· 17 J 201-3. - 39 r21'-9' - 37 20'-10' -35 <br />20'-7 jo 1%56· -41 r L.- U#'1a.,7 <br />20'-7 - 34 .20'·8' - 38 19'-9" - 35 19'-3' -40- C ,-00/Ii"/11*F ---liD" li J -128' 40 F --171" -17 J 17;G -41 I <br />197 - 33 19'-9" - 39 18'-10"-35 ,180-1' 40- r-F --liG --8 J --174=41 F 17-10-57 4 - 16'-3" 12 r <br />F 3*39 J 17-10 41 F --TED -g J 15'-7'43 r18'-10> 39 18'-1" I -35 17'-7' -41, r <br />F 18111-0-2 187- 40 C 17'4"38-1 1 74"-42 r.- 17-20 - 36 J --le4• 42 I --16'16' -38 v -15Lo -43 1- <br />FOOTNOTE: 'SAMPLE <br />FIGURE INDICATES EXPOSURE B 1 <br /> '-- FIGURE INDICATES EXPOSURE C <br />ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRAWN BY: E.N. <br />IAPMO ER# 0196 DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COWERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (961)741·2107 <br />SOLID <br />POST SPACING TABLE <br />FREEETANDINC <br />AND AlTACHED <br />20 0 LL 90-110 -H <br />UVE LOAD • <br />10, 20 & 30 pil <br />HOR[Z WIND - <br />00,100 & 110 60'H <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8280 ALPINE AVE, SACRAYENTO. CA 95825 <br />(916) 462-7021 FAX¢03-1519 Ial.,4//ah/rcom SHEET 32 OF 33