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10# L.L.110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C <br />DBL. 2"x6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 31'x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />3")<8" BEAM EACH w/A 3(8" STL INSERT 5 AW(.COL MAXPOST MAJ(.POST MAA POST MA.POST /2 <br />G & SPACING SPACING SPACING FTG MIN. FTG MIN.MIN.FTG.MIN.SPACING FTG.MIN.FTG MIN.MAX.POST <br />M ON SLAB* FOR OBL FOR 3' x 8- (IN.i W#T (IN.)' 72# %%2 41 wi (IN.) WAI (SPAN) (IN.) ET (IN.) ?WET Wf Wl- 2- Wt rMIN. m 5 <br />2-xe.5-1032'BEAM <br />5' 13'-7 2]2." 10'-2' -/22 0 11'-7'-\127 -1 7-2'-4 /30- 0 24'-2"1347--2- 9fb" /-23 0 10'-3" \ /li- 5 -2"12 0 1'-4' \/'36 u 5' <br />7'-60 - 9'-3" \ /23- 0 10'-8'- \15'-T 31- 0 359" \1 356' 11'-4. ----@3" 24 0 -94" \1 BS 8 --1110--33 0 19'€ \/37 61 <br />7' 9'-8. Z=10'-- 8,-7=24> 0 9'-10" \ /14'-7 32 20'-6" \l 35, -6,-1· /7'-7" \ l -25 0 -8 '-8.. / 3856. B 2'-10"18'-1" \ / U T1/ <br />60-6" 8'-1* -· \ / 24 29, 0 13'-8" 33 19'-2'8' 8'-6"-5'-9" 7fl" \ /25 0 D 12'-1.1 1-0. \ /- -34 B- 8'-2"30 39 E <br />60-1" _- 7'-7'- 25 0 809' 30 r, 12'-1 V9' 7'7 --34-- 8- 18%11--- V 38- C <br />- 5'-4" -'-9' N -26 0 - 7'-8"A 4:3211'-4'C -16'-0'A 19 6. 9, <br />25 0 87 -17'-2" - \38- E10' 60-9"-BTFT<-fl3* / \-26 0 -7'4* / \li C 050-2· , 1*o F 10' <br />11'6'-2"5'-7' 6'-1_g / \ 25 0 70-10" - /\ 3152.B 11'-8"35, 916'-4" / \ 39 - <br />- 9-0. -£-1. 1 -27 9 7'.0" /16'-3.16 u 14'-6" / \11 F 11' <br />12' 5'-8".-11*.3.4/5/1// /3§67 B .DE-/ 3155- B --§90·37 C 15'-9" - / \4011'-2"-6-E l /630· 1 \11- F 12' <br />13' 57 3Ei:57.53>36-- 0 7'-3- -/31 - o 312/36.- .0 3:2-0-1 \40 13'5-8. 28 0 -E*r | ;33 0 9'-6"37 U 13'4"/\-42 <br />10# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C <br />/8.-11: 9.-C 29-9\/115----22.12-\3139 J \- 8'-3' <B'-10" 10 H /-12'-10 33 J <br />6, <br />7' <br />8' <br />9, <br />87 8'-9"28 G <br />7'-4" - 7'-10' 27- G- <br />-P .7. /-O-rt 8-G <br />6'-8--77 - 28- G <br />-BA" E#0 -29 G <br />6'-3" - 6'-8» - 28 G <br />-507" 5;111-50 H X <br />12' <br />13' <br />12'-9L--31- H /19'-10>35_ <br />11'-9' 13 - J /174' 1¢ <br />11'-9' 31-H /18'€ 34 <br />-10'-7" 12 I 1 1E-2" -3£ <br />10'-8" 30§ /17'4"--.31- <br />9'-10' -31 H /15'-2" 3: <br />10'-1_'--31---G /16'-3: 33 <br />-9'-3" 31 H /14'-4" -34 <br />10' <br />11' <br />5'9" 6'-3" <br />94 - 5-7 8%:i--¥i- <br />-4al 0- *l'.4" 32-1 <br />9'-7-299 /15'-6J.-. <br />8110'31 H /137" 34 <br />5'-€ 5'-9"- 30 H 9'-1.:39>.t 14'-E 32 <br />- 8'-1" 32 I 13'-0" - 34 <br />\ 5'-0"- 5'-6- 31- H \8'-9"-31-H- /14'-21 3@ 1 - / \18'-2' 35\ -441 -5-7 -1--1- i \ 10" 13 -J 206. -34 -J / <br />\ 4'-1 91-0- 541--0--31--B-- \8'-1»-31.-H-/35/33- 1 -/ 16'-1Q>· 1 /F\'66Ne--0 432 '4'-9' c J -7-5" -33 -J /12'-0" 35 -j /\15'-7* 38 J <br />NOTE: <br />FOOPNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOnNG SIZE <br />MAY SE REDUCED r EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FORATTACHED & FREESTANDING COVERS <br />C37948 -1 /*// <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B ... <br /> + FIGURE INDICATES EXP <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B&( <br />lift <br />* ™E MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />:.A<-d'B <br />DRAWN BY: E.N. <br />DATE: 101/2012IAPMO ER¥ 0195 <br />SCALE: NONE <br />REVISEEO BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA. CA (951)741-2107 <br />SOLD <br />POST SPACING TAaLE <br />FREESTANDING <br />AND ATTACHED <br />10 0 LL 100 MPH <br />LIVE LOAD• <br />10.20&3001 <br />HORIL WIN:C) • <br />90,100 & 110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE., SACRAMENTO, CA 96826 <br />918) 462-7021 FAX 403-1519 ZIWIEID,wcom SHEET 21 OF 33 <br />J I 24'-8" 40 - K 6' <br />24'-8*37 <br />23'-1" , 36 8' <br />E J 9, <br />C J <br />17'4· -37 J <br />/*h