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10# L.L.90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C <br />DBL. 2"x6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM <br />3"x8' BEAM EACH w/ A 3"x8' STL. INSERT h <br />b o MAX.COL. MAX.POST MAX.POST MAX.POST MAJ(.POST MAX.POST MIN. FT MIN. 2 92 % SPACING SPACING SPACING FTG MIN.FTG. FT SPACING FTG. MIN. FTG. .MIN- SPACING FTG. !g+ Fre. ,SPACING <br />ON SLAB * FOR DBL FOR 3- x 8- (IN.) TYPE (IN.) g (IN.) !;4* (SPAN) (IN.) TYPE (IN.1 TYPE (SPAN) i:ft g 0.& W:ET EpOST (IN.) TYPE (SPAN) <br />226.91037 BEAM <br />9,-10. - 10'-21.-a /22- 0 14'-2"-A /25- o 21'-1 ' 4 /28- D 29'-8' - <br />5' 13'-70 2-9 -9-0" 1 /23 0 12'-7. \ /26 0 18'-7*\ /-30 0 26'.2. \pB€ C 5, <br />6' 11'-21" UG347 /23, r,13'-0' - \/ 39 B 197 -\ 3931- B -27'-2> \ /33- C 6,23'-10» \1 14 <br />7' 9'-8".5572--MkF- \/ 24- 0 12'-1 '-- \1 26 8 1 7-10" - \ /30- 0 25'-2' \1 34 -...7'I 15 28 16-9. /--31 0 1 -35 <br />8' 8'-6"-Dtgs:-54-1. \/24- 5 11'-3" \ 27, B 16'-8' \/ 31- 0 23'-r- \/ 34- B 8, <br />15 0 10'-0' 28 -32 0 -20-W \ 1 <br />9' 7'-7"705;rd.*7.4/6.El X 25- 5,10'-8" ·28 V 31 23>V 35- 9 9, <br />-26 0 -9'-4"-13:10· A 35 B 19'-r A -37 6-29 B 15,-9- <br />10' 699"-I.-1-6[i:- / \25- 9 10'-2'15'-0'-0 / \ <br />-26 0 - 9%0*/ \ 3% B -13-T \3% C -r-7" / \ -00-37 <br />21'-1' /\36- 10' <br />11' 602" 33*32*I:- / \9- 0 9'-8" - / \ RL o 14'-3' / \ 32 351' / \ 36, r27 0 -8'-7' / \ -30 D '-7" / \-34 AT-8' 1 1 -38 r 11' <br />12' 5'-8'..64.5-r<6I35*ur i \26- 0 9'-3" / \29- o 13'-4:/ /19'-3' / \37- <br /> 17 0 - 802" / \30 0 17-1' 1 \18\ ·954 C 17-0· /F 12' <br />13' 5'-2"313&07_6.i;Sd 26-·- 0 8'-10" /\29- D 13'g / \37, - 13'3335 C MG I\- 28 O -70-10" /\-31 0 - 11'-r / \39 <br />10# L.L.90 MPH - FREESTANDING SOLID COVERS 12' CiR LESS EXP. B&C <br />9'-7" 29- G- /15'-6"- 30- G-\/35Z--3414 J \ /B:EN: 3§i;E J \/15' <br />0 -1.-V <br />1 901" - 8'-9"-28 G -14'-1" - 29 G <br />V V <br />/ - 13'-3" 30 H 21'-6"-Tr-%: - 37 <br />1 8'-6"- 7'-10' - 27 G \ / 13'-1"22'-3" - 32 27'-3" , 34 <br />T 3536 G 7' <br />19'-10" 34 36 <br />8'12'-3" -3826- G 207 - 32 1 25'-E- 34 8' <br />6'-6" 29 G 11'-7"- 187 33 J -24'-10 55- J <br />7'-2" 6'-8" , 28 G 11'-7* <br />9,33i- G -17-7" 33 J 22'-8' 35 <br /> 6'€" 6'-3* -29 G -11'-0" - 27 18'-8- - 31 H 22'-19' 33 <br />1 n' <br />1 - 6'-3" -5'-7'31 - H / \ - 10'-0"- 26 - ZU -0 <br />- 30 H-/ \ 10'-1" 27 17'-9'31 H <br />11'0 '-5'-40 32 1 / \ - 94' 29 G 15'-10" 32 1 19'-10 <br />12'\- 50-6"- 5'-0" 33 J /1711'-39-H-7--20'-2" 32 <br />-15'-3" 32 -19'-00 34 J <br />31 H /\ 9'-r -28 G 16'-4"31 19'-4"32 <br />13'1 87 30 H 14'-8- 32 18'-2' 35 4 <br />ligmi <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBEO FOOTING WATHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING S[ZE <br />MAY BE REDUCED Er EACH SIDE FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />™E SMALLER OF ™E MAXIMUM SPACING SHO- IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />W.\ No, C37948 3 /*/\\,A EXP. 03/31//6/ //FOOTNOTE: 'SAMPLE <br />FIGURE INDICATES OPOSURE B ..._..„-9&*00,'T- FIGURE INDICATES EXPO- <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. -<trmeS' <br />DRNMN BY: E.N. <br />DATE: 10/01/2012IAPMO ER¥ 0195 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RRESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA. CA (951) 741·2107 <br />SOLID <br />POST SPACING TABLE <br />FREESTANDING <br />AND ATTACHED <br />10 0 L.L 100 MPH <br />LIVE LOAD • <br />10,20 & 30 pi <br />HOR[Z- WIND • <br />80,100 & 110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE., SACMMENTO. CA 95820 <br />(915) 482-7021 FAX 40&1519 *Ga,r,krn.corn SHEET 17 OF 33