Laserfiche WebLink
10# L.L.100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C <br />DBL. 2.*6.5"x.032" BEAM /DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM >.3"x8" BEAM EACH w/ A 3"x8" STL. INSERT E% R MAX.CoL MAX.POST MAX.POST MAX.POST@ 2 SPACING SPACING SPACING FTG MIN. FTG. MIN.SPACING FTG. MIN. FTG MIN.MIN. 2 9 ON SLAB* FOR DSL FOR 3'*8. (IN.) 72:Er (IN.) POST (IN.) g (IN.i w: ' &5 G UNC1 E PC' ;Al E ;;Ll ?Wi MS2-*6.52(.032'BEAM TYPE (SPAN) <br />5' 13'-7. 3210"- 10'-2._--1 /22 0 14'-8" -4 1310 H- AtS---\13951 B 355/\1337-10' 900' \ /13 0 15'-8. l 32 1 - 16'-8' \23'40 \1-34 5 <br />87 -97 - \/3327 B 13'-4*- 1 /30 H /3932 8 34'4'--\/34-- r61 11 1-4. __--93. 8;22" 12t6" /0 1 - 15'-3.21'-6" \ /35 v 61 <br />7' 9'-8"ar \ / 3% n 12'4" \ / 39319-H-A:3. \ / 3155- B 32'-7 \ / 35- A0 -11'-7" / /19'-10" \ / 16 U T <br />8' 80-6" INI---311: \ / 24 0 11'-8" <br />6'-3"7'-1' \/-25 0 - 10'-60 18'-8. / /-37 E1 2930 5-ii -M= \ l -253 <br />9' 7'-7 9' 7 -7-V 25- o 11'€ V -14'-2" ,V 33 V 36-A 16 0 ---9.-10- A 2956. l,12,-6. A 14 9194*F A -id <br />10' 6'-9"-St"* 74" / \ 25 0 10·--10" \28 n 13'€ /\ <br />5'-8" -26 0 - 9%5*1 -30 u 13'-10- 1 -16'-8" /-39 10' <br />6'-1' - 6'-10=- / 25- 0 9'-7 , 3%6-9-FE-17;-4. / \ Ai- C 23> \ 3811'6'-2" 5,-4" 6*-1· / \17 9 -811" 16'-00 / \-li F 11' <br />12'-10", / \ <br />12' 5'-80 %23, 33/ \26, 0 9'-2'- / 23-G AT'-3" , 3% C -123' / \385'-2" 5'-10" \17 0 -8'-6" / \ 31 H TE100 /15'-3* /-16- F 12' <br />13' 5' 2 54!J----Br43 \26> 0 8'40=_-- J 3536- C 163' / \39-500" 5'-8" \-28 0 -7-11"/ i 32 1 - 10'-6' /14'-8" /&-40 13' <br />10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C <br />/ 9-9*< 9'-7*< 29> Q-\/16'-3_"-- 14 n \ ,24'-0' 35, i 1 /30'-8" 37, J ,\r.1 -8'-10*1-10" -30 - H \/ 56 J \D <br />6'30 G 1 22'€ 34 28'4' 36 J7'.9'7'-10 29 -G ,13'-8"1 -19'-3" -35 J -26'-1. 38 K \6' <br />7'r-8"7-2.7-10,-0.2728-G-G \ /1 1348"-12-8 30 G \/ '17'-10 35 T <br />8'- 29 G 19'-1 "2403'35/ J 8'V 3667 - 618" - 28 G9,12'-1 '18'-0' 32 3519>29 G -5'-9" 33 J 20'-70 li 61 A 9, <br />10'G-28 G 17'-1' -32 I 21'-0.-34-J <br />31 H 10'-7"-15'-0" 33 J 35 1 <br />11' 51-9. --39> H-10'-11" -28 G 16'-3' 32 I 20'-0' 33 - J <br />5'-4" 5'4" 32 1 11'14'-3" 33 J 18'-80 35 1 / <br />5'-6"- 5'-6" - 31- H12'-193' 29 G948" <br />5'-1»13'5'-4" -31 H 10'-1 " <br />4'-9"47 33 J 9'-3"29 H 15'-0' 31 H 18'4* 34 J <br />13'-2' 32 I 16'-6' 38 -1 <br />85!IRi <br />FOOING SHO REPRESENTS LENG™ OF <br />EACH SIDE AND DEPTH OFF CU8EO FOOTING WTTHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOnNG SIZE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. <br />SEE AUERNATE FOOTNG TABLES <br />SHT. 10 FOR ATTACHED & FREESTANOING COVERS <br />• THE MAXIMUM COLUMN SPACING ON EXISnNG SLAB SHALL BE <br />THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B --...... <br />1- FIGURE INDICATES EXFN; <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />OFWN BY: Ek <br />lAPMO Ea¥ 0195 DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED BY <br />TOM CAMPBEU & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDEN-nAL SmUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (961) 741-2107 <br />SOLID <br />POST SPACING TABLE <br />FREESTANDING <br />AND ATTACHED <br />10/LL 100 MPH <br />UVE LOAD • <br />10,20 & 30 pif <br />HORIL WHO • <br />90.100&110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE, SACRAMENTO, CA 96820 <br />(916)482-7021 FAX 401·1519 diI,(*/IA,noom <br />17-,7 -. <br />SHEET 19 OF 33 <br />4>61!33*5