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30# L.L.110·MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B&C <br />6.5" ROLLFORM /4" 1-BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" 1-BERMMAG BEAM <br /> G' mr FTG. NT FTG. ¤iT MAXPOST <br /> ON SLAB *POST 'IN % POST SPACING (IN.) SET (IN.) ET(SPAN) (IN.) TYPE (IN.) TYPE $(m til. ?= t:1. 5 153F [Al- & 711· & ';lf* FTG. MIN. FTG. MIN. MAX.POST FTG. MIN. Fre. MIN.(SPAN)(IN.) TYPE , , TYPE (SPAN) <br />5' <br />6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />12' <br />13' <br />5' ' <br />/25 -9,4.-1 /25 0 <br />/ 26 0-10" /27 0 -1-10' l-27 o7'-70 -\ 2611'-4" ,-0-79 \/3527 8 339-7 \-Ti B 32:E-W \ 1 BIT B <br />9'-8" 21* \ / 3527- B 1-7-3. \ / 3628- B 3%- '-6' 26 n <br />8'-6= \ / 26- B 51-0"1 8-0- 5< 7-7 - \ 1 26 n <br />28 6'-r / 28 L - 60-9" /-28 07,-70 V -EL- 8 -53> V 21- B 6'-6" - X 3%9-1-9-1<-6'-0' A 28 6'-1'A -29 u 6fl. <br />6'-g· .304 '54r- -19 05'-8. / \ <br />/ \ 27- 0 50-11"- / \ 27 B 6'-0" - / 27- n <br />29 U 510" / \ 19 U <br />6'-2= -219:27 -0 35--- I \27 n 9-W - I \2899-5* 1 \29 0 57 1 \-29- U ---Ei· <br />9-2: 35-g5 W-6-17 5,4033, 7 5'-43**28 - r. <br />29 v <br />5'-2 5'-3' \28 28 B 5'-1"-28 r. <br />5'-1* \-30 i' -4'-7' / -29 V -4'.9"-30 u <br />30# L.L.110 MPH - FREESTANDING SOLID COVERS <br />/ 82:/38/ % /10'-0' -39>-f /36: 29-9\ /1- 7'-10' 29 U \ /93" 31 H / <br />/18 O 161-1'/3¢>C <br />-70-4' \/-20 9 154" \ /-321 <br />-74.*/ /19- 0 14'-2' \130, c6'.8. \ /21 0 13'-7' \ /32 L <br />/ 19 0 13'-1" \ /31 D- Est \ /-22 0 12'-1' /-33 ' <br />5'-11' \ / 39- A 112' \ /31 <br />22 -11'-3" \ /-34 <br />5'-7 V 20 - 0 11'-2»-32, CA23 D 16'-3-14 . <br />501_" / / \ 3123. B 1,20:k 32- C'-10" 1 34' <br />4'-10' I 21 - 0 9'5 / /33 c-4,-8./24 9 -8'-11" / \-35 1 <br />A.Er - \ \22- o \,33- c4'-4· / \4 0 -8'4" /\35 ' <br />\ 22 B, 8'-7"- / \33 r-- 4'-2. 1 \-24 -C 7-10'/1-35 r <br />12' OR LESS EXP.'B & C <br />28- r, i 1722=--- 31-- 11 -7-7 19 U \ <br />70-3' 29 U \ <br />7, <br />67 29 u <br />6'-0- 30 <br />10' -517-34- H /\ <br />5'-4" 32 1 / <br />1 - 57 33 J / <br />13 /5'-0= 33 J / <br />HQIKE <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING ¥THOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. <br />SEEALTERNATE FOOTNG TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />16'-6" - 36 <br />15'-1" -35 4 <br />-113"*32> 1 <br />14'-0' 34 <br />13'-1"-33 - J <br />153"--31-1.- <br />11'-9" 33 - J <br />1 1033.* 31JD•.i <br />10'4. 33 <br />PAMPLE' <br />- 57 - 32 -<29 , J <br />5'-0' 33 ./ -\ G im,-31 H ,ElE <br /> No CRT-948 /* <br />FOOTNOTE: <br />FIGURE INDICATES EXPOSURE B ... <br />- '- FIGURE INDICATES EX,-u..Me••c--2·-LEB=0-...r <br />V-WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ! <br />I THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE <br />THE SMALLER OF THE MUIMUM SPACING SHOWN IN THIS <br />COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />DRAWN BY: EN.TOM CAMPBEU & ASSOCIATES, INC.POST SPACING TABLE LIVE LOAD • I PARO COVER SYSTEM AS MFG. BY: ,SOLID <br />IAPMO ERI 0196 DATE: 1601/2012 <br />DURALUM PRODUCTS, INC.SCALE: NONE COMMERCIAL AND RESIDENnAL STRUCTUFUL ENGINEERING FREESTANDING ,%,:Art,8200 ALPIPE AVE., SACRAAENTO, CA 95820REVISED BY:IWICHO CUCAMONOA. CA (951)741-2107 AND ATTACIED <br />10/LL 901*PH 00,100&110-H (918) 452-7021 FU 403-1519 Ii#1<2dii,ki·n-n SHEET 24 OF 33 <br />/ 9'-r - 29 G / 8'-80 -28 G819' 30 H \ / - 84" 30 H \ / -llo' -18 G \ <br />81 39 H \ /8'-1 ' -28 G <br />7-90 29 H\/643" -28 U <br />77 - 28 6'4' -28 <br />6'-6' 29 U <br />7'-6*- 28 6'-0* -28 G-72 -30 H 6'-10" -30 n 57 30 H <br />5'-8' - 29 G-69' -31 H 5'€ 31 H <br />6'-9"- 3{1> t / \ 6'-61-*- 30 H <br />\ 6'-3" -31 H <br />67 33 J /6'-0" 33 J\ 6'-3"-31 H /\ 6'-0' -31 H <br />r 5'-8" 33 J