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20# 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 3"x8" BEAM w/INSERT DBL. 3)(8" BEAM <br />3"x8" BEAM EACH w/ A 3"xr STL. INSERT 4 <br />1 0 MAXCOL. MAX.POST MAJ(.POST MAX.POST MAX.POST MAX.POST 5 0B % SPACING SPACING SPACING FTG. MIN.FTrz MIN.SPACING FTG.MIN.FrG.MIN.SPACING FTG.MIN.Fl-G.MIN.MIN. m <br />pi ON SLAB *FOR DSL. FOR 3' x 8' (IN.) (IN tg (SPAN)TYPE ON.) gg (SPAN)POST s=7 ;Al. E *11 = 0% <br />50 13'-7" 7:5'--7-11:U-1 <br />(IN.) POST POST (IN.3 TYPE(IN.) TYPE <br />7*6.524.032=BEAM <br />124 O 12'-0'-\127 /30 Q-- 25'-1"134 - c 5 <br />7'-1" --7-5" \I-25 0 11'-4" /-29 0 15'-2' \/-32-B 21'-40 /37 6 <br />67 - 703" , \ /24- 0 11'-0"- \ /28__- B 15'-1" \I 31, B 22'-10> \ /36 6'6' 11'-4" 603. 68' /16 0 10'4' \1-29 -Fi'-10- \ /13 u -19'-6' \1 -37 <br />6'-1" , 6'-5" - \ /25, n 9'-9- \ /28, ¤ 13'·€ \ /31 r. 20'-€ \ /36- - r7' 908"-0--611" / 16 0 --97 \ / 10 9 12-10' \ /-33 0 -18'-1" \ /18 <br />5'-E 5'-10" \ /25 - 0 9'-2' - 393·1 B 12'-8' -\/32 19-r /378' 8'-6" - 5'-0" -5'4" \/17 0 840 \/-121-·1 7-0" \/-3934 C 8' <br />707" 5'-0•«4'-9"-5'-2-K RL B 29 0 11'-t- V 0%- E 15*- v 38- 9 91 <br />- 27 -7'-11"-31 A A -40 , <br />4-9"- 5-1"/\3§27B 7'-11' /\BE B 10'-10 - / \ 33 16'-6: /\E> r 10'10' 609"--<.R ' VE \16'-9· / \-35 15'-2" / \ -40 • <br />4'-€ 4'-10' / \26- 0 \30- 7 9-" -1 \ 33*3-1- 3= 1 \ 35€ p 11'11' 6'-2" -4'-0' *7-5' /\27 O 6'-11" / \-32 vib'-3" / <br />12' 5'-8"4-Iblc4-34<r /\ 26 n T-y - 1 \33- r.159:--- / \39- - <br />\ -28 0 -EZ \ \-32 u 9'-10" / 135 t- -ty-10" / \41 r 12' <br />3'-110- 4'43< /\27-0- 0 6'4-/ 39- - 13'13' 57 -3'4 "3'-11"/\-28 0 -6'-4' 1 13133- C 51954./Pig F -13-4" /\42 <br />20# L.L.110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C <br />, 8'-4' 8'-61---- 28 - r. \/12'-0'- 2L- H -\1 '10,4./ 24'-1 Q>.256--LR- '5' lou 1 /1<4'-29 i \ -19-T 39 J\ /-23-60 <br />\ 27 n \ /10'-10"-28, H \ /18'-6"- /2209" 36- J- \ <br />6, \ /-29 U \ /-10'-3' 29 -1 \1 ---17'-5.3456* J\ /21'-6" 18 -K <br />- 1 91'-1. - 022 17, \ / 21*-2kg.2728- G \/ 101239--,0- / 54.47 34# / 97 30 H <br />- 6'-8"-6'-91-- 28-- 12 9,-6·- 29- u 16'4" 338'-6'-0" -WE" -28 6 \/-9'-0" 31 n -15'-20 - <br />67 - 6'-4"- 28- G ,9'-0' - 29 u 15'-2' 339,'146" x71-1' 10 -H «8'-6' -31 n <br />51-9' 6'-1'- 29> G -8'-63-*-- 36 14'*4'- 32 <br />10' -13'-r -- 5'-3" R-9" -31 - H -8'-1" -32 H <br />11' <br />12' <br />E-5..< -1-30-5-H / \ 802" 30-0-.H / \ 13'-9" 32- 5'-0' 9 J | \-7'-8' 32 1 / \134...+ <br />N*N3133-4 /\ 7'-90----31---IL- / ---12-6" 0 <br /> 13'-2" 32 <br /> -74"32 3 1 <br />13'-/ \47 - 5'-4"- 31 H-4 -4' 4'-8 nJ \ 7'-60 -31--N---/ 12'-8" 32 <br />y*-12'-0" - <br />6' <br />7' <br />8' <br />9, <br />037948 FZ <br />EQI& <br />FOOTING SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED 6' 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 THE MAXIMUM SPACING SHOWN IN ™IS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR THE <br />SELECTED BEAM. <br />FOOTNOTE: 'SAMPLE' NFIGURE INDICATES EXPOSURE 8 .... <br />r -1- FIGURE INDICATES EXPi <br />WHERE ONLY ONE FIGURE SHOVel INDICATES EXP. 8&C <br />DRAWN BY: EN.SOLID LIVE LOAD •PATIO COVER SYSTEM AS MFG. BY: <br />TOM CAMPBELL & ASSOCIATES, INC.POST SPACING TABLE 10.20 8 30 p,f OURALUM PRODUCTS, INC.DATE: 10/012012IAPMO ER; 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOING <br />SCALE: NONE AND ATTACHED HORT WIND •0269 ALPINE AVE.. SACRAMENTO, CA 95828 <br />RANCHO CUCAMONGA. CA (061)741•2107 10 0 LL 100 UPH 90,100 & 110 MPH (910) 482-7021 FAX 40&1519 .le.Gd-*=m SHEET 23 OF 33 <br />REVISED SY: <br />35 \ / 19'-10- 37 U <br />35 4 V 18'-80 -37 J <br />3 '<i T-r - 36 J <br />3 1 <br />\ 16'-2.34\ 15'-3' -36 J <br />35 -J /