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5g <br />5' <br />6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />12' <br />13 <br />5' <br />6' <br />7' <br />8' <br />9, <br />10 <br />11 <br />12 <br />13 <br />10# L.L.90 MPH - ATTACHED SOLID COVERS <br />6.5" ROLLFORM /4" 1-BEAMMAG BEAM 4.5" / MAG GUTTER <br />12' OR LESS EXP. B&C <br />3" SQ. STEEL BEAM 7" 1-BEAM <br />MAX.COL. MAXPOST <br />SPACING SPACING <br />ON SLAB*(SPAN) <br />FTG. <br />(IN.) <br />MIN.FTG. MIN.MAX.POST <br />POST (IN.) POST SPACINGTYPETYPE(SPAN) <br />FTG MIN. FTG <br />(IN.) * (IN.i <br />MIN.MAXPOST <br />POST SPACING <br />TYPE (SPAN) <br />FTG. <br />(IN.)POST <br />TYPE <br />FTG. <br />(IN.) <br />MAJCPOST <br />SPACING <br />(SPAN) <br />FTG. <br />(IN.) <br />MIN.MAKPOST <br />SPACING <br />(SPAN) <br />FTG MIN MIN. <br />POST <br />TYPE <br />137 <br />11'-40 <br />9'-8" <br />8'-6" <br />7'-7- <br />6'-9" <br />·151'8'-10' <br />8'-3' <br />7'.9' <br />52> <br />7'-3" <br />t-ini <br />X <br />/23 01-24 9 <br />24 0 <br />25 0 <br />25 0 <br />26- n <br />1-1'-9* \ <br />12'-2" \ <br />10'-9" \113> / <br />10'-0' <br />1017' <br />9'-4" <br />153:/ <br />8'-10" <br />33> <br />8'-4. <br />/24 0 <br />/16 0 <br />25 0 <br />26 0 <br />-27 0 <br />26 0 <br />27- o <br />29 0 <br />11'-2" <br />11'-8" <br />103" <br />33--- <br />9'-6" <br />10'-1"- <br />--1Eio. <br />9-7 - <br />E-6. <br />9.-1' <br />- 8' -0- <br />X <br />/24 0 <br />25 0 <br />25 0 <br />17 0 <br />26, o <br />17 0 <br />27 0 <br />27 0 <br />8'-1-0· \ <br />80-4. \ <br />8'-0" <br />-5%- <br />7'-1' <br />/325 B <br />23 0 <br />24 n <br />-25 0 <br />24 0 <br />- 26 Q <br />25 a <br />17 0 <br />23'-2'\ <br />21'-2' <br />1927" <br />- 17.-3. <br />18'-4" <br />-15-T <br />17-4" <br />-15 -W <br />16'-6' <br />-iN-E <br />31 <br />32 n <br />-33 U <br />32 n <br />6'-2" ,Il]:y / \ 3%7 B -5%7 / 28 0 8'-8'- / \ 28 0 7'-3'- / \26 15'-8" - / \33 /.\ -29 0 \-29 0 -6'-4' / 27 B E-10· 1 \ -35 U <br />5'-8" 31---- \EL- 0 8,43./ \28- 0 \3§29. B 35/ /\ 3828- B 15-1.- 15-4" \28 u - 7-8" \030 0 1'4" /6'-2" /13'-3' / \35 V <br />50-2 7'-0" \27 - 8'-4' -/ \29> 0 8'-0'--/ 29 27 0 14'-6"-/\.M--5-0=6'-2' &18 8 7-4"/ \-30 9 - 7.-1. 1 \--16 B -1§GW -28 9 --19-9" / 36 E10# L.L.90 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B&C <br />\ 1105%5-3826- G \/.11*3936-9-H-\131* 323+5* l Big- 3§28 G \ <br />A <br />' 11'4-27 n / <br />10'-3" - 28 U \ <br />10'-2'-26- n <br />--7 28 u \ <br />9.-9' 26 i. <br />- 9'-0» - 27 U <br />9'-0"- 26 <br />-£4' -27 U A <br />'-7' 26 - -1»18- u <br />8'- 27- B <br />-7'-8' 19 u <br />7'-19>- 28- G 1 - 70-4' 19\ 7'-7'-·- 24, G- <br />-12'-10 - 29 u 11'-10> 28 <br />1 7 19 U <br />11'-1'-27- n <br />-94" 28 U <br />-123"< 27- B9'-5' 18 U <br />95.26 <br />-8'-11" 18 U / \ <br />33-·a- A80-r -29 U / <br />5>=-39 G /T-114 801"- 28- G- / <br />12'€ 28 n \ <br />1'-10"- 29 U \ <br />11'4' 27 B \ <br />-11'-0"-29 U \ <br />11'-0"- 2Z- A <br />10'-3"-28 U <br />1004' 27- n <br />-909" 18 U <br />9'-10' - 26- 9 <br />90-3" --28 u / j <br />94-'It n <br /><*-8'-10'-29 U <br />9-0'-28 n I <br />--13'-6" -29 u / <br />\ 8'-8'- 2L- G, <br />97 -27 U \ <br />90-10 -26- n <br />• -27 u <br />8'-4' 27 U <br />80-4"-25 <br />-8'-1' -27 U <br />3-1>21_ n E <br />709" -28 u / j <br />7'-1€ 27- n <br />-7'-4' -29 U-,56.5-3L- G 4 7'-3"-28- G- / <br />22'€' <br />-20'-8" <br />20'-6' <br />19'-4' <br />19'-3" <br />1726' <br />-16'-4' <br />16'-7" <br />-15-7" <br />15'-19" <br />-14'-4- <br />14'-7- <br />13'4" <br /> 14'-0'-7-1' -30 -H /-7'-7" -30 - H /k-'8'-2- -30 -H /-6r9" -30 - H /-13'-20 <br />Emi <br />FOOnNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING £71}HOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTING SIZE <br />MAY BE REDUCED f EACH SIDES FOR FREESTANDING ONLY. <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS <br />* THE MUINUM COLUMN SPACING ON EUSTING SLAB SHALL BE <br />™E SMALLER Of ™E MAXIMUM SPACING SHOWN IN ™IS <br />COLUMN OR ™E MAXIMUM POST SPACING SHOWN FOR ™E <br />SELECTED BEAM. <br />¤55- J 1 <br />32 <br />34J <br />32 <br />33 J <br />31 <br />32 J <br />30 <br />32 1 <br />30 H <br />32 1 ONAL e <br />30G <br />31 <br />S <br />29 <br />31 <br />29 No. 7948 * <br />144 <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B <br />r- -1- FIGURE INDICATES EXPOSURE C <br />WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DRAWN BY: E.N.TOM CAMPBELL & ASSOCIATES. INC.POST SPACING TABLE ' <br />SOLID LNE LOAD •PATIO COVER SYSTEM AS MFG. BY:DATE: 10/01/2012IAPMO ER• 0196 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10,20 & 30 pif DURALUM PRODUCTS, INCSCALE: NONE <br />REVISED BY:RANCHO CUCAMONGA. CA (051)741-2107 <br />to# L.L 90 MPH 90,100 & 110 -H (916) 462·7021 FAX 403·1519 1,11,21#hnk/·n.corn SHEET 16 OF 33 <br />ANC) ATTACHED HORIL WIND •8289 ALPINE AVE, SACRAMENTO, CA 96028