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RAFTER. SEE TABLE <br />FOR SLZE <br />AND SPACING <br />* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 8 1/2' SIDE PLATES. • <br />c OPEN LATTICE TYPES <br />MAX.( <br />2596 OF <br />-- POST MTH SIDE PLATES * <br />SEE DETAIL \ <br />i <br />MAY.=TOE COVERED <br />9K*518'481 6 <br />LENGTH OF STRUCTURE VARIES <br />C >><,9« rk:kx -Ok - - POSTWz SIDEP-*NOTE: EACH COMPONENT IS INTER-MAY BEE USED WHERE,¢731/2- SLAB ATTACHMENT <br />SEE DETAILCHANGEABLE WITH ANY OTHER P¥/r'rTED. _.0--..-*34*COMPONTENT UNLESS OTHERWISE SHOWN.SEb N\\ <br />EACH COMPONENT IS INTER- ,/'3 Wr 508 kNES»:Ewt <br />4-MAY BE USED WHERE..882 SCHED. FORm,offm,drf->Zid.BuinNT UNLESS OTHERWISE SHOWN.SEE SCHEDLU <br />PERMITTED.OPEN LATTICE-TYPE COVER <br />1 FOOTING WHERE REQUIRED, <br />SCALE NTS KIAY.=LBECOVER.y/'rlY*y-b/*\m -\.SEE SCHED. FOR FOOTING CUBE SIZEETYPE "E" ATTACHED SINGLE SPAN LATTICE STRU 95 t·01 TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTUREA # r NMC3794·33 /·01 /1 NOTE: THIS oPEN WTICE TYPE STRUCTURE <br />.... <br />..,1: .. <br />4.-7 ..1 <br />. e.,P:4 <br />1 <br />AND SPACING <br />LENGTH OF STRUCTURE VARIES <br />CR-Ema <br />SEE POST 06555/ <br />1.-,te /7 -31/7 SLAB <br />NOTE: EACH COMPONENT IS INTER- -TO CONSTRAIN <br />-' /' PAY BE USED <br />CHANGEABLE WITH ANY OTHER 4'00 FOOTNG. SEE <br />COMPONTENT UNLESS OTHERWISE SHOWN. *44 SCHEDUE <br />OPEN LATTICE-TYPE COVER -04 FOOTING WHERE REQUIRED <br />SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE <br />TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE <br />h.e LENGTH OF STRUCTURE VAR - <br />* POST CMECRO,46' <br />312 948 <br />SEE POST DE* <br />NOTE: EACH COMPONENT IS INTER-<>/0-%18:= <br />CHANGEABLE WITH ANY OTHER SCHEDULE <br />FOOTING,SEEI <br />COMPONTENT UNLESS OTHERWISE SHOWN. <br />·IERE REQUIRED <br /> SEE SCHED. FOR FOOTING CU88 SIZE <br />TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE <br />\ -4CFOOTING WI <br />1APMO ER; 0195 <br />DRAWN BY: E.N. <br />DATE: 101/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA. CA (951)741-2107 <br />LIVE LOAD = <br />OPEN LATTICE 10,20&30:,f <br />STRUCTURES HORIZ. WIND • <br />90.100 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS. INC. <br />8209 ALPINE AVE, SACRAMENTO, CA 96826 <br />(916) 452-7021 FAX 403·1519 Sak©Ar"%".)'n SHEET 3 OF 33