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,./ <br />* SEE I OF REQUIRED COLUMNS WHEN USING 2'X 61/2' SIDE PLATES. • <br />RAFTER. SEE TABLE <br />FOR SIZE LATTICE TYPESAND SPACING -// 1 - <br />LENGTH OF STRUCTURE VARIES <br />1122.MlbILMLIMeMBET <br />opell <br />SEE SCHEDULE L - <br />MAX. PROJ.ATnCE-TYPE 5TRUCTURE SEE SCHEDUE <br />RAFTER. SEE TABLE <br /><<ar <br />MAY NOT BE COVERED <br />«27- <br />7 -POST WITH SIDE PLATES * , <br />SEE DETAIL- <br />ENOTH OF ST;.- _ <br />Nk»\/ C. 3 44 <br />,•73 1/2- SUB ATTACHMENT POST WTTH SIDE PLATES * <br />NOTE: EACH CUMPONENT IS INTER-/94 MAYBE USED WHERE/21c.SEE DETAIL <br />CHANGEABLE 11VITH ANY OTHER pr<COMPONTENTNLESS OTHERWISE SHOWN.i'*U: EACH COMPONENT IS INTER- 1 3mACHI#ENTM,Y BE USED WHERE <br />SEE SCHED. FOR66O91-1.r <br /> FOOTINGWHERE R@9 VANIABLE WITH ANY OTHER <br />NT UNLESS OTHERWISE SHOWN.SEE SCHEDULEE COVER 852IX: THG OPEN LATTICE...........------FOOnNG WHERE REQUIRED,SCALE: NTS .AAY,=IBECOVER*_u/·,N>t•2' .18%"% SEE SCHED. FOR FOOTING CUBE SIZE <br />TYPE "E" ATTAI SINGLE SPAN LA-rTICE STRUN#E 1¥L-4' 12\/U TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE <br />, -f*Y- NW. c379411 1*11OPENLATn 03/31/ b / MAY NOT BE COVERED. <br />MAX.PROJ. <br />NOTE: THIS OPEN LATTICE·TYPE STRUCTURE <br />RAFTE:615,St£%01911 /7 j <br />ADO SPK MAY,=LBE COVEAX /01\ <br />RAFT;SABLE <br />4*4&4· 2=12#*4 629\72*20 AND °..'.1.1. <br />-1£/I« <br />225 •* OK ]re. * SPAN 1 <br />><i "/1.*9.6-3. -911 1 <br />>32·J <br />CHEIX: <br />TABLE MAX PROJ _ <br />1/V <br />LENGTH OF STRUCTURE VARIES <br />NOTE: EACH COMPONENT IS INTER- <br />CHANGEABLE WITH ANY OTHER \4%8%COMPONTENT UNLESS OTHERWISE SHOWN. <br />OPEN LATTICE-TYPE COVER <br />SCALE:NTS <br />SEE POST Dey- <br />..5/. , 31/7 SLAB <br />-O/ -- MAY BE USED <br />- TO CONSTRAN <br />FOOING. SEE <br />SCHEDUE <br />FOOTING WHERE REQUIRED <br />SEE SCHED. FOR FOOTING CUBE SIZE <br />LENGTH Of STRUCTURE VARIES -X44%4 <br />NOTE: EACH COMPONENT IS INTER- <br />CHANGEABLE WITH ANY OTHER <br />COMPONTENT UNLESS OTHERWISE SHOWN. <br />SEE POST Og* <br />31/2- SLAB <br />MAY BE USED <br />TO CONSTRAIN <br />V FOOTING. SEE <br />SCHEDULE. WFOOTNG WHERE REQUIRED <br />-0.- SEE SCHED. FOR FOOTING CUBE SLCE <br />TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE <br />IAPMO ER# 0195 <br />DFWN BY: EN. <br />DATE: 10,01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCtAL ANO RESIDEIrrtAL STRUCTURAL ENGINEERING <br />RAAICHOCUCAMONGA CA (951)741·2107 <br />LIVE LOAD • <br />OPEN LAmCE 10,20&30,1 <br />STRUCTURES HORIL WIND = <br />90,100 & 110 -H <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8289 ALPINE AVE„ SACRAMENTO, CA 96820 <br />(916) 482-7021 FAX 403-1519 Bales@:Un.com SHEET 3 OF 33 <br />4%