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REVISIONS <br />2 ADD. #2 11/12/2021 <br />5�6 <br />el. per arch'I <br />I 12x20a x 0'-4" <br />PER 30/55.01 TYP. H55 PER PLAN, TYP. I i I <br />sides w/ i .SIDE <br />1" retet urns, typ. <br />I '/4 I� <br />CAP <br />X'x311x6" <br />I <br />E y.2,x4"x -b" EA. 51OF <br />I I 1" MAX. <br />COPE 4 LEG CAP e 1/4' 1 1 114 <br />+ <br />CORNER <br />I <br />I I <br />�I <br />CAP E %"x4"x1'-O" <br />I <br />/ <br />I <br />0 <br />GN 7-NL L NN, i H55 [H] <br />3321 <br />FOR 6ALL-0UT5 5320 <br />2 <br />3 <br />PLAN <br />5, <br />IN COMMON 5EE <br />DETAIL 1b/55.01 6 <br />H55 PER PLAN, TY <br />EX. HEL15TOP <br />CURB <br />P05T PER PLA <br />lb <br />L ----- <br />— — — — — — — — — — — — — — — — — — — -- <br />------------------ <br />— <br />— <br />----------------------- <br />-- -- <br />I--------- <br />I I <br />1 1------------- <br />I I----------------------- <br />i I----- <br />2Ul <br />I I <br />I l <br />I <br />® <br />1 I <br />I I <br />P. <br />I <br />I I <br />I I <br />I I <br />I <br />cn <br />I I <br />I I <br />1 I <br />I I <br />2 <br />I I <br />H55 6x4x %4 FLAT LuI <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I I <br />I <br />I 1 <br />I <br />i <br />Lu <br />el. per arch'I ; <br />1 1 <br />I I <br />i <br />I I <br />I I <br />--- — ----— —_ <br />II <br />I I <br />1 1 <br />----------- ----------------.I <br />I <br />I <br />I <br />I <br />f <br />I I <br />INTERMEDIATE PANEL <br />I <br />i I <br />I <br />I I <br />iA2 <br />I <br />1 <br />I I <br />SUPPORT PER 30/55.01, <br />1 I <br />I <br />TYP. <br />1 I <br />1 <br />I I <br />I I <br />I <br />I <br />i <br />ARCH'L GATE <br />1 <br />I <br />I; <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />)DING <br />ME5H CLADDING, PER <br />I <br />50LID PANEL <br />r I <br />I I <br />I I <br />I i <br />ARCH'L <br />I <br />I I <br />CLADDING, PER <br />I <br />1 I <br />I I <br />\ <br />I I <br />I <br />I I <br />ARCH'L <br />I <br />I I <br />i I• <br />� \\ .I <br />I <br />I <br />l I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />PER 50/55.01 <br />1 1 <br />I <br />i <br />--------------- <br />----------- <br />--- <br />l I <br />I I <br />I I <br />I <br />I <br />I I <br />�..-. <br />I <br />I I <br />I I <br />I I <br />5LAB PER PLAN <br />I <br />I I <br />I <br />i t <br />G I>. � <br />ICI G G I I I Al <br />4 it <br />I , <br />2°, TYP <br />I <br />I I <br />I I _ <br />I I � <br />I I <br />I <br />0 0 <br />I <br />I <br />I <br />I <br />I <br />� <br />o <br />1411 [4" <br />BEA <br />I <br />COLUMN PER <br />I <br />PLAN BEYOND <br />ICOUGHLIN <br />1 <br />I <br />1 <br />3 CONT. <br />l <br />I <br />1 <br />1LUNDEEN <br />#3 <br />I <br />CURB LOCATION AND <br />801 SECOND AVENUE, SUITE 900 <br />x P @ 24 oc <br />IN EPDXY GROUTED <br />DIMEN51ON5 PER. ARCH L <br />SEAT TLE, WA 98104 <br />HOLES (EMBED 311) <br />(206) 343-0460 www.cplinc.com <br />G 4 <br />G <br />IT <br />G <br />II <br />R. <br />WA�����r <br />a G <br />d <br />4 <br />G <br />a <br />MATCH EX. CURB 2 <br />43469 <br />FOR CALL -OUTS <br />33 <br />®� <br />IN COMMON 5EE <br />DEVIL 30/55.01 <br />12 <br />11/12 <br />21 <br />typ' S�6 <br />H55 PER PLAN, TYP. <br />%l'x2"x1'm0" <br />— — — — — — — <br />1 <br />ei. per arch'I <br />' — — — — — — — <br />IL <br />4 Wx% x i <br />3 Sides u�/ <br />() <br />I <br />EA. 51DE <br />1" returns 5�6 <br />GAP e %'x6"x0'-6" W/ <br />1 <br />( `) PARTIAL PEN <br />H55 PER PLAN <br />WELD ALL AROUND <br />211 <br />I <br />y4 <br />typ. <br />(3) 5ide5 w/ <br />1 returns �6 <br />%"X2"x0 4" <br />- <br />— <br />I <br />— — — — EA. SIDE el. per arch'I <br />— — — <br />{ <br />H55 WHERE OCCUR5 (FLAT) <br />typ. 1/4 <br />I <br />2x /S e <br />/ 2 <br />NOTE: <br />EA. 510E <br />COLUMN PER PLAN <br />MAX(1)W HOLE FOR ELF( <br />(AT SIDING PANELS ONLY) W/ GAP M /12AT TOP <br />i i <br />II MAX. 2-0 ABOVE CURS <br />- <br />nacarchitecture.cr�rr� <br />I I <br />� <br />g g� <br />(4) �4'� 5ELF-PRILLIN6 <br />1203 WEST RIVERSIDE AVE <br />1/4 4 6x6x3/8 6ONT. <br />I <br />`r 56REW5 AT EA. VERT. <br />SPOKANE 8.8240 1 <br />P:so9.83s.8z4o <br />s <br />®SPLICE W/ <br />i i �� <br />CAP e 3/s'X�"X0'-511 I WELD AND GRIND <br />I <br />1 typ' <br />/4 <br />CPLNO S190030-09 <br />EX. HEL15TOP CURS <br />SMOOTH o CTRD. <br />DRAWN KF <br />I <br />I <br />EX. CON(. PAD <br />0 0 <br />0© 0 1 <br />P05T PER PLAN <br />\ /g <br />I I ON YhRTS <br />CHECKED �I�� <br />„ <br />, TYP. <br />5"0 5TO. PIPE BA5E GONN. <br />j <br />DATE 3/12/2021 <br />0 <br />fE 1/�" TYP. W/ (4) I� <br />PER 21/55.01 <br />G G <br />kn..s.. <br />,LAI <br />%'O THREADED - SEAM PER PLAN <br />.. I , <br />G <br />1111 <br />M PER PLAN ROD5 IN EPDXY <br />4" 4" <br />GROUTED HOLES <br />e PUNCH ADD'L 1" 1" <br />BA5E CONN. PER bit <br />21/55.01 AWAY FROM <br />SET OF HOLES <br />EDGE5, PER 20/55.01 <br />D ETAI LS <br />OFFSET TO <br />AT EDGES <br />A( GOMO0ATE <br />REINF. CONFLICTS <br />N N <br />NOTE: 4'�6" MIN. LCD <br />SLAB PER PLAN EX. RIGID INSULATION <br />: 307 <br />ALL STEEL COMPONENTS 3301 <br />25 <br />BRACING PERPENDICULAR TO BEAM BRACING PARALLEL TO BEAM <br />27 <br />SHALL BE H.D. BEAM PER PLAN, z <br />GALVANIZED, U.O.I. ORIENTATION VARIE5 3oN <br />0S5901 <br />0 <br />11/12/2021 1:35:24 PM CARevit Local\2020\BH-5-6 FLOOP,_STRUCRTURAL_R20_alejandraiWXZ55.rvt <br />