Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B17-0114_S-503_1501879560.pdf
a X- Graphic ScaleO osioa� 0 1' 2' 3' p r G cc: ,c1:4 c Scale: 3/4"=1' 2x PLATE W/1/210 N 00 cn BOLTS T 24" O.C., ROCKERY SITE WALLS E E�LBE/AM STAGGERED (TYP) 0 0 RE CIVIL T. STEEL _ FINISHED GRADE RE: PLAN T. STEEL STIFFENER �' - /20 c RE: CIVIL GRADING PLAN RE. PLANilliir > • / 1'-0" / no CTR OVER BRG (TYP) )N p (4) 3/4" A325N BOLTS 3" � o � TO.W. 3 0 RE. CIVIL • • \ Milt T. STEEL - - _ STEEL BEAM • o0 O RE. PLAN � .:� — O O RE. PLAN r UI U P1' — O O r 00 CAP e - %2" CAP F� - %2 STIFFENER FL''s - %2" W/ (2) 5/B' A325N W/ (4) 5/8' A325N • EACH S/DE �j BOLTS BOLTS (� --„,PI iii ``ti • STEEL COLUMN STEEL COLUMN ' O ,•, �t _._\1\__ . ro RE: PLAN RE PLAN ` , ,,,,:,:..,....„,. .,1/4: •„ \I\ STIFFENER ' - 1/2" �I •; CTR @ BRG (TYP) i 04 r� STEEL BEAM i 422 r /5 © 18" O.C. • BACK FACE - t� /5 FULL HT VERT RE: PLAN STEEL COLUMN r .� 7/17/201 ���'� EACH WAFRONT FACE • @ 12" O.C. W (6) 74" A32ENDIF 5N BOLTS RE: PLAN X11 0 •,L.��•�••••����! #5 CONT HORIZ / k,S ;ON i►��= .1 BACK FACE ��© 12" O.C. BASE . & ANCHOR BOLTS • // 1Y2" CLR A LENGTH OF VERT FON WALL RE SCHEDULE DOWEL CORRECTED • -1"± NON-SHRINK GROUT /6 x 4'-6" VERT Aima * W/ 90' STD HOOK /5 @ 12" O.C., a z > © 12" °C EACH WAY, EACH FACE STEEL DETAIL a ' 0 IN FOOTING 2 • .. _. of o / 2'-0" l'-0"--/ SCALE 3/4" = 1'-0" C • p • N I • • • • • ‘i• • \•\ 0 TYPICAL STEEL DETAILS -3" CLR SCALE: 3/4" = 1'-0" / RE: PLAN / U J RETAINING WALL DETAIL C1 ) L J SCALE: 34" = 1'-0" •' U N 0 -0 c D O s 0 CD E Um Lp N 0 N (Y) a 0 a_ E coN O N ----- N N O co o, U l o CC Q N .0 Z W > 0 L 5 Z W a a U p' p' W F W D U CI- r L - recc 0 0 0coN U. U. a M M co N 0 (n 3 3 3 3 3 N N N N N L Cl N V V -o N W co M co N a 0 QT o JOB NO: 2016-444 DRAWN BY: MAN a, PE: MAN U O CHECKED Q I FILE: ColumbineDrive_struct O O 0 0 0 Structural Details E 0 0 1 O NPermit Set -,--, S-503 N