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HomeMy WebLinkAboutDRB16-0129_SK-06 - RAILING WALL DETAIL2016_0511_1478904233.pdf It" Or P4 CONTINUOUS GROUT tt`pr 111' 7 / C MORTAR JOINT CUT DRIP (b EDGE hi:1110-) —N'i1/4-1/r71 2" "RB / PPROVED 21/2016 QUARZITE STONE 12:00:00 AM CAP SLOPED TO STREET GROUT IN METAL FLASHING • \ / 3/8" PLATE W/(4) 1/2" D )14 BOLTS THICKSET MORTAR BED 1/4"STIFFENER / e N z , _ PLATE@EACH - • - = - 2• POST _46-4I ---- 8X4X1/2 CONTINUOUS STEEL ANGLE .-" - - a a ,q THICKSET ° e °_ MORTAR BED ° 1/2"X 4"(EMBED) EPDXY ANCHOR @ 6" EACH SIDE OF POST&2'-0"O.C. MAX. ° a - - FULL THICKNESS STONE ON [E] • CMU WALL a_ a° TOP OF [E] BLOCK WALL — a . ' [E] CMU WALL ADD SPRAY WATERPROOFING .C1) RAILING WALL DETAIL 6" = ©COPYRIGHT SEMPLE BROWN DESIGN,P.C. COMMISSARY Drawn By SEMPLE BROWN 232 BRIDGE STREET, VAIL, CO 81657 Sheet Number: Project Number: 143100 ..corn:ErsocOMM Reference: Date: 05/10/16 SK-06 Revision: DRB WALL AND RAILING