Loading...
HomeMy WebLinkAboutA190 - AUXILIARY BUILDING25 A211 10 A190 34'-0" LIFT STATION EQUIPMENT 18 A190 17'-0"17'-0" 17'-0" 16 A190 EQ EQ EQ COORDINATE DRAINAGE WITH CIVIL ENGINEER AND PLUMBING AS APPLICABLE 5" x 5" SYSTEM POSTS WITH FLAT POST CAP 24" CANE BOLT STEEL POST EMBEDDED IN CONCRETE FOOTING. RE: STRUCTURAL 11'-6" 34'-11 1/4" BRICK VENEER ON CMU WALL MAX. 1 1/2" MAX. 1 1/4" 2" CLEAR EQ. 12'-7" EQ. COMPOSITE FENCING GATES WITH LATCH JOINT EQ JOINT EQ JOINT EQ JOINT EQ JOINT EQ JOINT EQ 4'-0" MAX. CAST STONE CAP LENGTH. PROVIDE 3'8" JOINTS BETWEEN CAP PIECES AND INSTALL BACKER ROD AND JOINT SEALANT (TYP.) EACH JOINT 17'-11 1/4"6'-0"J A1 4" SQUARE PEDESTAL POST (1) FLORENCE VITAL CLUSTER BOX UNIT, MODEL , DARK BRONZE 12" SQUARE PEDESTAL BASE WITH (4) ANCHOR BOLTS CL 2'-5" 15 A19 0 13 A190 9 A190 12'-5 1/2" 27°1'-8"2'-6"5'-2"2'-6 1/2"3'-9"4'-9"(1) FLORENCE VITAL CLUSTER BOX UNIT, MODEL 1570-12, DARK BRONZE 4" SQUARE PEDESTAL POST, MOUNTED TO CONCRETE PAD, REF. STRUCTURAL 6'-0" BRICK VENEER WEATHER BARRIER SEISMIC VENEER ANCHORS AT 16" O.C. EACH WAY WITH FLEX FLASHING PATCH METAL THROUGH WALL FLASHING WITH POSITIVE SLOPE AND HEMMED EDGE SET IN CONTINUOUS BED OF SEALANT CONCRETE FOOTING, REF. STRUCTURAL 1"1'-3" CAST STONE CAP PAINTED CMU 4" CMU BLOCK CHENEY DOVE-TAIL METAL FLASHING INSTALLED CONTINUOUS UNDER CAP STONE 1 A190 27 A501 Sim 1/2" 1/2" 1/2" CHENEY DOVE-TAIL METAL FLASHING INSTALLED CONTINUOUS UNDER CAP STONE METAL FLASHING DROP EDGE WITH A BEAD OF SEALANT BRICK VENEER BRICK SOLDIER COURSE WEATHER BARRIER SEISMIC VENEER ANCHORS AT 16" O.C. EACH WAY WITH FLEX FLASHING PATCH CAST STONE CAP 1'-3 1/4" 2" 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site.9/3/2021 2:42:38 PM C:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvt LRK Project Number: 01.18066.00 A190 AUXILIARY BUILDING The Corner Carmel, IN VWB SWMThe Corner Carmel, IN •01.18066.001685 E. 116th Street, Carmel, IN SCALE: 1/4" = 1'-0" 28 LIFT STATION ENCLOSURE PLAN SCALE: 1/4" = 1'-0" 10 LIFT STATION FRONT ELEVATION SCALE: 1/4" = 1'-0" 18 LIFT STATION SIDE ELEVATION SCALE: 1/2" = 1'-0" 25 FLOOR PLAN -MAIL KIOSK SCALE: 1/2" = 1'-0" 15 FRONT ELEVATION -MAILBOX SCALE: 1/2" = 1'-0" 13 SIDE ELEVATION SCALE: 1/2" = 1'-0" 9 REAR ELEVATION SCALE: 3/4" = 1'-0" 16 LIFT STATION WALL SECTION SCALE: 1 1/2" = 1'-0" 1 WALL CAP DETAIL 06.16.21 Permit Set B 08.20.21 IFC Set C 09.01.21 IFC Set 11/15/21