HomeMy WebLinkAboutB18-0066_11.R-9_1523647551.pdf(E) PRECAST CONCRETE INVERTED
L-BEAM; CLEAN AND PREPARE
SURFACE TO RECEIVE (N) WPM
6"
2'-2"1'-0"2'-2 1/2"(N) HEEL PROOF DRAIN GRATE
(N) S.S. THREADED RODS WITH (3) S.S. NUTS
FOR EACH ROD
WRAP RISER WITH FILTER FABRIC
EXTEND (N) WATERPROOFING MEMBRANE AND
REINFORCING INTO DRAIN BODY AND SECURE
WITH CLAMPING RING
(N) ZURN Z158-85 BI-LEVEL DRAIN WITH
PERFORATED DRAIN EXTENSION; TOP OF
DRAIN TO BE AT OR BELOW THE ELEVATION OF
THE ADJACENT CONCRETE
FILL ANNULAR SPACE UNDER DRAIN FLANGE
SOLID WITH NON-SHRINK GROUT
(E) PRECAST CONCRETE DOUBLE TEE; CLEAN
AND PREPARE SURFACE TO RECEIVE (N) WPM
SLOPE
(N) CONCRETE CURBS INTERSECTING AT DRAIN;
(N) SNOW-MELT TUBING TO BE CONTINUOUS
THROUGH CURBS
3'-0"
SLOPE
(N) POLYURETHANE JOINT
SEALANT AND BACKER ROD;
SEE DETAIL 4/R-8 FOR
TREATMENT OF JOINTS
INSTALL (N) #3 DOWELS AT 48" O.C.
INTO THE (E) CONCRETE AND AT
(E) INVERTED TEE BEAM WITH HILTI
HIT-HY 200 EPOXY (1-1/2" MIN.
EMBEDMENT); DO NOT DAMAGE
EMBEDDED PT TENDONS
DETAIL (N) DOWEL WITH
WATERPROOFING PRIOR TO
PLACEMENT OF CONCRETE CURBS
1.5" MIN.INSTALL CONTROL JOINTS IN (N)
CONCRETE CURBS AT 48" O.C. MIN.
(TYP.); IN ADDITION, INSTALL
CONTROL JOINTS AT JOINTS
BETWEEN INVERTED TEE BEAM AND
DOUBLE TEES AND AT DECORATIVE
ELEMENT AROUND DRAINS
(N) POLYURETHANE JOINT SEALANT AND BACKER
ROD
(N) UNCURED NEOPRENE FLASHING
AT ALL CORNER TRANSITIONS
(N) 18" ASPHALTIC PROTECTION
BOARD
(N) HOT, FLUID-APPLIED, FABRIC
REINFORCED WP MEMBRANE 3" MIN.3" MIN.
Sheet
Scale
BC&E No.
AS NOTEDWATERPROOFING DETAILS - 3R-9
Date
1
SHEET
R-9
WP AT PENETRATIONS
SCALE: 1-1/2" = 1'-0"Plotted: 2/13/2018 11:30 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwg
2
SHEET
R-9
WP TRANSITION AT CORNERS
NOT TO SCALE
16121
2/12/2018Sheet TitleProjectISSUED FOR PRICING 1/12/18PLAZA WATERPROOFING AND GARAGE STRUCTURAL
REPAIRS - LIONS SQUARE LODGE HOA1520 West Canal Court, Suite 240Littleton, Colorado 80120
303.350.1000 Tel | 303.350.1004 FaxISSUED FOR CONSTRUCTION12/12/18ajtOnOSoLLCU;aNOoo.0-V HS>%04/13/18