HomeMy WebLinkAboutB18-0066_10.R-8_1523647553.pdf(N) S.S. BAND CLAMP
(N) 18" ASPHALTIC PROTECTION BOARD
6" CLEAR
4" MIN.(E) PIPE/VENT WITH
DIAM. GREATER THAN
OR EQUAL TO 1"
(E) RIGID CONDUIT OR PIPE
WITH DIAM. LESS THAN 1"
NOTES:
· SOME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE ROUGHENING/SANDING, IN ADDITION TO PRIMING
WITH SURFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING.
· METAL PIPES MUST BE FREE OF ALL OIL AND RUST. SOLVENT WIPE PIPES PRIOR TO INSTALLING (N) WPM.
· DO NOT GANG PIPES TOGETHER, ALLOW 6" MIN. INCHES BETWEEN PIPE FOR DETAILING.
· ALL PIPES MUST BE RIGIDLY CONNECTED THROUGH CONCRETE. DO NOT WATERPROOF TO NON-RIGID
TUBING.
(N) UNCURED NEOPRENE FLASHING
(N) HOT, FLUID-APPLIED, FABRIC
REINFORCED WP SYSTEM
(N) S.S. BAND CLAMP
STEP 1
STEP 2
OUTSIDE CORNER REINFORCEMENT
COMPLETELY ENCAPSULATE ALL
EXPOSED REINFORCING WITH A
TOP COATING OF HOT-APPLIED WP.
NO REINFORCING SHOULD BE LEFT
EXPOSED OVERNIGHT.
STEP 3COMPLETELY ENCAPSULATE ALL
EXPOSED REINFORCING WITH A
TOP COATING OF HOT-APPLIED WP.
NO REINFORCING SHOULD BE LEFT
EXPOSED OVERNIGHT.
STEP 1
STEP 2
INTERIOR CORNER REINFORCEMENT
STEP 3
(N) 1" MIN. THICKNESS MORTAR
AT PLATES (IF EXIST)
NOTES FOR BONDING PATCH MORTAR TO CONCRETE
1. PATCHING MORTAR TO BE POLYMER - MODIFIED PATCHING MORTAR F'c = 5000psi,
SAND AGGREGATE
2. ROUGHEN SURFACE OF CONCRETE TO BE BONDED TO PATCH TO 18" MIN. AMPLITUDE
3. CONCRETE TO BE SATURATED, SURFACE-DRY AND CLEAN PRIOR TO PLACEMENT OF
PATCHING MORTAR
4. SCRUB MORTAR INTO THE SURFACE AND COMPRESS PATCHING MORTAR INTO FORM
5. FINISH TO LIGHT AMPLITUDE AND CURE PER MANUFACTURE'S WRITTEN
INSTRUCTIONS
6. INSTALLATION OF WP AFTER PATCH IS FULLY- CURED OR SUCCESSFULLY PASSES A
MAT TEST
7. SOUND PATCH PRIOR TO INSTALLATION OF WP TO ENSURE PATCH IS FULLY BONDED.
UN-BONDED PATCHES ARE NOT ACCEPTABLE AND SHALL BE REPLACED.
RECESS GROUT TO PROVIDE
SEALANT POCKET
1
1(N) BACKER ROD AND
POLYURETHANE SEALANT
BETWEEN PLATES
(N) WATERPROOFING SYSTEM;
REINFORCE ALL JOINTS WITH (N)
UNCURED NEOPRENE FLASHING
(PAVING ASSEMBLY NOT SHOWN)
(N) 1" MIN. THICKNESS MORTAR
AT PLATES (IF EXIST)
PATCH MORTAR TO BOND TO PRECAST
CONCRETE; ROUGHEN CONCRETE TO 18"
AMPLITUDE TYP. AT PATCH MATERIAL; SEE
NOTES AT DETAIL 3/R-8
(N) BACKER ROD AND SEALANT
BETWEEN PLATES
1-1/2" MIN. 1" MIN.(N) WATERPROOFING SYSTEM
(PAVING ASSEMBLY NOT SHOWN)
REINFORCE ALL JOINTS WITH (N)
UNCURED NEOPRENE
3" MIN.112" MAX3" MIN.
WHERE UNEVENNESS OCCURS
BETWEEN PRECAST CONCRETE
DOUBLE TEES AND IS 1 12" OR LESS,
FILL JOINT WITH MORTAR TO CREATE
A SMOOTH EVENLY SLOPED
TRANSITION BETWEEN DOUBLE TEES
(N) WATERPROOFING SYSTEM
(PAVING ASSEMBLY NOT SHOWN)
REINFORCE ALL JOINTS WITH (N)
UNCURED NEOPRENE
1"(N) BACKER ROD AND JOINT
SEALANT AT ALL JOINTS (TYP); AT
UNEVEN JOINTS, RECESS BACKER
ROD AND JOINT SEALANT 1" TO
ALLOW FOR INSTALLATION OF
GROUT
8"
(N) Z-SHAPED SHEET-METAL FLASHING WITH 12" HEMMED DRIP
EDGE; INSTALL BEHIND (E) STONE VENEER AND (N) CURB
(E) SHED WALL TO REMAIN
TERMINATE (N) WATERPROOFING WITH (N) 18" X 1" CONTINUOUS
S.S. TERMINATION BAR; ANCHOR WITH 14" DIAM. FASTENERS AT
8" O.C.; SEAL TOP EDGE WITH LIQUID MEMBRANE
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
(N) CONCRETE CURB; INSTALL CONTROL JOINT IN
LINE WITH EDGE OF FOUNDATION WALL
REMOVE, SALVAGE, AND REINSTALL STONE VENEER
TO ACCOMMODATE WATERPROOFING INSTALLATION
(N) POLYURETHANE SEALANT AND BACKER ROD AT JOINT
BETWEEN (E) DOUBLE TEE AND FOUNDATION WALL (TYP.)
SEE DETAIL 5/R-8 FOR TREATMENT OF JOINTS
(E) PRECAST DOUBLE TEE TO REMAIN; CLEAN AND PREPARE
SURFACE TO RECEIVE (N) WPM
(E) BOLLARD FOOTING TO REMAIN
(E) SOUTH FOUNDATION WALL TO REMAIN
(N) POLYURETHANE SEALANT CANT BEAD AROUND PERIMETER
OF BOLLARD AND ALONG FLASHING AT SHED WALL
(E) STEEL BOLLARD TO REMAIN; SOLVENT WIPE BASE PRIOR TO (N) WPM INSTALLATION
(N) WATERPROOFING SYSTEM, PROTECTION BOARD, AND
DRAINAGE MAT TO BE CONTINUOUS UNDER (N) CONCRETE CURB
DETAIL (N) DOWEL WITH WATERPROOFING PRIOR TO PLACEMENT
OF CONCRETE CURB
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E) CONCRETE WITH
HILTI HIT-HY 200 EPOXY (2" MIN. EMBEDMENT)
6"4"(N) 12" ISOLATION JOINT WITH COMPRESSIBLE FILLER AROUND (E) BOLLARD
DETAIL (N) DOWEL WITH WATERPROOFING PRIOR TO PLACEMENT
OF CONCRETE CURB
(N) PAVEMENT ASSEMBLY; SEE DETAIL 1/R-7
(N) SNOW-MELT SYSTEM
(N) WATERPROOFING MEMBRANE TO BE CONTINUOUS BELOW
(N) CONCRETE CURB
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E) CONCRETE
WITH HILTI HIT-HY 200 EPOXY (1-1/2" MIN. EMBEDMENT)
INSTALL (N) 18" ASPHALTIC PROTECTION BOARD BELOW (N)
CONCRETE CURB
12" MIN.
(N) 6" CONCRETE CURB TO BE CAST ON TOP OF (N) WP MEMBRANE AND
PROTECTION BOARD; PLACE CONTROL JOINTS EQUALLY SPACED AT 4
FEET O.C. MAX.
(E) PRECAST CONCRETE PLANKS; CLEAN AND PREPARE
SURFACE TO RECEIVE (N) WPM
INSTALL (N) POLYURETHANE SEALANT AND BACKER ROD AT ALL
JOINTS BETWEEN (E) PRECAST CONCRETE PLANKS; SEE DETAIL
5/R-8 FOR TREATMENT OF JOINTS
EXTEND (N) WATERPROOFING MEMBRANE BEYOND CONCRETE CURB 18"
AS SHOWN; INSTALL (N) 18" X 1" CONTINUOUS S.S. TERMINATION BAR 12"
BEYOND CURB AND ANCHOR WITH 14" DIAM. FASTERNERS AT 8" O.C.;
SEAL TOP EDGE WITH LIQUID MEMBRANE (TYP).; INSTALL NEW REGLET
BEYOND TERMINATION BAR AS SHOWN PRIOR TO INSTALLATION OF WPM
(N) COMPRESSIBLE FILLER BETWEEN (N) CURB AND (N) ASPHALT
REPLACE (E) ASPHALT DRIVE LANE OR LANDSCAPING IN KIND
6"
6" MIN.
EXTENT OF
WARRANTY
(N) PAVEMENT ASSEMBLY; SEE DETAIL 1/R-7
(N) 16" CONCRETE CURB; PLACE CONTROL JOINTS EQUALLY
SPACED AT 4 FEET O.C. MAX.
(N) POLYURETHANE SEALANT AND BACKER ROD; SEE
DETAILS 4/R-8 AND 5/R-8 FOR TREATMENT OF JOINTS
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E)
CONCRETE FOUNDATION WALL WITH HILTI HIT-HY
200 EPOXY (2" MIN. EMBEDMENT)
(E) PRECAST CONCRETE PLANK; CLEAN AND
PREPARE SURFACE TO RECEIVE (N) WPM
(E) CONCRETE FOUNDATION WALL; CLEAN AND
PREPARE SURFACE TO RECEIVE (N) WPM
(E) PRECAST
CONCRETE DOUBLE
TEE; CLEAN AND
PREPARE SURFACE
TO RECEIVE (N) WPM
(N) SNOW-MELT SYSTEM TO BE CONTINUOUS THROUGH
CONCRETE CURB
2" MIN.DETAIL (N) DOWEL WITH WATERPROOFING PRIOR TO
PLACEMENT OF CONCRETE CURB
(N) DRAIN MAT, 18" ASPHALTIC PROTECTION BOARD, AND
WATERPROOFING MEMBRANE TO BE CONTINUOUS UNDER
(N) CONCRETE CURB
1'-4"
(N) 6" CONCRETE CURB TO BE CAST ON TOP OF (N) WP MEMBRANE AND PROTECTION
BOARD; PLACE CONTROL JOINTS EQUALLY SPACED AT 4 FEET O.C. MAX.
INSTALL ADDITIONAL LAYER OF WP MEMBRANE AT CONCRETE CURB; TERMINATE (N)
WATERPROOFING INTO (N) REGLET AND LAP 6" MIN. ONTO (N) WP MEMBRANE ON
DOUBLE TEE
(N) POLYURETHANE SEALANT AND BACKER ROD; SEE DETAILS 4/R-8 AND 5/R-8 FOR
TREATMENT OF JOINTS
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E) CONCRETE FOUNDATION WALL WITH
HILTI HIT-HY 200 EPOXY (2" MIN. EMBEDMENT)
DETAIL (N) DOWEL WITH WATERPROOFING PRIOR TO PLACEMENT OF CONCRETE CURB
(N) VERTICAL DRAIN MAT ON FOUNDATION WALL
(N) WATERPROOFING MEMBRANE TO BE CONTINUOUS UNDER CURB AND EXTEND DOWN
VERTICAL FACE OF FOUNDATION WALL A MINIMUM OF 2'-0"; LAP OVER (E) WPM A
MINIMUM OF 6" (IF EXISTS)
6" MIN.
INSTALL (N) 18" PROTECTION BOARD BELOW CURB AND ON FACE OF FOUNDATION WALL
(E) NORTH CONCRETE FOUNDATION WALL; CONTRACTOR TO VERIFY WIDTH AND MATCH
(N) CONCRETE PERIMETER CURB WIDTH TO (E) WALL; CLEAN AND PREPARE SURFACE TO
RECEIVE (N) WPM 2'-0" MIN.(E) PRECAST
CONCRETE
DOUBLE TEE;
CLEAN AND
PREPARE
SURFACE TO
RECEIVE (N) WPM
6" VIF
6"
Sheet
Scale
BC&E No.
AS NOTEDWATERPROOFING DETAILS - 2R-8
Date
1
SHEET
R-8
WP AT PENETRATIONS
NOT TO SCALE
Plotted: 2/13/2018 11:30 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwg
2
SHEET
R-8
WP AT CORNERS
NOT TO SCALE
3
SHEET
R-8
WP TRANSITION AT WALL W/ WELD PLATE
NOT TO SCALE
4
SHEET
R-8
WP AT INVERTED TEE WELD PLATE
NOT TO SCALE
5
SHEET
R-8
WP AT JOINT OFFSET
NOT TO SCALE
6
SHEET
R-8
WP AT BOLLARDS AND SHED WALL
SCALE: 1-1/2" = 1'-0"
7
SHEET
R-8
WP AT EDGE OF PLAZA OVER TUNNEL
SCALE: 1-1/2" = 1'-0"
8
SHEET
R-8
WP AT GARAGE AND TUNNEL INTERFACE
SCALE: 1-1/2" = 1'-0"
9
SHEET
R-8
WP AT NORTH FOUNDATION WALL
SCALE: 1-1/2"=1'-0"
16121
2/12/2018Sheet TitleProjectISSUED FOR PRICING 1/12/18PLAZA WATERPROOFING AND GARAGE STRUCTURALREPAIRS - LIONS SQUARE LODGE HOA1520 West Canal Court, Suite 240Littleton, Colorado 80120
303.350.1000 Tel | 303.350.1004 FaxISSUED FOR CONSTRUCTION 1 2/12/18A
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