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WALL SECTION DETAIL
1" = 1'-0"
LOWER LEVEL
EL. +0-0" (8155'-6")
BASEMENT LEVEL
EL. -13-2" (8142'-10")
GAME ROOM
EXTERIOR
ENTRY
LIVING ROOM
SLOPE
SLOPE 1
4":1'-0"
NEW FOUNDATION WALL &
FOOTING; 5" CAST-IN-PLACE
CONCRETE (SEE STRUCTURAL)
DROPPED GWB CEILING
STONE CLADDING
STONE PAVERS
STONE WALL BEYOND
CUT EXISTING FOUNDATION
WALL; BRACE WITH STEEL CHANNELS;
SEE STRUCTURAL
EXISTING WOOD
FLOOR ON 14" JOISTS
TERMINATION BAR;
FASTEN @ 8" O.C.
FURRING WALL
(REFER TO PLANS)
CONCRETE SLAB PER
STRUCTURAL
CARPETING
STEGO WRAP 15 MIL (TAPE TO
WALL; INSTALL PER MFQR REC.)
11
2" MIN. HIGH-DENSITY (2.0 PCF)
CLOSED-CELL SPF IN CAVITY
AGAINST FDN WALL & MIN. 1
2"
BEHIND STUDS (HOLD STUDS 1
2"
MIN. OFF CONCRETE
ADCOR ES WATERSTOP
TEMPORARY ANCHOR
6" PREPRUFE BACKCOVER
PREPRUFE 160R MEMBRANE
HYDRODUCT 200 DRAINAGE MAT
PROPERLY LAP PREPRUFE
BETWEEN FOOTING & WALL
HYDRODUCT COIL 600
12
" CLOSED CELL EXP. JOINT
FILLER W/ POLYURETHENE
SEALANT ALONG TOP EDGE
7(( &211(&725 )520
+<'52'8&7 &2,/ 72 6&+
800 PVC PIPE (THRU FOOTING TO
GRAVEL BELOW SLAB); SEE C-1 FOR
REC. LOCATIONS
SHEET METAL FLASHING W/ HEMMED EDGE TO
COVER WPM BELOW STONE CLADDING
COLD JOINT
DRAINAGE MAT; LAP OVER
DRAINGE MAT ON WALL
BITUTHANE; CAREFULLY
TORCH OFF POLYETHYLENE
FACER TO ALLOW
HYDROTECH TO LAP OVER
AMERICAN HYDROTECH 6125 FR;
EXTEND OVER EDGE OF SLAB, OVER
COLD JOINT, AND OVER BITUTHANE
PREPRUFE 160R MEMBRANE
HYDRODUCT 200 DRAINAGE MAT
ON HORIZONTAL, INSTALL 12" TO 16" WIDE
STRIPS OF HYDRODUCT 200 OVER TOP OF
FOOTING & EXTEND INTO GRAVEL
2 WALL SECTION DETAIL
1" = 1'-0"
GARAGE EXTERIOR
HOME
THEATER
LOWER LEVEL
EL. +0-0" (8155'-6")
BASEMENT LEVEL
EL. -13-2" (8142'-10")
SLOPE
SLOPE TO DRAIN
SLOPE
EXISTING FOUNDATION DRAIN
TO REMAIN (WHERE EXISTS)
EXISTING
FOUNDATION DRAIN
TO REMAIN (WHERE EXISTS)
ADCOR ES WATERSTOP
TEMPORARY ANCHOR
12" TO 16" STRIPS @ 4'-0" O.C.;
EXTEND DOWN INTO CONTINUOUS
HYDRODUCT COIL 600
HYDRODUCT COIL 600
7(( &211(&725 )520
+<'52'8&7 &2,/ 72 6&+
800 PVC PIPE (THRU FOOTING TO
GRAVEL BELOW SLAB); SEE C-1 FOR
REC. LOCATIONS
GRAVEL (PER C-1)
PERF. PIPE (PER C-1)
FILTER FABRIC (PER C-1)
ON HORIZONTAL, INSTALL 12" TO 16" WIDE
STRIPS OF HYDRODUCT 200 OVER TOP OF
FOOTING & EXTEND INTO GRAVEL
TOP OF STRUCTURAL WALL IS
LIMITED BY STRUCT ATTACHMENT
OF LOWER LEVEL FRAMING TO EXG
FOUNDATION WALL
TERMINATION BAR, SECURE
@ 8" O.C.
5" CONCRETE SLAB ON
2" METAL DECKING
BITUTHENE TO COVER
EDGE OF SLAB & COLD
JOINT BETWEEN BOTTOM
OF SLAB & TOP OF WALL &
CREATE MIN. 6" OVERLAP
W/ NEW PREPRUFE ON
INTERIOR SIDE OF WALL;
REMOVE & REPLACE SOIL &
PAVEMENT TO INSTALL
1
2
" CLOSED CELL EXP. JOINT
FILLER W/ POLYURETHENE
SEALANT ALONG TOP EDGE
DROPPED GWB CEILING
DE NEEF INJECTO
TUBE & FLEX LV GROUT;
HAND-PLACE AND PACK
@ TOP OF NEW WALL
FURRING WALL (REFER TO PLANS)
CONCRETE SLAB PER
STRUCTURAL
CARPETING
STEGO WRAP 15 MIL (TAPE TO
WALL; INSTALL PER MFQR REC.)
FOUNDATION WALL & FOOTING;
CAST-IN-PLACE CONCRETE OR
SHOTCRETE (ONLY WHERE
COVERED W/ PREPRUFE)
11
2" MIN. HIGH-DENSITY (2.0 PCF)
CLOSED-CELL SPF IN CAVITY
AGAINST FDN WALL & MIN. 1
2"
BEHIND STUDS (HOLD STUDS 1
2" MIN.
OFF CONCRETE
HYDRODUCT 220
PREFRUFE 160R
5" CAST-IN-PLACE CONCRETE
WALL; HORIZ & VERT.
REINFORCEMENT PER ENGINEER
DETAIL WATERPROOFING
AROUND EACH REBAR PIN W/
LIQUID MEMBRANE (SEE PRE-049)
REBAR DOWELS; EPOXY INTO
EXISTING & NEW FOUNDATIO; SIZE
& SPACING PER STRUCTURAL
STAINLESS STL ANCHORS & STRAPS
RECOMMENDED (TYP)
GARAGE FLOOR WPM;
VEHICULAR-GRADE POLYURETHANE TRAFFIC
CAOTING SYSTEM (VENTED METAL DECK BELOW)
A311
WALL SECTIONS
PROJECT:
710 WEST LIONSHEAD
CIRCLE - UNIT A
VAIL., COLORADO
81657 970.477.2990
44 WILLOW
PLACE
DRAWN BY:
DATE:
REVISIONS:
xxxx
Lot 9, Block 6, Unit 3 Vail Village,
First
Filing Town of Vail, Eagle
Valley
Colorado
MF
12.10.2016
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2013
NOT VALID FOR
BUILDING PERMIT
WITHOUT
ARCHITECT'S WET
STAMP
07/12/17