HomeMy WebLinkAboutB16-0267_A310_1499897940.pdfLOWER LEVEL
EL. +0-0" (8155'-6")
HOME THEATER
GARAGE
UNIT 1 GARAGE
EXTERIOR
BASEMENT LEVEL
EL. -13-2" (8142'-10")
1
WALL SECTION DETAIL
1" = 1'-0"
SLOPE TO DRAIN
T.O. SLAB
+8150'-6")
SLOPE
ADCOR ES WATERSTOP
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
STONE PAVERS
STEEL BEAM;
REFER TO STRUCTURAL
STONE CLADDING
TEMPORARY ANCHOR
6" PREPRUFE BACKCOVER
PREPRUFE 160R MEMBRANE
HYDRODUCT 200 DRAINAGE MAT
DROPPED GWB CEILING
5" CONCRETE SLAB ON
2" METAL DECKING
DE NEEF INJECTO TUBE &
FLEX LV GROUT;
HAND-PLACE AND PACK
@ TOP OF NEW WALL
PROPERLY LAP PREPRUFE
BETWEEN FOOTING & WALL
HYDRODUCT COIL 600
EXISTING FOUNDATION DRAIN
TO REMAIN (WHERE EXISTS)
GARAGE FLOOR WPM;
VEHICULAR-GRADE POLYURETHANE TRAFFIC
CAOTING SYSTEM (VENTED METAL DECK BELOW)
CONTINUE DRYWALL ABOVE
DROPPED CEILING TO PROVIDE
THERMAL BARRIER OVER SPF
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
1
2" 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
GRAVEL (PER C-1)
PERF. PIPE (PER C-1)
FILTER FABRIC (PER C-1)
2
WALL SECTION DETAIL
1" = 1'-0"
LOWER LEVEL
EL. +0-0" (8155'-6")
HOME THEATER
GARAGE
COMMON
MECHANICAL
UNIT #2
BASEMENT LEVEL
EL. -13-2" (8142'-10")
MASTER
BEDROOM
FIRST LEVEL
EL. +9-6" (8165'-0")
SLOPE TO DRAIN
T.O. SLAB
+8153'-5")
SLOPE
TEMPORARY ANCHOR
6" PREPRUFE BACKCOVER
PREPRUFE 160R MEMBRANE
HYDRODUCT 200 DRAINAGE MAT
DROPPED GWB CEILING
TYP. DEMISING WALL
DE NEEF INJECTO TUBE &
FLEX LV GROUT;
HAND-PLACE AND PACK
@ TOP OF NEW WALL
EXISTING FOUNDATION DRAIN
TO REMAIN (WHERE EXISTS)
5" CONCRETE SLAB ON
2" METAL DECKING
CONTINUE DRYWALL ABOVE
DROPPED CEILING TO PROVIDE
THERMAL BARRIER OVER SPF
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
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
ADCOR ES WATERSTOP
PROPERLY LAP PREPRUFE
BETWEEN FOOTING & WALL
HYDRODUCT COIL 600
1
2" 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
GRAVEL (PER C-1)
PERF. PIPE (PER C-1)
FILTER FABRIC (PER C-1)
GARAGE FLOOR WPM;
VEHICULAR-GRADE POLYURETHANE TRAFFIC
CAOTING SYSTEM (VENTED METAL DECK BELOW)
3 WALL SECTION DETAIL
1" = 1'-0"
BEDROOM 1
GAME ROOM
BASEMENT LEVEL
EL. -13-2" (8142'-10")
LOWER LEVEL
EL. +0-0" (8155'-6")
EXTERIOR
SLOPE
SLOPE
ADCOR ES WATERSTOP
TEMPORARY ANCHOR
12" TO 16" STRIPS @ 4'-0" O.C.;
EXTEND DOWN INTO CONTINUOUS
HYDRODUCT COIL 600
DROPPED GWB CEILING
WOODEN SILL @ TOP OF
FOUNDATION WALL
STONE CLADDING
EXISTING WOOD
FLOOR ON 14" JOISTS
DE NEEF INJECTO
TUBE & FLEX LV GROUT;
HAND-PLACE AND PACK
@ TOP OF NEW WALL
HYDRODUCT COIL 600
EXISTING FOUNDATION DRAIN
TO REMAIN (WHERE EXISTS)
EXISTING
FOUNDATION DRAIN
TO
REMAIN (WHERE EXISTS)
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
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
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
TOP OF STRUCTURAL WALL IS
LIMITED BY STRUCT ATTACHMENT
OF LOWER LEVEL FRAMING TO EXG
FOUNDATION WALL
TERMINATION BAR, SECURE
@ 8" O.C.
A310
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