HomeMy WebLinkAboutB16-0092_A6.5_1480456846.pdfWINDOW RE: WINDOW SCHEDULE
FILL W/ EXPANDING SPRAY
FOAM INSULATION AND SHIM
AS REQ'D
STONE VENEER TO MATCH EXISTING
1/2" PLYWOOD
BUILDING PAPER LAPS
OVER TOP OF FLASHING
1 1/2" MIN
LAP WATERPROOF
MEMBRANE OVER NAILING
FLANGE AND CONTINUE UP
UNDER FLASHING, UNDER
CHANNEL, AND UNDER
BUILDING PAPER
STEEL ANGLES LAG BOLTED INTO
BLOCKING AND WOOD HEADER
ATTACHMENT TO BE DESIGN BUILD
BY STONE MASON RE: STRUCT.
METAL FLASHING WITH DRIP
EDGE TO MATCH WINDOW
COLOR
HEADER RE: STRUCT.
STONE HEADER TO MATCH
EXISTING
INTERIOR TRIM TO MATCH
EXISTING
PROVIDE CAULK JOINT BETWEEN
WINDOW FRAME AND R.O. @
INTERIOR TYP.
WINDOW SET IN BED OF
SEALANT OVER W.P.
MEMBRANE
STONE VENEER TO MATCH EXISTING
1/2" PLYWOOD
LAP WATERPROOF MEMBRANE OVER
BLDG. PAPER AND UNDER WINDOW
SILL
2" STONE SILL SLOPED TO
DRAIN @ 10% MIN. TO MATCH
EXISTING STONE
INTERIOR
EXTERIOR
INTERIOR TRIM TO MATCH
EXISTING
PROVIDE CAULK JOINT BETWEEN
WINDOW FRAME AND R.O. @
INTERIOR TYP.
LAP ICE AND WATER SHIELD
OVER FLASHING
EXISTING FOUNDATION WALL
TO REMAIN
NEW CMU WALL RE:STRUCT.
SLOPE @ 10% MIN.
NEW CMU WALL RE:STRUCT.
SHIM AS REQ'D
SHIM AS REQ'D
P.T. PLATE
P.T. PLATE
STEEL ANGLE EXPLANSION BOLTED
TO FOUNDATION WALL RE: STRUCT.
8"
5" 6 3/4"
4 1/2"
NEW W.P.M. GRACE PREPRUFE 160R. T.O. W.P.M.
SHOULD BE ABOVE GRADE. RE: SPEC AND W.P.
CONSULTANT
NEW 36" BITUTHANE ON EXT. OF WALL
OVER CMU TO CONCRETE COLD JOINT
CONTINUOUS UNDER WINDOW SILL AND
OVER STL. ANGLE.
NEW FOUNDATION DRAIN. HYDRODUCT COIL
600. RE: SPEC AND W.P. CONSULTANT
EXISTING SLAB
NEW SLAB
2" RIGID INSULATION
NEW PERIMETER DRAIN BELOW
EXISTING STONE VENEER STL. ANGLE.
CONNECT TO NEW LANDSCAPE DRAIN
AND HARD PIPE TO DAYLIGHT.
NEW DRAINAGE MAT. GRACE
HYDRODUCT 220. RE: SPEC.
CONTINUOUS TERMINATION BAR.
FASTEN @ 8" O.C.
1" XPS PLUS 2" XPS STYROFOAM WALLMATE
WITH SLOTS FOR FURRING STRIPS
3"
NEW 5" C.I.P. CONC. WALL.
EXISTING STL. ANGLE CAN REMAIN IF
DEEMED NECESSARY BY STRUCTURAL
ENG.
UNDERSLAB VAPOR BARRIER, SEAL TO 5" WALL
4 3/4" 4 1/4"
REMOVABLE RADIUS TRIM
4 1/4"
1"
3 1/2" 5 1/2"
5"
LUTRON MOTORIZED SHADE.
LUTRON 100 SHADE SHOWN FOR
POCKET SIZE
PROVIDE 5" TALL X 4 3/4" WIDE
SHADE POCKET @ PEAK OF
RADIUS TOP WINDOW. sHADE
POCKET TO BE APPROX. 1' - 1
1/2" @ WINDOW JAMBS
4 1/4" ABOVE WINDOW R.O.
1' - 1 1/2"
2
SLOPE PER PLAN
REUSE EXISTING STONE CAP. SLOPE TO SHED WATER
DRAINAGE MEDIUM OVER CONT. W.P.
MEMBRANE
SLOPED STRUCTURAL SLAB OVER
STEEL DECKING RE: STRUCT.
STEEL BEAM RE: STRUCT.
1 1/2" RESILIENT CHANNEL
1X T&G DECKING TO MATCH EXISTING
4" ASSEMBLY CONSISTS OF 2"+/- FLAGSTONE TO MATCH
EXISTING OVER +/- 1 1/2" GROUT OVER 1/2" ASSEMBLY OF
CONTINUOUS DRAINAGE MEDIUM (RE: SPEC) AND CONT. W.P.
DECK MEMBRANE. PROVIDE HEAT TUBE ATTACHED TO WELDED
WIRE MESH IN 1 1/2" GROUT BED. (RE: SPEC).
SLOPE @ 2%
LAMINATED FOIL FLASHING WITH BUTYL BASE. RE: SPEC 9/16"
11"
1/2"
4" MAX
STEEL HANDRAIL TO BE REMADE WITH TOP 36"
ABOVE LOWER STONE CAP
3' - 0"
3' - 4"
5 3/4"
NEW BUNK ROOM
EXISTING CONCRETE
FOUNDATION WALL TO REMAIN
A6.2
5
SLOPE PER PLAN
CONTINUOUS
TERMINATION BAR;
FASTEN @ 8" O.C.
EPOXY REBAR INTO EXISTING FDN.
WALL TO ATTACH REINFORCEMENT
FOR NEW 5" CONC WALL. SIZE AND
SPACE PER STRUCT.
NEW DRAINAGE MAT. GRACE
HYDRODUCT 220. RE: SPEC
NEW WATERPROOF MEMBRANE.
GRACE PREPRUFE 160R. RE: SPEC.
NEW 5" THICK ONE-SIDE
FORMED CAST-IN-PLACE
CONCRETE WALL W/
REINFORCING PER STRUCT.
NEW FOUNDATION DRAIN. GRACE
HYDRODUCT COIL 600
EXISTING STL. ANGLE TO REMAIN
IF NEEDED TO SUPPORT NEW 5"
CONC. WALL.
UNDERSLAB VAPOR VAPOR
RETARDER; SEAL TO 5" CONC.
WALL.
1" XPS PLUS 2" XPS STYROFOAM WALLMATE W/
SLOTS FOR FURRING STRIPS;
OFFSET/STAGGER JOINTS IN FOAM INSULATION.
OR USE 3" SPF W/ 2X4 PLACED FLAT AND HELD
OFF WALL 1 1/2" SO SPF CAN GO BEHIND
FURRING.
DETAIL W.P.M. AROUND EACH
REBAR PENETRATION
EXTEND NEW A+/6125FR
W.P.M. DOWN OVER EXISTING
FDN WALL TO OVERLAP TOP
OF PREPRUFE 6" MIN.
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Scale
Date
Drawn by
Checked by
Issue Date 9/1/2016 4:36:49 PM
As indicated
84 BEAVER DAM REMODEL
VAIL, CO
A6.5
DETAILS
9 - 1 - 2016
CWF
Checker
9 - 1 - 2016
PROGRESS SET
REVISION SCHEDULE
# DESCRIPTION DATE
2 LIGHTING
PLAN AND
MOTORIZED
SHADE
9-1-16
3" = 1'-0"
1 NEW WINDOW HEAD/SILL DETAIL
1 1/2" = 1'-0"
2
TYPICAL REBUILT DECK HANDRAIL
DETAIL
1 1/2" = 1'-0"
3 BUNK ROOM WALL DETAIL
11/29/16