HomeMy WebLinkAboutB16-0092_A6.2_1480456827.pdfDRAINAGE MEDIUM OVER
CONT. W.P. MEMBRANE
3" - 4" MIN. SLOPED STRUCTURAL SLAB OVER
STEEL DECKING RE: STRUCT.
STEEL BEAM RE: STRUCT.
1/2" RESILIENT CHANNEL
1X T&G DECKING TO MATCH EXISTING
SLOPE @ 1.5%
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).
5/8" P.T. PLYWOOD
SLOPE @ 1.5%
WRAP CONTINUOUS W.P. MEMBRANE OVER NEW SLAB OVER
STEEL DECKING AND DOWN OVER NEW CONC. WALL
BEAM POCKET RE: STRUCT.
CONTINUOUS BUG SCREEN STAPLED TO SOFFIT
WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN
1/2" VENT AT TOP OF THE WALL. GROUT/MORTAR UP TO
BOTTOM OF DRAINAGE MEDIUM BUT DO NOT BLOCK 8"
WRAP W.P.M. OVER CONC. AND DOWN
FOUNDATION WALL TO 8" BELOW COLD
JOINT AT T.O. EXISTING FOUNDATION
WALL.
REBAR/DOWEL
DETAIL W.P.M. AROUND DOWEL/REBAR
PENETRATION
SLOPE @ 1.5%
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).
CONT. W.P. MEMBRANE
LAP OVER EXISTING W.P.
EXISTING STEEL BEAM
SLOPE @ 1.5%
NEW CENTER DRAIN RE: PLAN
LAP W.P. MEMBRANE
OVER DRAIN COLLAR
EXISTING SLAB APPEARS TO
BE SLOPED TO EXTERIOR.
V.I.F.
VIF
B.O. EXISTING STEEL/SLAB
70' - 3 3/4"
FINISH PATIO
EXISTING FURRED WALL
EXISTING DROPPED CEILING
GARAGE
70' - 9"
F.F.
REMOVE EXISTING STONE ABOVE DECK TO INSTALL
NEW W.P. MEMBRANE AND DRAINAGE MIN. 24" UP WALL.
LAP 2ND LAYER DRAINAGE MEDIUM OVER FLASHING
OVER CONTINUOUS W.P. MEMBRANE
5 1/4"
EXISTING FLOOR AND WALL ASSEMBLY TO REMAIN
EXTEND FOUNDATION W.P.
MEMBRANE AS REQ'D
W12X26 STL. BEAM
RE: EXISTING STRUCT.
COPPER FLASHING W/ HEMMED EDGE W/
COTTEN WICKS 20" X 16" O.C.
DRAIN: ZURN Z158-85
PER W.P. CONSULT.
SLOPE @ 1.5%
5" STONE VENEER TO MATCH EXISTING
CONTINUOUS W.P. MEMBRANE
6" CMU CONSTRUCTION TO REPLACE EXISTING
WOOD CONSTRUCTION RE: STRUCT.
STONE CAP TO MATCH EXISTING
DRAINAGE MEDIUM OVER CONT. W.P.
MEMBRANE
3" - 4" MIN. SLOPED STRUCTURAL SLAB
OVER STEEL DECKING RE: STRUCT.
STEEL BEAM RE: STRUCT.
1/2" RESILIENT CHANNEL
1X T&G DECKING TO MATCH EXISTING
SLOPE @ 1.5%
CENTER DRAIN RE: PLAN
EXISTING WALL AND FLOOR ASSEMBLY
REMOVE EXISTING STONE ABOVE DECK TO INSTALL
NEW W.P. MEMBRANE AND DRAINAGE MIN. 24" UP WALL.
W8X24 STL BEAM. RE:
STRUCT.
CONTINUOUS STEEL
CHANNEL ATTCHED TO
EXISTING FLOOR
STRUCTURE. HANG
BEAMS ON CONTINUOUS
CHANNEL RE: STRUCT.
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).
5/8" P.T. PLYWOOD
LAP 2ND LAYER DRAINAGE MEDIUM OVER FLASHING
OVER CONTINUOUS W.P. MEMBRANE
DRAINAGE MEDIUM RE:SPEC.
REBUILD EXISTING FLOOR/WALL AND
PROVIDE BLOCKING AS REQ'D TO SUPPORT
NEW DECK CONSTRUCTION.
A6.3
5
CONCRETE TURN UP
2# CLOSED CELL SPRAY
FOAM INSULATION AT
UNDERSIDE OF SLAB TO
ACHIEVE R49.
COPPER FLASHING W/ HEMMED EDGE W/
COTTEN WICKS 20" X 16" O.C.
*NOTE: SEE DETAIL 4/A6.3 (SIM)
FOR W.P.M. DETAIL @ DOOR
THRESHOLD. EXTEND W.P.M.
CONTINUOUSLY UP FROM DECK
INTO R.O.
BUILDING PAPER
SLOPE @ 1%
COPPER SHEET METAL FLASHING W/ HEMMED EDGE (TYP)
GRACE ULTRA OVER COPPER FLASHING W/ GRACE
LIQUID MEMBRANE TOOLED AROUND PIN
STAINLESS STEEL PIN TO SECURE STONE CAP
LAP BUILDING PAPER OVER
WALL AND DOWN 6" MIN.
COPPER FLASHING W/ HEMMED EDGE W/
COTTEN WICKS 20" X 16" O.C.
DRAIN: ZURN Z158-85 PER
W.P. CONSULT.
W6X15 STL. BEAMS. RE:
STRUCT.
NEW SLOPED CONC. SLAB ON STL. DECKING
70' - 3 3/4"
FINISH PATIO
GARAGE
SLOPE 1.5 %
VIF
B.O. EXISTING STEEL/SLAB
EXISTING STEEL BEAM
NOTE: T.O. BEAM TO BE VERIFIED IN FIELD
EXISTING SLAB
EXISTING DROPPED CEILING
ASSUMED EXISTING CONCRETE SLAB. VERIFY IN FIELD
EXISTING CONC. SLAB
NEW 1/2" CLOSED CELL
EXPANSION JOINT AND SEALANT
NEW PAVERS
REINSTALL PAVERS
NEW CONTINUOUS WATER PROOFING LAPS
OVER EXISTING W.P.M.
SLOPE 1.5 %
PROVIDE STL. ANGLE TO SUPPORT NEW
CONC. SLAB.
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
4/6/2016
4:18:49 PM
1 1/2" = 1'-0"
84 BEAVER
DAM
REMODEL
VAIL, CO
A6.2
DETAILS
4-05-2016
EW
HB
4-05-2016
PERMIT SET
1 1/2" = 1'-0" 3
DECK TO SLAB ON GRADE TRANSITION
1 1/2" = 1'-0" 1
WEST PATIO @ GRADE
1 1/2" = 1'-0"
2
TYPICAL REBUILT DECK DETAIL @ MAIN
LEVEL ABOVE BUNK ROOM
1 1/2" = 1'-0"
4
DETAIL @ DECK W.P. TIE-IN LOOKING
SOUTH
REVISION SCHEDULE
# DESCRIPTION DATE
05/12/16