HomeMy WebLinkAboutB16-0092_A6.1_1478906466.pdfSLOPE @ 1.5%
5" STONE VENEER TO MATCH EXISTING
EXISTING WALL
STONE CAP TO MATCH EXISTING
DRAINAGE MEDIUM OVER CONT. W.P.
MEMBRANE
EXISTING STEEL BEAM
VERIFY HEIGHT AND SIZE IN FIELD
SLOPE @ 1.5%
EXISTING STONE VENEER
REMOVE TOP STONE AS REQ'D
AND LAP CONTINUOUS W.P.
MEMBRANE OVER EXISTING W.P.
MEMBRANE
NEW CENTER DRAIN
LAP W.P. MEMBRANE
OVER DRAIN COLLAR
EXISTING SLAB
VERIFY HEIGHT AND THICKNESS IN FIELD
VIF
B.O. EXISTING STEEL/SLAB
70' - 3 3/4"
FINISH PATIO
70' - 9"
F.F.
EXISTING FURRED WALL
EXISTING DROPPED CEILING
SLOPE @ 1%
EXISTING FLOOR ASSEMBLY
NEW TOPPING SLAB W/THICKENED EDGE
EXISTING CORBEL
GARAGE
PROVIDE WEEP
@ DRAINS
NEW STEEL DECKING
RE: STRUCT.
REMOVE EXISTING STONE ABOVE DECK TO INSTALL
NEW W.P. MEMBRANE AND DRAINAGE UP WALL MIN.
24".
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).
LAP 2ND LAYER DRAINAGE MEDIUM OVER FLASHING
OVER CONTINUOUS W.P. MEMBRANE
DRAINAGE MEDIUM RE:SPEC.
V.I.F.
5 1/4"
V.I.F.
1' - 0 13/16"
6"
1 1/2"
4"REPAIR EXISTING WALL AND PROVIDE
BLOCKING AS REQ'D TO SUPPORT NEW DECK
CONSTRUCTION.
V.I.F. 2' - 2 1/16" W12X26 RE: EXISTING STRUCT
W10X26 RE: EXISTING STRUCT
EXISTING FLOOR AND WALL ASSEMBLY TO REMAIN
REPAIR EXISTING WALL AND
PROVIDE BLOCKING AS REQ'D
TO SUPPORT NEW DECK
CONSTRUCTION.
RE: STRUCT. FOR SLAB
CONNECTION TO EXISTING
WALL.
PROVIDE ACCESS HATCH, PER
CODE, INTO SLAB FOR FUTURE
INSPECTION OF NEW DRAIN &
NEW CONSTRUCTION.
STL. ANGLE RE: STRUCT.
3' - 8" +/-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
COPPER FLASHING W/ HEMMED EDGE W/
COTTEN WICKS 20" X 16" O.C.
LAP BUILDING PAPER OVER
WALL AND DOWN 6" MIN..
BUILDING PAPER OVER W.P.
MEMBRANE, LAPPED OVER
FLASHING
BUILDING PAPER OVER W.P.
MEMBRANE, LAPPED OVER
FLASHING
WHEN REMOVING EXISTING
STONE BE CAREFUL NOT TO
TEAR EXISTING BUILDING PAPER
LAP EXISTING BUILDING PAPER
OVER NEW BUILDING PAPER
OVER WPM.
A6.1
3
2# CLOSED CELL SPRAY FOAM
INSULATION @ UNDERSIDE OF
EXISTING SLAB TO ACHIEVE R49
DRAIN: ZURN Z158-85 RE:
W.P. CONSULT.
7 1/2"
SLOPED STRUCTURAL SLAB OVER
METAL DECKING RE: STRUCT.
W10X12 RE: NEW STRUCT.
SLOPE @ 1.5%
SLOPED STRUCTURAL SLAB OVER METAL DECKING
RE: STRUCT.
DRAINAGE MEDIUM OVER CONT. W.P. MEMBRANE,
LAP OVER WATER PROOFING AT FDN. WALL.
EXISTING STEEL BEAM
NOTE: T.O. BEAM TO
BE VERIFIED IN FIELD
NEW CENTER DRAIN
LAP W.P. MEMBRANE
OVER DRAIN COLLAR
EXISTING CONCRETE SLAB
VIF
B.O. EXISTING STEEL/SLAB
70' - 3 3/4"
FINISH PATIO
EXISTING FURRED WALL
EXISTING DROPPED CEILING
GARAGE
SLOPE @ 1.5%
STEEL ANGLE TO SUPPORT
NEW SLAB RE: STRUCT.
NEW INTERMEDIATE STEEL
STRUCTURE RE: STRUCT.
PROVIDE WEEP
@ DRAINS
NEW STEEL DECKING
RE: STRUCT.
EXISTING WALL TO REMAIN
10' - 8"
SLOPE @ 1.5%
4 3/4"
GARAGE
5' - 4 1/2" 5' - 6"
3 1/2" MAX
7 1/2"
EXISTING CONCRETE SLAB
W10X12 STL. BEAM
RE: STRUCT.
W21X101 STL. BEAM
RE: EXISTING STRUCT.
PROVIDE ACCESS HATCH, PER CODE, IN
SLAB FOR FUTURE INSPECTION OF NEW
DRAIN & NEW CONSTRUCTION.
T.O. STL. BEAM @ 69' - 7 3/4"
T.O. STL. BEAM @ 69' - 11" V.I.F.
B.O. TOPPING SLAB @ 69' - 7 3/4" V.I.F.
2# CLOSED CELL SPRAY FOAM
INSULATION @ UNDERSIDE OF
EXISTING SLAB TO ACHIEVE
R49
ZURN Z158-85 DRAIN PER
W.P. CONSULTANT
DRAIN PER W.P. CONSULTANT: ZURN Z158-85
REQUIRES 3 3/8" MIN. ASSEMBLY DEPTH ABOVE
W.P.M. EXISTING STEEL NEEDS TO BE CLEANED AND PRIMED.
REINFORCE WPM W/ FLEX FLASHING UN WHERE SPANS
FROM CONC. TO STEEL.
7 1/2"
PROVIDE R21 2# CLOSED CELL
SPRAY FOAM INSULATION
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 @ 1%
REPAIR EXISTING WALL
AND PROVIDE BLOCKING
AS REQ'D TO SUPPORT
NEW DECK
CONSTRUCTION.
COPPER FLASHING W/
HEMMED EDGE W/ COTTEN
WICKS 20" X 16" O.C.
LAP BUILDING PAPER OVER
WALL AND DOWN 6" MIN..
BUILDING PAPER
OVER W.P.
MEMBRANE, LAPPED
OVER FLASHING
LAP CONTINUOUS W.P. OVER EXISTING W.P.
70' - 3 3/4"
FINISH PATIO
GARAGE
SLOPE 1.5 % 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
NEW SLAB 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).
NEW STEEL ANGLE RE: STRUCT.
STEEL ANGLE W/ NUT AND WASHER
EPOXY THREADED ROD INTO
CONC.;EMBEDDED 3" MIN.SIZE AND
SPACE RE: STRUCT.
3" MIN.
W.P. MEMBRANE EXTENDS UP
WALL MIN. 24"
DETAIL W.P. AROUND EACH
THREADED ROD 1 1/2"
DRAINAGE MEDIUM
AIR AND WATER INFILTRATION
BARRIER
STONE VENEER
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
4:18:48 PM
As indicated
84 BEAVER
DAM
REMODEL
VAIL, CO
A6.1
DETAILS
4-05-2016
CWF
HB
4-05-2016
PERMIT SET
1 1/2" = 1'-0" 1
DETAIL @ SOUTH DECK OVER GARAGE
1 1/2" = 1'-0"
2
DETAIL @ SOUTH DECK OVER GARAGE
@ GRADE
1 1/2" = 1'-0"
4
DETAIL @ DECK TRANSITION
3" = 1'-0" 3
STEEL ANGLE ANCHOR DETAIL
REVISION SCHEDULE
# DESCRIPTION DATE
05/12/16