HomeMy WebLinkAboutB16-0490_REV10 Approved Plans_1534371697.pdf08/15/18
08/15/18
08/15/18
4
E1
2
A430
4
TRASH
METER CL
GAS METER
LOCATION
CLEAR
5'-9 1/2"OVERHANG1'-0 1/4"A430
2
A430 3
6
A430
7
A430
11'-1" 1 1/2" 4" 5'-11 3/16" 3 13/16"
64 GL. 64 GL.
A430 8
2 HR FIRE RATED WALL
(2) LAYERS 5/8" TYPE 'X' GYP.
BOTH SIDES
4" 1'-8" 4" 1'-1"PLANTING BED
DOUBLE 2'-8" DOORS
5'-4"
CLEAR
5'-0" MIN.
BELOW GRADE
TRASH LIFT
T.O.S. EL. 71'-7"
T.O.W. EL. 78'-1 3/4"3'-3" GATE 8"
VAULT LENGTH
111 1/2" 8" 8"VAULT WIDTH33 1/2" 8" 30" 8" 1"
PLATFORM
71 1/2" 1"FIELD VERIFIED76 1/2"1" PLATFORM31 1/2" 1"6'-0 1/2"
12'-10" FIELD VERIFIED
30"x30"
VAULT
ACCESS
PLANTING BED
3'-0" 2 - STREET LEVEL
8,178' - 1 3/4"
3 42
6
A430
6'-0" DOOR2 1/8"INT. CLEAR6'-6" MIN.1 1/2"
INT. CLEAR
5'-9 1/2" 1"
5'-4" DOOR
CONCEALED
4" 6'-0" 3"3 1/2"6'-8 1/8"6'-1 9/16"E1 4"FLASHING
8,171' - 7"
T.O.S.
8"
VAULT WIDTH
33 1/2" 8"
31 1/2" PLATFORM WIDTH
LOWERED15" 65 3/8" TRAVEL60 3/4" CLEARANCE3 4 2
1 1/2"
CLEAR
5'-9 1/2" 1"
GAS METER
LOCATION
ROOF OVERHANG 6'-0" CLEARPLANTING BED
3" 6'-0" 4"6'-8 1/8" 3 1/2"6'-0 1/2"
1" 71 1/2" PLATFORM LENGTH 1" 8" 30" ACCESS
111 1/2" VAULT LENGTH 8"60" CLEAR15" 65 3/8" TRAVEL30"x30" ACCESS HATCH
SLAB W/ ELECT.
CONDUIT
3"30" 3" 4" 3"2 - STREET LEVEL
8,178' - 1 3/4"
1/2" SHEATHING; REF. STRUCT.
4" MTL. STUD
AIR/WEATHER BARRIER
1/4" DRAINAGE
METAL PLATE ROOF FINISH
TRENCH DRAIN; REF. CIVILCLEAR6'-7 9/16" MIN.1X4 ACCOYA HORIZONTAL
WD. SIDING
(2) LAYERS GRACE ULTRA; WRAP
LOWER
LAYER DOWN SHEATHING AND OVER
AIR/WEATHER BARRIER; LAP UPPER
1'-1" 4" 1'-8" 4"
2 HR FIRE RATED WALL
(2) LAYERS TYPE 'X' GYP.
BOTH SIDES
2 HR FIRE RATED CEILING
(2) LAYERS TYPE 'X' GYP.
METAL "D" STYLE DRIP EDGE FLASHING
TAPERED POLY-ISO
2X4 LVL ROOF FRAMING, REF. STRUCT.
1/4" / 12"
8,185' - 3 11/16"
T.O.S.7'-1 15/16"6'-0" 1'-0"3 - SECOND LEVEL
8,188' - 3 5/8"
ED E1D1 6
A400
1X4 ACCOYA HORIZONTAL
WD. SIDING
TYP. METAL PANEL
WALL ASSEMBLY;
REF. DETAIL 2/A500
VERIFY CONFIGURATION
AND DIMS OF DIVISIONS
UPON WINDOW INSTALL
WITH ARCHITECT.
1 1/4"
OPP. WALL
MATCH 1 1/4" V.I.F. 1 1/4"
1 1/4" V.I.F. 1 1/4"
PLANTING BEDV.I.F.1'-11 3/8" 2"V.I.F.1'-11 3/8" 2"A430
6
Scale
Date
Drawn By
Project Number
As indicated
8/8/2018 2:37:51 PMA430
UTILITY / TRASH
ENCLOSUREROW HOUSE 12VAIL ROWHOUSES, VAILCOLORADOAuthor
08/01/2018
1/2" = 1'-0"1 UTILITY / TRASH PLAN
1/2" = 1'-0"2
UTILITY / TRASH SOUTH
ELEVATION
1/2" = 1'-0"3
UTILITY / TRASH WEST
ELEVATION
1/2" = 1'-0"4
UTILITY / TRASH NORTH
ELEVATION
3" = 1'-0"6 TYP. UTILITY CL. WALL SECTION
No. Description Date
4 CONSTRUCTION
II
24 SEPT
17
10 CONTSTRUCTION
III
01 FEB
18
12 CONSTRUCTION
IV
07 MAY
18
14 CONSTRUCTION
V
01 AUG
18
1/2" = 1'-0"8 PRIVACY WALL ELEVATION
08/15/18
3 1
F
3 4
E
E1
2
E
2
EXTENT OF PARKING PAVERS
PROPERTY LINE
PROPERTY LINE
METAL GRATE
OVER WINDOW WELL
METAL GRATE
OVER WINDOW WELL
6'-0" 5'-0 1/4" 6'-0" 6'-3" 6'-3" 6'-0" 6'-3"3'-0 9/16" 5'-2 1/2" PROPERTY LINEPROPERTY LINEPROPERTY LINEPROVIDE FOOTER AND POWER
FOR HYDRAULIC BOLLARDS: (8)
COUNT
GATE
TRENCH DRAINTRENCH DRAIN 7'-8"1'-9"ENTRY PEDESTAL
TRASH
METER CL
METER CL
TRASH
30" x 30" VAULT
ACCESS HATCH
D
D 4'-5 5/8"5'-10" V.I.F. VAULT WIDTH2'-9 1/2" 8" 3'-0 1/2" 6'-1 1/2" 8" 6'-0 1/2"
4'-8" V.I.F. 12'-10" V.I.F.
PLANTED AREA
RAISED PLANTER
PLANTED AREA
7 1/2" 6'-1 1/2" VAULT LENGTH 8" 5'-9 13/16" 2'-11 1/2" 8" VAULT WIDTH2'-9 1/2" 8" 3'-4"TRASH VAULT ACCESS
IN WINDOW WELL
ENTRY CONTROLS
111"60"OIL & SAND
INTERCEPTOR
BELOW
111"60"OIL & SAND
INTERCEPTOR
BELOW
PLANTED AREAPLANTED AREA
8" 9'-3 1/2" VAULT LENGTH 8"
VERIFY
1'-3"
PARKING BOLLARDS 29 11/16" 29 11/16" 29 11/16" 29 11/16" 29 11/16" 29 11/16" 29 11/16" 24 9/16" 6" 27 11/16" 29 11/16" 29 11/16" 27" 27"SLOPE
SLOPE
SLOPE
BOLD DASHED LINE
INDICATES EXTENT
OF SLAB ON GRADE
SLOPE
SLAB
SLOPESLABSLOPE
SLAB
SLOPESLABSLOPESLABSLOPESLABCATCH
BASIN
CATCH
BASIN
CATCH
BASIN
2'-6" 8" 1"
TRASH LIFT
5'-11 1/2" 1"1" TRASH LIFT2'-7 1/2" 1"3 1
F
E
2
GUTTER
21'-10 3/8" V.I.F.4'-2 3/4" V.I.F.8 1/4"8 1/4"8 1/4"8 1/4"8 1/4"7 7/8"45 7/16" 85" 85" 46 15/16"
2 15/16" 4 7/16"
Scale
Date
Drawn By
Project Number
1/2" = 1'-0"8/8/2018 2:31:28 PMA113
ENLARGED
SOUTH
PARKING /
COURYARDROW HOUSE 12VAIL ROWHOUSES, VAILCOLORADOBRM
08/01/2018
No. Description Date
1/2" = 1'-0"1 STREET LEVEL - SOUTH PARKING PLAN
1/2" = 1'-0" 2 SECOND LEVEL - SOUTH BALCONY PAVING PLAN
08/15/18
UPUP
UP
1
A
3 4
3
A502 FIRE PIT GRILLE3 3/4"8"
SPA EQUIP.
VAULT BELOW
SLAB ON GRADE
DASHED LINE REPRESENTS
FOUNDATION WALLS BELOW
UNIT 11 UNIT 12
2
A112
1/4" / 12"5/16" / 12"1/4" / 12" 5/16" / 12"1/4" / 12"1/4" / 12" 5/16" / 12"5/16" / 12"
A112 5
D D
8,168' - 1 1/8"
T.O.S.
8,168' - 3 1/4"
T.O.S.1'-7 11/16"8,168' - 1 5/16"
T.O.S.
A112 6
T.O.W. EL. 72'-9 1/4"
T.O. FIRE PIT 1'-0" A.F.F.
T.O. COUNTER 3'-0" A.F.F.
+ EL. 72'-0"
+ EL. 71'-0"
GAS
H.B.GAS
1/4" / 12" 1/4" / 12"8" 12'-0" 8"PLANTERON GRADE(NO SLAB)RAISED PLANTER
SUMP PUMP AT
BOTTOM OF VAULT
RAISED PLANTER
RAISED PLANTER
VAULTACCESS36"x36" MIN.1 - CREEK LEVEL
8,168' - 3 1/4"
A
A502
3
A112
3
A112
4
0 - VAULT SLAB
8,162' - 5 1/8"
8,163' - 0"
100 YEAR FLOOD PLANE
8,168' - 1 1/8"
T.O. PATIO
SLAB
8,168' - 1 5/16"
T.O.S.2 1/8"1/4" / 12"1/4" / 12"
1/4" / 12"1/4" / 12"
SLOPE SLAB SLOPE SLAB
SLOPE SLABSLOPE SLAB
T.O. EXIST. FOOTER 5'-0" MAX.8,164' - 6"
1 - CREEK LEVEL
8,168' - 3 1/4"
A A502
3
SPA EQUIP.
VAULT
0 - VAULT SLAB
8,162' - 5 1/8"2 1/8"1/4" / 12"
8,163' - 0"
100 YEAR FLOOD PLANE
8,168' - 1 1/8"
1/4" / 12"
T.O. EXIST. FOOTER
EXIST. FOUNDATION WALL,
REF. STRUCT.
NEW FOUNDATION WALL & SLAB,
REF. STRUCT.
NEW PATIO SLAB,
REF. STRUCT.
8,164' - 6"
1 - CREEK LEVEL
8,168' - 3 1/4"
1/2" DRAINAGE MAT, CONTINOUS OVER SLAB
AND DOWN FOUNDATION WALL
AMERICAN HYDROTECH 6125FR
WATERPROOFING MEMBRANE;
REINFORCE ALL JOINTS & TRANSITIONS
W/ UNCURED NEOPRENE
1 1/4" SAND SET BASALT PAVER
W/ HYDRONIC SNOW MELT
NEW PATIO SLAB,
REF. STRUCT.
15 MIL STEGOWRAP UNDERSLAB
VAPOR RETARDER. TURN UP SIDES
OF WALL & SEAL W/
STEGOWRAP TAPE.
0 - VAULT SLAB
8,162' - 5 1/8"
NEW FOUNDATION WALL,
REF. STRUCT
8,168' - 1 5/16"
T.O.S.
MUD SET FIRST COURSE
WATERSTOP, GCP ADCOR ES
2" XPS INSULATION
1/4" / 12"
DRAINAGE LAYER
SPA EQUIP.
VAULT
1 - CREEK LEVEL
8,168' - 3 1/4"
2 - STREET LEVEL
8,178' - 1 3/4"
A
8,172' - 9 1/4"
19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16"24"12" 59 1/16" 78 3/4"3'-1 5/16" 2 1/2"1'-1 5/16" 2 1/2"T.O. BASALT PAVER
T.O.S.
2 1/2" 4'-6 1/16" 2 1/2" 6'-4 1/4" 2 1/2"1 11/16"36"3 3/8" 30" 2" 20 5/16" 3 3/8"
8,172' - 7 7/16"
8,171' - 0"
GRADE
GRADE
4'-6" 2 1/8"2 1/2"2 1/2" 18'-0 13/16" 3 3/4"
1 - CREEK LEVEL
8,168' - 3 1/4"
A
3 3/4" 18'-0 13/16"
6'-7" 11'-5 13/16"
2 1/2" 6'-4 1/4" 2 1/2"
8,171' - 0 3/4"
2 3/4" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16" 19 11/16"1'-0"2 1/2"1'-1 5/16" 2 1/2"2'-9 1/2" 1 11/16"2 1/8" 8,170' - 6 3/8"
GRADE
T.O.W.
Scale
Date
Drawn By
Project Number
As indicated
8/8/2018 2:33:47 PMA112
ENLARGED
NORTH PATIOROW HOUSE 12VAIL ROWHOUSES, VAILCOLORADOAuthor
08/01/2018
No. Description Date
14 CONSTRUCTION
V
01 AUG
18
1/2" = 1'-0" 1 CREEK LEVEL - NORTH PATIO PLAN
1/2" = 1'-0"2 NORTH PATIO WALL SECTION
1 1/2" = 1'-0"3 WALL SECTION PATIO CRAWL SPACE 1
1 1/2" = 1'-0" 4 WALL SECTION AT PATIO CRAWL SPACE 2
1/2" = 1'-0"5 EAST SITE WALL ELEVATION
1/2" = 1'-0"6 WEST SITE WALL ELEVATION
08/15/18
3 1
AA
2
1
A504
A1A1 8"11'-9 1/2" 8" 2'-10 1/8" 8" 3'-0 7/8" 1'-3 7/16" 8" 1'-1 1/2" 8" 10'-8 1/2" 8" 12'-0"
BENCH
SPA VAULT
BELOW
EDGE OF BALCONY
ABOVE
EQ. 1'-6" 5'-2 1/2" 1'-6" EQ.1'-6"6'-3 1/2" 1'-6" FIRE PITBALCONY OVERHANG5'-3 3/16"FIRE PIT GRILLEPLANTERON GRADE(NO SLAB)18'-0 13/16"3 3/4" 8"5'-11" 12'-1 13/16"T.O. FIRE PIT 1'-0" A.F.F.
1'-0" 8'-8 1/2" 1'-0" 1'-0" 9'-9 1/2" 1'-0"SPA EQUIP.
VAULT BELOW
SLAB ON GRADE
SLAB ON GRADE
DASHED LINE REPRESENTS STRUCT.
FOUNDATION WALLS BELOW
UNIT 11 UNIT 12
4
A111
1/4" / 12"
1/4" / 12"1/4" / 12"2-TIERED PERIMETER
TRENCH DRAIN
HATCHED AREA INDICATES
SPA PLATFORM AREA
5
A111 VAULTACCESS36"x36" MIN.18'-0 13/16"3 3/4" 1'-7 11/16"1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 1'-7 11/16" 2 3/4" 1/4" / 12" 3/8" / 12"
8,168' - 1 1/8" 8,168' - 1 1/8"
T.O.S. T.O.S.
8,168' - 3 1/4"
T.O.S.
8,168' - 3 1/4"
T.O.S.1/4" / 12"5/16" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" 5/16" / 12"
5/16" / 12"
5/16" / 12"D D
8,168' - 1 5/16"
T.O.S.3'-3 3/8"3'-3 3/8" 4"4" 1/4" / 12"1/4" / 12"8"8"
DASHED LINE REPRESENTS INSIDE
FACE OF SPA VAULT CONC. WALL
8,171' - 0 3/4"
T.O.W.+ EL. 72.62'+ EL. 71.02'
EL. 70.53' +
EL. 70.53' +
T.O.W.
T.O. FIRE PIT 1'-0" A.F.F.
T.O. COUNTER 3'-0" A.F.F.
D
STEEL PLATE EDGING
RAISED PLANTER
8,172' - 9 1/4"
SUMP PUMP AT
BOTTOM OF VAULT
RAISED PLANTER
RAISED PLANTER
GAS
H.B.GAS
GAS
1 - CREEK LEVEL
8,168' - 3 1/4"
1'-0" 2" 9'-5 1/2" 2" 1'-0"1'-0" 2'-11" 1'-9" 1'-9" 6"T.O. STRUCT.
VAULT SLAB
8"
STRUCTURAL VAULT WIDTH
11'-9 1/2" 8"
WATER LINE
SPREAD FOOTING, REF. STRUCT.
STRUCTURAL VAULT FOUNDATION WALL,
REF. STRUCT.
SPA WALL BY COLORADO POOL & SPA
SPA SLAB FLOOR BY COLORADO POOL & SPA2"2'-9" 1" GAP
1" GAP
1" GAP
1" GAP
8,160' - 6 1/4"
1'-6" 6'-3 1/2" 1'-6"
5
A111
DRAIN BOWL IN STRUCT. SLAB,
COVERED W/ WIRE MESH
8,168' - 1 5/16"
T.O.W.
8,161' - 6 1/4"
1 - CREEK LEVEL
8,168' - 3 1/4"
1
2
4
A111
1" GAP
1" GAP
1" GAP
1" GAP
1'-6" 5'-2 1/2" 1'-6"6"1'-9" 1'-9"2'-11" 1'-0"2"2'-9" 8"
STRUCTURAL VAULT WIDTH
10'-8 1/2" 8"
1'-0"
SPA VAULT WIDTH
8'-8 1/2"1'-0"
2"
FINISH SPA WIDTH
8'-4 1/2" 2"
SPA EQUIP. VAULT
A111
6
DRAIN BOWL IN STRUCT. SLAB,
COVERED W/ WIRE MESH
8,163' - 0"
100 YEAR FLOOD PLANE
T.O. EQUIP.
VAULT SLAB1'-0"T.O.W.
8,160' - 6 1/4"
T.O. STRUCT.
SPA VAULT SLAB
WATERLINE
8,171' - 0 3/4"
8,170' - 6 3/8"
GRADE
A111
2
10"8,162' - 5 1/8"
8,161' - 6 1/4"
2 1/2" 8" 2 1/2"
8,168' - 4 15/16"
FINISH PATIO
5'-0" MAX.7'-7 5/8"6'-4 1/8"7/8" 8,161' - 7 1/8"
SLAB COMPRESSION
STRUCTURAL CONCRETE
FOUNDATION WALL, REF. STRUCT.
CONCRETE SPA SLAB BY
COLORADO POOLSCAPES
FLEXCRETE WATERPROOFING
BY COLORADO POOLSCAPES
AMERICAN HYDROTECH 6125FR
WATERPROOFING MEMBRANE;
REINFORCE ALL PLYWOOD JOINTS &
TRANSITIONS W/ UNCURED NEOPRENE;
WRAP VERT. W.M. 12" ONTO ADJACENT
WALLS, TERMINATION BAR ALONG VERT.
EDGE
15 MIL STEGOWRAP UNDERSLAB
VAPOR RETARDER. TURN UP SIDES
OF BLOCK-OUT & SEAL W/
STEGOWRAP TAPE.
STRUCTURAL CONC. SLAB,
REF. STRUCT.
12"
TERMINATION BAR
CONTINUOUS AH6125 ONTO LOWER SLAB
3/4" X 3/4" KEYWAY; FILL WITH WPM
CONCRETE SPA WALL BY
COLORADO POOLSCAPES;
SLOPE TOP OF WALL
1/4"/12"
DRAIN BOWL IN STRUCT. SLAB,
COVERED W/ WIRE MESH
DRAINAGE MAT, CONTINOUS OVER
STRUCT. VAULT SLAB TO DRAIN BOWL
T.O. STRUCT.
VAULT SLAB
8,161' - 7 1/8"
SPA
8,160' - 6 1/4"12"SLAB
COMPRESSION
1 - CREEK LEVEL
8,168' - 3 1/4"
CONC. SLAB EDGE,
REF. STRUCT.
AMERICAN HYDROTECH 6125FR
WATERPROOFING MEMBRANE;
REINFORCE ALL PLYWOOD JOINTS &
TRANSITIONS W/ UNCURED NEOPRENE;
WRAP VERT. W.M. 12" ONTO ADJACENT
WALLS, TERMINATION BAR ALONG VERT.
EDGE
4" TRENCH DRAIN,
CUSTOM DURA TRENCH
SAND SET BASALT PAVER
W/ HYDRONIC SNOW MELT
1/2" DRAINAGE MAT (LOW DRAINAGE)
CONTINUOUS DOWN STRUCT. WALL
& OVER STRUCT. SLAB
MUD SET BASALT PAVER
W/ HYDRONIC SNOW MELT
(SURFACE DRAINAGE)
CONCRETE SPA WALL BY
COLORADO POOLSCAPES;
SLOPE TOP OF WALL
1/4"/12"
1/4" / 12"
1/4" / 12"4" 10"5"4 5/8"
Scale
Date
Drawn By
Project Number
As indicated
8/8/2018 2:28:53 PMA111
ENLARGED
NORTH PATIO /
SPAROW HOUSE 12VAIL ROWHOUSES, VAILCOLORADOBRM
08/01/2018
No. Description Date
1/2" = 1'-0" 1 CREEK LEVEL - NORTH PATIO PLAN
1/2" = 1'-0"4 SPA SECTION 1
1/2" = 1'-0"5 SPA SECTION 2
3" = 1'-0"6 SPA FOUNDATION DETAIL
3" = 1'-0" 2 SPA EDGE DETAIL
Locking Cover req'd at spa
30 Min shut off
req'd for fire pit
08/15/18
1
A5.01
1
A5.11
SHEET
DRAWING
SHEET
DRAWING
SHEET
DRAWING
BUILDING SECTION
WALL SECTION
1
A9.01 SHEET
DRAWING
DETAIL
INTERIOR ELEVATION
1
A6.01 SHEET
DRAWING
ENLARGED DETAIL
AREA OF DRAWING
TO BE ENLARGED
SECTION MATERIAL
GRAPHICS
23A
76H
PARTITION TYPE; RE:
PARTITION TYPE SCHEDULE
PARTITION TYPE; RE:
PARTITION TYPE SCHEDULE
PARTITION TYPE IDENTIFICATION
ACOUSTICAL PARTITION TYPE IDENTIFICATION
308 DOOR NUMBER
DOOR IDENTIFICATION
ROOM NAME
314
876.00 SF
ROOM
NUMBER
ROOM/SPACE/AREA IDENTIFICATION
ROOM NAME
ROOM AREA
A
1
COLUMN LETTER
COLUMN LETTER
COLUMN REFERENCE
GUIDE
STRUCTURAL GRID
ELEVATION
LEVEL NAME
BATT INSULATION
CONCRETE
UNDISTURBED OR
COMPACTED EARTH
POROUS FILL
(GRAVEL)
STEEL
ALUMINUM
MASONRY - BRICK
MASONRY -
CONCRETE BLOCK
RIDGID
INSULATION
GYPSUM PLASTER
PLYWOOD
FINISH WOOD
EXTERIOR ELEVATION
1
A4.01
A7.01
99
99
99
99
C1 WINDOW TYPESHEET
DRAWING
?
WINDOW IDENTIFICATION
KEYNOTE IDENTIFICATION
NOTE NUMBER
001
ASI
REVISION IDENTIFICATION
REVISION NUMBER
REVISION DESCRIPTION
ELEVATION DATUM IDENTIFICATION
Scale
Date
Drawn By
Project Number
3" = 1'-0"8/8/2018 2:42:16 PMA000
COVER SHEETROW HOUSE 12VAIL ROWHOUSES, VAILCOLORADOBRM
08/01/2018
1. DO NOT SCALE DRAWINGS.
2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO
BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH
WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES
IN THESE PARTICULAR AREAS.
4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER,
STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION
AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR
TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED.
5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS.
LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED
FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES,
CLOSET RODS AND FALSE BEAMS.
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE
FOR DOOR TYPES.
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW
SCHEDULE FOR WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN
CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING
FROM DRAWINGS.
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE
CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY
SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO
ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT.
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL
APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS.
THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE
INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE
CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT
CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND
REGIONAL CODES.
11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD
COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE
ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE,
STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY
AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION.
12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE
OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO
BEGINNING ANY SITE WORK.
13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS,
ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE &
SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES.
14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH
ARCHITECT'S WRITTEN APPROVAL.
15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL
CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS
TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB
WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY.
16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR
OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES.
17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL
EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION
AND VEGETATION IMPACTS TO THE SITE.
18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND
TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS
OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO
BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF
DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED
LANDSCAPE.
19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER.
20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH
LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND
LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT.
GENERAL NOTES:
Code:
INTERNATIONAL RESIDENTIAL CODE 2015
Zoning:
VAIL VILLAGE TOWNHOUSE DISTRICT
Occupancy Classification:
TYPE R DIV. 3 (SPRINKLERED)
PROJECT SUMMARY:
PROJECT TEAM:
ARCHITECTS:
K.H. WEBB ARCHITECTS
710 W. LIONSHEAD CIRCLE, UNIT A
VAIL, CO 81657
PH. 970.477.2990
CONTACTS:
KYLE H. WEBB kyle@khwebb.com
BRANDON MEYER brandon@khwebb.com
DESIGN CONSULTANT:
TREACY & EAGLEBURGER ARCHITECTS
3335 CONNECTICUT AVENUE, NW
WASHINGTON, DC 20008
PH. 202.362.5226
CONTACTS:
PHILLIP EAGLEBURGER
phil@treacyeagleburger.com
GENERAL CONTRACTOR:
SRE BUILDING ASSOCIATES
23698 HIGHWAY 24, SUITE D-2
MINTURN, COLORADO 81645
MAIL: PO BOX 6376
VAIL, COLORADO 81658
PH. 970.845.6359
CONTACT:
STEVE ELICKER steve@srebuilds.com
STRUCTURAL ENGINEER:
MONROE-NEWELL ENGINEERS, INC.
70 BENCHMARK ROAD, SUITE 204
AVON, COLORADO 81620
MAIL: PO BOX 1567
AVON, COLORADO 81620
PH: 970-949-7768
CONTACT:
PETER MONROE pmonroe@monroe-newell.com
GEOTECHNICAL ENGINEER:
HP KUMAR GEOTECHNICAL, INC
5020 COUNTY ROAD 154
GLENWOOD SPRINGS, CO 81601
PH: 970-945-7988
CONTACT:
STEVE PAWLAK, P.E. hpkglenwood@kumarusa.com
MECHANICAL/ELECTRICAL ENGINEER:
BG BUILDING WORKS
222 CHAPEL PLACE, UNIT AC-201
AVON, COLORADO 81620
PH: 970-949-6108
CONTACTS:
DAN KOELLIKER
LANDSCAPE ARCHITECT:
CERES LANDSCAPE ARCHITECTURE
PO BOX 2134
EAGLE, CO 81631
PH: 970-949-3286
CONTACT:
SCOTT SONES
SURVEYOR:
EAGLE VALLEY SURVEYING
P.O. BOX 1230
EDWARDS, CO 81632
970.949.1406
PH: 303-565-4963
CONTACT:
STAN HOGFELDT
VAIL ROW HOUSES - NUMBER 12
303 GORE CREEK DRIVE, UNIT 12
VAIL, COLORADO 81657
CONSTRUCTION V
08.01.18
Sheet Number Sheet Name PERMIT ISSUE - 1 JAN 2016CONSTRUCTION - 1 SEPT 17CONSTURCTION III - 02 FEB 18CONSTRUCTION IV - 04 MAY 18CONSTRUCTION V - 01 AUG 18S3.0 FRAMING DETAILS X X X X
S5.0 NORTH PATIO FRAMING PLAN X
MECHANICAL
M1 MECHANICAL - LOAD CALCS X X
M2 MECHANICAL - RESCHECK - ENVELOPE
ASSEMBLY
X X
M0.0 MECHANICAL COVER SHEET X
M0.1 MECHANICAL SCHEDULES X
M0.2 MECHANICAL SPECIFICATIONS X
M1.0 MECHANICAL SITE PLAN X
M2.0H CREEK & STREET LEVEL HVAC PLANS X
M2.0P CREEK & STREET LEVEL PIPING PLANS X
M2.1H 2ND LEVEL HVAC PLAN X
M2.1P 2ND LEVEL PIPING PLAN X
M3.1 MECHANICAL DIAGRAMS X
M3.2 MECHANICAL DIAGRAMS X
ELECTRICAL
E1 ELECTRICAL LOAD CALCS X X
E0.0 ELECTRICAL COVER SHEET X
E0.1 ELECTRICAL ONE-LINE DIAGRAM X
E0.2 ELECTRICAL SPECIFICATIONS X
E2.0 CREEK & STREET LEVEL ELECTRICAL POWER
PLANS
X
E2.1 2ND FLOOR ELECTRICAL POWER PLAN X
E2.2 ROOF ELECTRICAL PLAN X
E4.0 ELECTRICAL DIAGRAMS X
Sheet Number Sheet Name PERMIT ISSUE - 1 JAN 2016CONSTRUCTION - 1 SEPT 17CONSTURCTION III - 02 FEB 18CONSTRUCTION IV - 04 MAY 18CONSTRUCTION V - 01 AUG 18A505 EXTERIOR DETAILS X X
A506 WINDOW WELL DETAILS X X
INTERIOR
I1 INTERIOR PLANS X X X
I2 POWER AND LIGHTING X X X
I3 SCHEDULES, DOOR TYPES AND DETAILS X X X
I4 INTERIOR ELEVATIONS X X X
I5 INTERIOR ELEVATIONS X X X
I6 INTERIOR ELEVATIONS X X X
I7 INTERIOR ELEVATIONS X X X
I8 INTERIOR ELEVATIONS X X X
I9 INTERIOR ELEVATIONS X X X
I10 INTERIOR ELEVATIONS X X
I11 INTERIOR ELEVATIONS X X
I12 INTERIOR DETAILS X X X
STRUCTURAL
S1.0 GENERAL NOTES X X X X
S1.1 FOUNDATION DETAILS X X X X
S2.0 FOUNDATION PLAN X X X X
S2.1 MAIN LEVEL FRAMING PLAN X X X X
S2.2 SECOND FLOOR FRAMING PLAN X X X X
S2.3 ROOF FRAMING PLAN X X X X
Sheet Number Sheet Name PERMIT ISSUE - 1 JAN 2016CONSTRUCTION - 1 SEPT 17CONSTURCTION III - 02 FEB 18CONSTRUCTION IV - 04 MAY 18CONSTRUCTION V - 01 AUG 18GENERAL
A000 COVER SHEET X X X X X
A001 ARCHITECTURAL SITE PLAN X X X X X
LANDSCAPE
L1 SITE PLAN X X
L1.1 SITE PLAN & DETAILS X X
L1.2 FIRE PIT DETAILS X X
L2 PLANTING PLAN X X X
ARCHITECTURE
A100 FLOOR PLANS X X X X X
A103 ROOF PLAN X X X X X
A110 ENLARGED EXTERIOR SHELL PLANS X X X X
A111 ENLARGED NORTH PATIO X
A112 ENLARGED NORTH PATIO X X
A113 ENLARGED SOUTH PARKING / COURTYARD X
A120 RCP / ACOUSTIC PLANS X X X
A130 SOFFIT RCP X
A200 EXTERIOR ELEVATIONS X X X X X
A210 ENLARGED EXTERIOR ELEVATIONS X X X X
A211 ENLARGED EXTERIOR ELEVATIONS X X X X
A300 BUILDING SECTIONS X X X X X
A400 WALL SECTIONS X X X X X
A410 STAIR DRAWINGS X X X
A411 RAILINGS X X
A420 CHIMNEY X X
A430 UTILITY / TRASH ENCLOSURE X X X
A500 EXTERIOR DETAILS X X X X
A501 EXTERIOR DETAILS X X X
A502 EXTERIOR WINDOW/DOOR DETAILS X X X X
A503 EXTERIOR WINDOW/DOOR DETAILS X X X X
A504 INTERIOR WINDOW/DOOR DETAILS X X X X
No. Description Date
2 AMENDED 20 APR
17
3 CONSTRUCTION 01 SEPT
17
4 CONSTRUCTION
II
24 SEPT
17
10 CONTSTRUCTION
III
01 FEB
18
12 CONSTRUCTION
IV
07 MAY
18
14 CONSTRUCTION
V
01 AUG
18
INTERIOR DESIGNER:
GREGGA JORDAN SMIESZNY
314 WEST INSTITUTE PL.
CHICAGO, ILLINOIS 60610
PH. 312.787.0017
CONTACT:
JEROME GRIFFIN jerome@gjsinc.com
08/15/18