HomeMy WebLinkAboutInspection.533 W Hallam St.0285.2018 (16).ARBKCOMPOSITE METAL PANEL FASCIA
PANEL ATTACHMENT CLIP
ACCENT STRIP
INTERNAL PANEL MEMBERS
PREFINISHED METAL FLASHING
TO MATCH MTL PANEL SYSTEM
W-9
R-3
SLOPE
REF. ROOF PLAN
1/
2
"
13
7
/
8
"
3"
PA
N
E
L
M
O
D
U
L
E
1/
2
"
PA
N
E
L
M
O
D
U
L
E
MTL PANEL SYSTEM
INTERNAL PANEL MEMBERS
PANEL ATTACHMENT CLIP
ACCENT STRIP COLOR TO
MATCH PANELS
W-9
INTERIOR
EXTERIOR
MTL PANEL PER HPC
APPROVED COLOR
PANEL ATTACHMENT CLIP &
FASTENER
W-9
CORNER REINFORCEMENT CLIP
W-9
5/
8
"
5
1
/
2
"
1
1
/
2
"
1
1
/
2
"
5
1
/
2
"
5/
8
"
INTERIOR
EXTERIOR
W-10
W-10
MITERED CORNER W/ WOOD
GLUED JOINT
INTERIOR
EXTERIOR
W-11
W-10
1" X 1 3/4" -VERTICAL WOOD
TRIM PAINTED TO MATCH SIDING
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
T.O. PAVERS @ PATIO
100' - 1 1/2"
R-1F-7
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING
DETAILS
D
T.O. SHTHG @ MAIN LEVEL
100' - 0"
T.O. CONCRETE
99' - 6 3/4"
SPRAY FOAM INSULATION
R-15 MIN.
4"
A910
8
PRESSURE TREATED PLATES
CAPILLARY BREAK (TYP.)
6 X 6 WOOD COLUMN REF.
STRUCTURAL
WOOD FINISH
MITERED EDGES WITH
WOOD GLUE, TYP.
5
1
/
2
"
5 1/2"1/2"1/2"
1/
2
"
1/
2
"
A 1
1
/
4
"
8
9
T.O. FIN FLR @ UPPER LEVEL
110' - 7 1/2"
T.O. SHTHG @ UPPER LEVEL
110' - 4 1/2"
W-11
F-4 R-3
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
PREFINISHED METAL
FLASHING. FINISH TO
MATCH METAL CLADDING
SELF ADHERED FLASHING
OVER METAL FLASHING
6"
T.O. CONCRETE
99' - 9 3/4" REF STRUCT.
WS-1
W-1
SELF ADHERED FLASHING
OVER METAL FLASHING
PREFINISHED METAL FLASHING
UNDER DRAINAGE MAT AND
OVER FOUNDATION
INSULATION. FINISH TO MATCH
METAL PANEL CLADDING
MIN.
6"
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
F-7
T.O. PLY @ MAIN LEVEL
100' - 0"
SIM
CAPILLARY BREAK (TYP.)
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING
DETAILS
HOT FLUID APPLIED
WATERPROOFING TO EXTEND TO
TOP OF FOUNDATION
SELF ADHERED TRANSITION
MEMBRANE OVER INSULATED
SHEATHING PANEL 12" MIN. AND
FOUNDATION WATERPROOFING 6"
MIN.
B.O. WOOD SIDING
100' - 3 1/2"
OVERLAP SELF ADHERED
FLASHING WITH AIR AND
WATER BARRIER
1' - 0"
6"
PRESSURE TREATED PLYWOOD
(6" MIN. ABOVE GRADE)
PRESSURE TREATED PLYWOOD
PRESSURE TREATED PLATES
NO-INFILTRATION PERVIOUS
GRAVEL (FOR WATER QUALITY
TREATMENT) WHERE
INDICATED PER CIVIL
DRAWINGS.
L
T.O. PAVERS @ PATIO
100' - 1 1/2"
R-1
T.O. CONC. SLAB
99' - 5 3/4"
1/4" PRE-FINISHED
STEEL PLATE,
SLOTTED FOR
DRAINAGE
CONCRETE
PATIO SLAB REF.
STRUCT
SIM
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. CONC. WALL
98' - 11 3/4"
W-1 SIM
STEEL PLATE
CONNECTION REF.
STRUCTURAL
2' - 4"
R-1
DRILLED AND
EPOXIED BOLT
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
T.O. SHTHG @ MAIN LEVEL
100' - 0"
T.O. CONC. SLAB
98' - 3 1/4"
B.O. DECK / T.O. WALL
97' - 9 1/4"
EXISTING HISTORIC STUDS AND
PANELING VIF LOCATION AND
CONNECTION TO NEW STRUCTURAL
FOOTING WITH ARCHITECT AND
STRUCTURAL ENGINEER DURING DEMO
PHASE.
1/2" CEMENT BOARD W/
WATERPROOFING EXTENDED UP &
OVER A MIN. OF 6" ABOVE GRADE
SCRATCH COAT OVER CEMENT BOARD
TO MATCH EXISTING CONDITION, PER
APPROVED SAMPLE
PROPOSED GRADE TO MATCH
RELATIONSHIP OF EXISTING GRADE OF
HISTORIC HOUSE WHERE POSSIBLE.
MINIMUM OF 6" PER IRC 404.1.6. REF
CIVIL AND GRADING PLAN.
DRAINAGE MAT
SPRAY FOAM INSULATION R-15 MIN
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
CONCRETE FOUNDATION REF.
STRUCTURAL
PREFINISHED METAL FLASHING W/
DRIP EDGE
WATERPROOFINGWEEP SCREED
F-7
W-13SIM.
R-4
PRESSURE TREATED
PLATES W/ CAPILLARY
BREAK (TYP.)
6" MIN EAST SIDE
7 1/4"
6 X 6 WOOD
COLUMN REF.
STRUCTURAL
WOOD FINISH
MITERED EDGES
WITH WOOD GLUE,
TYP.
5 1/2"1/2"5 1/2"1/2"1 1/2"1/2"1/2"
A 1 1/4"
2 1/2"
1/2"
5 1/2"
1/2"
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T, A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2019
PROJECT NO:
Issue:
4/
1
7
/
2
0
2
0
1
:
1
9
:
2
0
P
M
DUNCAN RESIDENCE
533 W HALLAM ST ASPEN, CO 81611
A811
DETAILS -EXTERIOR
21708.00
SCALE 3" = 1'-0"A811
3 PANEL COPING @ LOW SLOPE ROOF EAST
SCALE 3" = 1'-0"A811
5 VERTICAL JOINT @ METAL PANEL EXT. WALL
SCALE 3" = 1'-0"A811
4 OUTSIDE CORNER @ METAL PANEL EXT. WALL
SCALE 3" = 1'-0"A811
1 OUTSIDE CORNER
SCALE 3" = 1'-0"A811
2 W-9 / W-8 INSIDE CORNER TRANSITION
1 02.04.2019 PRELIMINARY PRICING
2 05.28.2019 PRICING SET
3 10.09.2019 COA COMMENTS RESPONSE
01.08.2020 CHECK SET
02.24.2020 PERMIT COMMENTS ROUND 2
04.17.2020 PERMIT COMMENT RESPONSE
SCALE 3" = 1'-0"A811
7 FOUNDATION WALL @ LIVING
SCALE 3" = 1'-0"A811
8 TYPICAL WOOD COLUMN
SCALE 1 1/2" = 1'-0"A811
6 ROOF @ CLOSET
SCALE 1 1/2" = 1'-0"A811
10 TYPICAL FOUNDATION WALL @ WOOD JOIST
SCALE 1 1/2" = 1'-0"A811
11 GRADE BEAM @ PATIO EDGE
SCALE 1 1/2" = 1'-0"A811
12 FOUNDATION WALL @ EXISTING BAY WINDOW EAST
SCALE 3" = 1'-0"A811
9 TYPICAL WOOD COLUMNS
04/20/2020
04/21/2020
justinh
REVIEWED FOR
COMPLIANCE
04/21/2020 sarahy
BY HPC
W-1
T.O. CONC. @ CRAWL SPACE
79' - 9 3/8"
F-1
WATERPROOFING
WRAP HYDRODRAIN 302
PER. MANUFACTURER'S
RECOMMENDATIONS.
EXPANSION JOINT
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. FOOTING
79' - 3 3/8"
RADON MITIGATION
SYSTEM
GRANULAR DRAINAGE FILL
REF. CIVIL DRAWINGS
GEOTEXTILE FILTER FABRIC,
REF. CIVIL DRAWINGS
4" DIA. PERFORATED RIGID
DRAIN PIPE REF. CIVIL
DRAWINGS
CONCRETE FOOTING REF.
STRUCTURAL
T.O. CONC. @ BASEMENT
83' - 5"
F-1
W-3
EXPANSION JOINT
HYDRODUCT 220
HYDRODUCT COIL 600
REFERENCE SOIL RETENSION
DRAWINGS
CONNECTION PER MFG &
INSTRUCTIONS
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
CONCRETE FOOTING REF.
STRUCT.
RADON MITIGATION SYSTEM
T.O. CONC. @ BASEMENT
82' - 11"
SIM
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
T.O. SHTHG @ MAIN LEVEL
100' - 0"
W-2
EXISTING HISTORIC STUDS AND SIDING
VIF LOCATION AND CONNECTION TO NEW
STRUCTURAL FOOTING WITH ARCHITECT
AND STRUCTURAL ENGINEER DURING
DEMO PHASE.
WS-4
1/2" CEMENT BOARD W/ WATERPROOFING
EXTENDED UP & OVER A MIN. OF 6"
ABOVE GRADE
SCRATCH COAT OVER CEMENT BOARD TO
MATCH EXISTING CONDITION, PER
APPROVED SAMPLE
PROPOSED GRADE TO MATCH
RELATIONSHIP OF EXISTING GRADE OF
HISTORIC HOUSE WHERE POSSIBLE.
MINIMUM OF 6" PER IRC 404.1.6. REF
CIVIL AND GRADING PLAN.
DRAINAGE MAT
SPRAY FOAM INSULATION R-15 MIN
F-7
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
CONCRETE FOUNDATION REF.
STRUCTURAL
T.O. CONC.
99' - 9 3/4"
1 1/2"
PRESSURE TREATED PLATES W/
CAPILLARY BREAK (TYP.)
WATERPROOFING
WEEP SCREED
AB
SIM
1/2"
MIN.
6"
1/2"
3"
2 1/4"
WATERTABLE TRIM LOWERED ON WEST
SIDE OF HOUSE AS DIRECTED PER THE
HPC.
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
LK
T.O. SHTHG @ MAIN LEVEL
100' - 0"
CONCRETE SLAB SLOPED
1/4" PER FOOT
SPRAY FOAM INSULATION, R-15
MIN.
CONCRETE REF STRUCTURAL
W-1
A904
4
F-7
SPRAY FOAM INSULATION, R-39
MIN.
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
SIM
R-1
T.O. CONC. SLAB
99' - 5 3/4"
FINISH GRADE
CAPILLARY BREAK (TYP.)
PRESSURE TREATED PLATES
SIM
2" MIN. RIGID INSULATION (R-10)
2"
MIN.
6"
10
F-2
FIBER BOARD EXPANSION
JOINT
ALLEY GRAVEL
CONCRETE DRIVE UP FROM PROPERTY LINE TO
GARAGE ENTRY, REF. STRUCTURAL.
GARAGE DOOR
MICROPILE WALL, REF.
SOIL RETENSION
DRAWINGS
SLOPE
SPRAY FOAM INSULATION
R-15 MIN
T.O. CONC. WALL
99' - 6 3/4"
T.O. FIN. FLR @ GARAGE
100' - 2"
CONCCRETE FOUNDATION
WALL REF. STRUCTURAL
SEALANT
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
W-3SIM
LK
F-2
W-1
WS-1
PREFINISHED METAL FLASHING
UNDER DRAINAGE MAT AND
OVER FOUNDATION INSULATION.
FINISH TO MATCH METAL
CLADDING
SELF ADHERED FLASHING OVER
METAL FLASHING
T.O. CONC.
100' - 6"
EXPANSION JOINT
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
SIM
T.O. FIN. FLR @ GARAGE
100' - 2"
1 1/2"
T.O. WALL
99' - 6 3/4"
PRESSURE TREATED PLATE W/
CAPILLARY BREAK (TYP.)
HOT FLUID APPLIED WATER
PROOFING TO EXTEND TO
TOP OF FOUNDATION WALL
SELF ADHERED TRANSITION
MEMBRANE OVER INSULATED
SHEATHING PANEL 12" MIN.
AND FOUNDATION
WATERPROOFING 6" MIN.
B.O. WOOD SIDING
100' - 3 1/2"
OVERLAP SELF ADHERED
FLASHING WITH AIR AND WATER
BARRIER
6"
PRESSURE TREATED PLYWOOD
(6" MIN. ABOVE GRADE)
NO-INFILTRATION PERVIOUS
GRAVEL (FOR WATER QUALITY
TREATMENT) WHERE
INDICATED PER CIVIL
DRAWINGS.
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
C
T.O. SHTHG @ MAIN LEVEL
100' - 0"
R-1
SELF ADHERED FLASHING
OVER METAL FLASHING
PREFINISHED METAL FLASHING
OVER WATERPROOFING.
FINISH TO MATCH METAL PANEL
CLADDINGW-11
GRASS
CONCRETE REF STRUCTURAL
STEEL, REF. STRUCTURAL
T.O. PAVERS @ PATIO
100' - 1 1/2"
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
SPRAY FOAM INSULATION,
R-39 MIN.
F-8
SPRAY FOAM INSULATION,
R-19 MIN.
2"
HOT FLUID APPLIED
WATERPROOFING UP TO 6"
ABOVE GRADE
T.O. CONC. SLAB
99' - 5 3/4"
4"
PRESSURE TREATED PLATES W/
CAPILLARY BREAK (TYP.)
OVERLAP FOUNDATION
WATERPROOFING WITH AIR AND
WATER BARRIER
PRESSURE TREATED PLYWOOD
(6" MIN. ABOVE GRADE)
T.O. CONCRETE
99' - 9 3/4" REF STRUCT.
W-11
W-1
SELF ADHERED FLASHING
OVER METAL FLASHING
PREFINISHED METAL FLASHING
UNDER DRAINAGE MAT AND
OVER FOUNDATION
INSULATION. FINISH TO MATCH
METAL PANEL CLADDING
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
F-7
T.O. PLY @ MAIN LEVEL
100' - 0"
SIM
PRESSURE TREATED PLATES
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
HOT FLUID APPLIED
WATERPROOFING TO EXTEND
TO TOP OF FOUNDATION WALL
SELF ADHERED TRANSITION
MEMBRANE OVER INSULATED
SHEATHING PANEL 12" MIN.
AND FOUNDATION
WATERPROOFING 6" MIN.
B.O. WOOD SIDING
100' - 3 12"
OVERLAP SELF ADHERED
FLASHING WITH AIR AND
WATER BARRIER
PRESSURE TREATED PLYOOD
(6" MIN. ABOVE GRADE)
MIN.
6"
NO-INFILTRATION PERVIOUS
GRAVEL (FOR WATER QUALITY
TREATMENT) WHERE
INDICATED PER CIVIL
DRAWINGS.
PRESSURE TREATED PLATES
T.O. FIN FLR @ UPPER LEVEL
110' - 7 1/2"
T.O. SHTHG @ UPPER LEVEL
110' - 4 1/2"
F-3
WS-1
2X WOOD FASCIA TO MATCH
SIDING
LVL BEAM, REF. STRUCTURAL
6 X 6 WOOD WRAPPED WOOD
COLUMN REF STRUCT. FOR
COLUMN AND BEAM
CONNECTION
1/2"
3"
2 1/2"
A
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
1 1/4"
SELF ADHERED FLASHING
OVER PREFINISHED METAL
FLASHING
T.O. PAVERS @ PATIO
100' - 1 1/2"
T.O. F.F. @ GARAGE
100' - 2"
PREFINISHED METAL
FLASHING UNDER DRAINAGE
MAT AND OVER INSULATED
SHEATHING PANEL.
FINISH TO MATCH METAL
CLADDING
SELF ADHERED FLASHING OVER
METAL FLASHING
EXPANSION JOINT
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
PRESSURE TREATED PLATE W/
CAPILLARY BREAK (TYP.)
HOT FLUID APPLIED WATER
PROOFING TO EXTEND 6"
ABOVE GRADE
OVERLAP SELF ADHERED
FLASHING WITH AIR AND
WEATHER BARRIER
STEEL, REF. STRUCTURAL
CONCRETE, REF. STRUCTURAL
T.O. CONC.
100' - 6"
W-11
F-2
SPRAY FOAM INSULATION
R-39 MIN.
SPRAY FOAM INSULATION
R-19 MIN.
1 1/2"
SIM
PRESSURE TREATED PLYWOOD
(6" MIN. ABOVE GRADE)
OVERLAP FOUNDATION
WATERPROOFING WITH AIR
AND WEATHER BARRIER
2"
6"R-1
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T, A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2019
PROJECT NO:
Issue:
4/
1
7
/
2
0
2
0
1
:
1
9
:
2
0
P
M
DUNCAN RESIDENCE
533 W HALLAM ST ASPEN, CO 81611
A812
DETAILS -EXTERIOR
21708.00
SCALE 1 1/2" = 1'-0"A812
1 FOUNDATION @ MECHANICAL CRAWL SPACE
SCALE 1 1/2" = 1'-0"A812
4 CRAWLSPACE FOUNDATION FOOTING @ MICRO PILES
SCALE 1 1/2" = 1'-0"A812
2 FOUNDATION @ OFFICE WEST
SCALE 1 1/2" = 1'-0"A812
6 FOUNDATION WALL @ STAIR HALL
SCALE 1 1/2" = 1'-0"A812
5 FOUNDATION WALL @ GARAGE DOOR
SCALE 1 1/2" = 1'-0"A812
8 FOUNDATION WALL @ GARAGE SLAB - EAST
SCALE 1 1/2" = 1'-0"A812
7 FOUNDATION @ MUDROOM WEST WALL
SCALE 1 1/2" = 1'-0"A812
9 TYPICAL FOUNDATION WALL @ PANTRY - EAST
SCALE 1 1/2" = 1'-0"A812
3 COLUMN BELOW MASTER BATH
1 02.04.2019 PRELIMINARY PRICING
2 05.28.2019 PRICING SET
3 10.09.2019 COA COMMENTS RESPONSE
01.08.2020 CHECK SET
02.24.2020 PERMIT COMMENTS ROUND 2
04.17.2020 PERMIT COMMENT RESPONSE
SCALE 1 1/2" = 1'-0"A812
10 FOUNDATION WALL @ GARAGE SLAB - SOUTH
04/20/2020
04/21/2020
justinh
F-1
W-2 SIM
EXPANSION JOINT
HYDRODUCT 220
HYDRODUCT COIL 600
CONNECTION PER MFG &
INSTRUCTIONS
T.O. CONC. @ BASEMENT
83' - 5"
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
RADON MITIGATION SYSTEM
CONCRETE FOOTING REF.
STRUCUTRAL
T.O. FOOTING
82' - 11"
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
T.O. SHTHG @ MAIN LEVEL
100' - 0"
W-1
PREFINISHED METAL FLASHING W/ DRIP
EDGE
SCRATCH COAT OVER CEMENT BOARD TO
MATCH EXISTING CONDITION, PER
APPROVED SAMPLE
PROPOSED GRADE TO MATCH
RELATIONSHIP OF EXISTING GRADE OF
HISTORIC HOUSE WHERE POSSIBLE.
MINIMUM OF 6" PER IRC 404.1.6. REF
CIVIL AND GRADING PLAN.
F-7
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. CONC.
99' - 9 3/4" REF. STRUCT.
PRESSURE TREATED PLATES W/
CAPILLARY BREAK (TYP.)
W-13
WEEP SCREED
1/2" CEMENT BOARD W/ WATERPROOFING
EXTENDED UP AND OVER A MIN. OF 6"
ABOVE GRADE
EXISTING HISTORIC STUDS AND PANELING
VIF LOCATION AND CONNECTION TO NEW
STRUCTURAL FOOTING WITH ARCHITECT
AND STRUCTURAL ENGINEER DURING
DEMO PHASE
SIM
SIM
6" MIN.
7 3/4"
T.O. CONC. @ BASEMENT
83' - 5"
F-1
W-1
EXPANSION JOINT
SIM
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. FOOTING
82'-11"
RADON MITIGATION
SYSTEM
GRANULAR DRAINAGE FILL
REF. CIVIL DRAWINGS
GEOTEXTILE FILTER FABRIC,
REF. CIVIL DRAWINGS
4" DIA. PERFORATED RIGID
DRAIN PIPE REF. CIVIL
DRAWINGS
CONCRETE FOOTING REF.
STRUCTURAL
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
F
T.O. SHTHG @ MAIN LEVEL
100' - 0"
SLOPE TO DRAIN
WSI-5
GARAGE MUDROOM
T.O. FIN. FLR. @ GARAGE
100' - 2"
T.O. CONC.
100' - 6"
LVL LEDGER REF. STRUCTURAL
BOLTED CONNECTION REF.
STRUCTURAL
F-8
PRESSURE TREATED PLATE W/
CAPILLARY BREAK (TYP.)
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
W-4
HYDRODUCT COIL 600
CONNECTION PER MFG
& INSTRUCTIONS
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
CONCRETE FOOTING
REF. STRUCT
T.O. FOOTING
82'-11"
C
T.O. PAVERS @ PATIO
100' - 1 1/2"
T.O. CONC. WALL
99' - 9"
T.O. CONC. SLAB
99' - 5 3/4"
4 1/2" X 4 1/2" X 1/4
PRE FINISHED STEEL
ANGLE
ALUMINUM GRATE PER
CODE
1 1/2" X 1 1/2" X 1/4"
PRE FINISHED STEEL
ANGLE
CONCRETE FOUNDATION
WALL REF. STRUCTURAL
2"
2"
1/4"
2"
1/2"
3"
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
R-1
W-8 SIM
T.O. FIN FLR @ MAIN LEVEL
100' - 3"
T.O. PAVERS @ PATIO
100' - 1 1/2"
R-1
SPRAY FOAM INSULATION
R-15 MIN.
A910
1
STEEL BEAM REF. STRUCTURAL
G
T.O. CONC. SLAB
99' - 5 3/4"
VERIFY CEILING CONDITIONS
AT SIM.
F-7
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
PRESSURE TREATED TOP PLATES
SIM.
T.O. STEEL
99' - 9 3/4"
STEEL ANGLE REF. STRUCT
R-1
W-2
SIM
T.O. PAVERS @ PATIO
100' - 1 1/2"
T.O. CONC. SLAB
99' - 5 3/4"
SPRAY FOAM INSULATION
R-15 MIN.
REF. WATERPROOFING
CONSULTANT DRAWINGS FOR
MEMBRANE AT ONE SIDED POUR
STABILIZATION WALL
REF. STRUCTURAL AND SOIL
RETENTION DRAWINGS FOR ONE
SIDED POUR STABILIZATION
WALL
F-10
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. CONC. WALL
98' - 11 3/4"
T.O. SHTHG @ MAIN LEVEL
100' - 0"
R-1 R-4
6 X 6 WOOD CLAD COLUMN, REF
STRUCTURAL
COLUMN BASE REF. STRUCTURAL
WATERPROOFING
MICROPILE WALL DEMO CAP AS
NECESSARY. VERIFY LOCATIONS
WITH ENGINEER.
STEEL REF. STRUCTURAL
NOTE:
REF. WATERPROOFING
DRAWINGS FOR
WATERPROOFING DETAILS
T.O. CONC. SLAB
99' - 5 3/4"
T.O. PAVERS @ PATIO
100' - 1 1/2"
EXPANSION JOINT
SPRAY FOAM INSULATION, R-49 MIN.
W-3 SIM
WOOD COLUMN CONNECTION REF.
STRUCTURAL
AB
2"
T.O. STEEL
98' - 11 3/4"
1 1/4"
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T, A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2019
PROJECT NO:
Issue:
4/
1
7
/
2
0
2
0
1
:
1
9
:
2
1
P
M
DUNCAN RESIDENCE
533 W HALLAM ST ASPEN, CO 81611
A813
DETAILS -EXTERIOR
21708.00
1 05.28.2019 PRICING SET
2 10.09.2019 COA COMMENTS RESPONSE
01.08.2020 CHECK SET
02.24.2020 PERMIT COMMENTS ROUND 2
04.17.2020 PERMIT COMMENT RESPONSE
SCALE 1 1/2" = 1'-0"A813
1 FOUNDATION FOOTING @ SOIL NAIL
SCALE 1 1/2" = 1'-0"A813
2 FOUNDATION @ NORTH BAY WINDOW
SCALE 1 1/2" = 1'-0"A813
4 FOUNDATION FOOTING
SCALE 1 1/2" = 1'-0"A813
3 GARAGE / MUDROOM
SCALE 1 1/2" = 1'-0"A813
7 FOUNDATION @ LIGHT WELL
SCALE 1 1/2" = 1'-0"A813
8 LIGHTWELL @ PATIO
SCALE 1 1/2" = 1'-0"A813
9 PAVERS @ CASUAL DINING
SCALE 1 1/2" = 1'-0"A813
6 PAVERS @ PATIO GREEN ROOF
SCALE 1 1/2" = 1'-0"A813
5 COLUMN @ PATIO
04/20/2020
04/21/2020
justinh
REVIEWED FOR
COMPLIANCE
04/21/2020 sarahy
BY HPC