HomeMy WebLinkAboutFile Documents.614 North St.0248.2017 (86).ARBKDRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
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L
I
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E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-001
ZONING SUMMARY
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
614 W NORTH STREET
Proposed Development Single Family | Remodel/Addition
Parcel #273512112006
Zone District R-6
Setbacks Existing Allowed (Principal)Allowed (Accessory)Proposed (Principal)Proposed (Accessory)Reference
Front 10 ft 10 ft N/A 10 ft N/A 26.710.040
Rear 5 ft 5 ft N/A 5 ft N/A 26.710.040
Combined Front/Rear N/A N/A N/A N/A N/A 26.710.040
Side 5 ft 5 ft N/A 5 ft N/A 26.710.040
Combined Side N/A N/A N/A N/A N/A 26.710.040
Distance between Buildings 10 ft 10 ft N/A 10 ft N/A 26.710.040
Corner Lot No 26.710.040
Supplemental Breakdown Info Existing Required Proposed Reference
Net Leasable/Comm SQ FT 0 Not req'd for residential N/A 26.710.180
Open Space %0 R-6 N/A 26.710.180
Site Coverage 0 0-5,999 No Limitation 40.89%Z-004
On-Site Parking N/A N/A N/A
Site Coverage Existing Required Proposed Reference
Gross Lot Area (sq ft)4065.00 4065.00 Z-004
Area of Building Footprint (sq ft)1555.00 1662.00 Z-004
Site Coverage %38.25%40.89%Z-004
Transferable Development Right (TDR)
Received TDR Certificate No
Sent TDR Certificate No
Transferred TDR Certificate No
Land Value Summary 614 W North Street Reference
Actual Value $2,480,000 Pitkin County Assessor
Assessed Value $178,560 Pitkin County Assessor
Zoning Allowance & Project Summary
Allowable Floor Area
614 W NORTH STREET
Allowable Floor Area Reference
26.710.040
Unique Approvals Reference
Variances Reference
Exemptions Reference
Garage Exemption Table 26.575.020-2
Deck Exemption
Floor Area Summary Existing Gross (Sq Ft)Existing Countable Floor Area (Sq Ft)Proposed Gross (Sq Ft)Proposed Countable Floor Area (Sq Ft)Reference
Lower Level 1,249.75 164.05 1,645.75 98.58 Z-010X, Z-013
Main Level 1,280.00 1,280.00 1,374.50 1,374.50 Z-011X, Z-014
Garage (located on Main Level)251.75 0.88 251.75 0.88 Z-011X, Z-014
Upper Level 1,373.00 1,334.75 1,372.00 1,304.50 Z-012X, Z-015
Deck Area 81.00 0.00 161.00 0.00 Z-012X, Z-015
TOTAL 4,235.50 2,779.68 4,805.00 2,778.46
NOTE:
N/A
First 250 sq ft exempt
Next 251-500 sq ft to exlude 50% of area
15% of 4,080 allowable flor area per R-6
N/A
The allowable floor area of 2,779.67 is based on existing conditions. This is an existing, non-conforming floor area that is currently over the allowable floor
area for thie current site of 2670 sq ft.
Net Lot Area
614 W NORTH STREET
Zone District Requirements Reference
Min. Gross Lot Area (per R-6)6,000 sq ft 26.710.040
Min. Net Lot Area (per R-6)4,500 sq ft 26.710.040
Lot Size Per Survey Reference
Reductions for area with slopes 0%-20% (100% of parcel area to be
included in Net Lot Area)N/A
Reductions for area with slopes 20%-30% (50% of parcel area to be
included in Net Lot Area)N/A
Reductions for area with slopes greater than 30% (0% of parcel area to be
included in Net Lot Area)N/A
Total Area Reductions 0
Net Lot Area 4065 sq ft
10/11/17
Please rewrite this.. The allowable FA is not based on existing
conditions but rather what the code allows for. The allowable
FA = 2,698.2
15% of 2698.2 = 404.73
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-002
RDS COMPLIANCE
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
Residential Design Standards
Administrative Compliance Review Applicant Checklist
Standard Complies Alternative
Compliance N/A Sheet #(s)/Notes
B.1.Articulation of Building Mass
(Non-flexible)
B.2.Building Orientation
(Flexible)
B.3.Build-to Requirement
(Flexible)
B.4.One Story Element
(Flexible)
C.1.Garage Access
(Non-flexible)
C.2.Garage Placement
(Non-flexible)
C.3.Garage Dimensions
(Flexible)
Instructions: Please fill out the checklist below, marking whether the proposed design complies with the applicable standard as written or is requesting Alternative Compliance (only
permitted for Flexible standards). Also include the sheet #(s) demonstrating the applicable standard. If a standard does not apply, please mark N/A and include in the Notes section why
it does not apply. If Alternative Compliance is requested for a Flexible standard, include in the Notes section how the proposed design meets the intent of the standard(s). Additional
sheets/graphics may be attached.
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Address:
Parcel ID:
Zone District/PD:
Representative:
Email:
Phone:
Page 1 of 2
Z-003X, Z-003, Z-102: Not applicable, the existing garage is accessed from a
private alley and access to the residence is to remain unchanged.
Z-003X, Z-003, Z-102: The existing garage is accessed from a private alley and
access to the residence is to remain unchanged.
Z-003X, Z-003, Z-102: The existing garage is accessed from a private alley and
access to the residence is to remain unchanged.
Z-003, Z-201: The front loggia is recessed at least six (6) feet from the front facade and has a
width equivalent to at least 20% of the building's overall width. The loggia is open on two sides
and is street facing.
Z-003X: Not applicable, the existing non-conforming footprint is not within 60%
of the front yard setback line.
Z-003X, Z-003: Not applicable, the existing footprint is to be utilized.
Z-102X, Z-102: Not applicable, the existing structure has a non-conforming building
depth of 59'-8". The proposed depth of residence is to remain unchanged.
4
4
4
4
4
4
4
(405) 314-5104R-6
rlee@forumphi.com273512112006
Ryan Lee614 W NORTH ST
Standard Complies Alternative
Compliance N/A Sheet #(s)/Notes
C.4.Garage Door Design
(Flexible)
D.1.Entry Connection
(Non-flexible)
D.2.Door Height
(Flexible)
D.3.Entry Porch
(Flexible)
E.1.Principle Window
(Flexible)
E.2.Window Placement
(Flexible)
E.3.Nonorthogonal Window Limit
(Flexible)
E.4.Lightwell/Stairwell Location
(Flexible)
E.5.Materials
(Flexible)
Residential Design Standards
Administrative Compliance Review Applicant Checklist
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Page 2 of 2
Z-201, Z-202, Z-203: The quality, details, and application of the proposed
exterior materials are consistent on all sides of the building. 4
Z-003X, Z-003, Z-101, Z-102: Proposed lightwells are located behind the front
most wall on the street facing facade. 4
Z-201: There are no non-orthogonal windows on the street-facing facade in this
proposed design. 4
Z-201, Z-202, Z-203: No windows in this proposed design span more than one
story vertically.4
Z-201: The proposed design has a group of windows on the front facade that
when measured is greater than four (4) feet by four (4) feet. 4
Z-201: The front porch in this proposed design is no more than one-story in
height. 4
Z-201: All doors facing the street in this proposed design are not taller than
eight (8) feet. 4
4
4
Z-102, Z-201: The street facing entry door is not set back more than ten (10)
feet from the principal facade.
Z-003, Z-203: The garage is a one-car garage with a single door.
10/11/17
In the future, please
include the RDS
Approval signed by a
planner as well as
the stamped
approved RDS
drawings
EXISTING CONIFEROUS TREE
TO BE REMOVED
EXISTING DECIDUOUS TREE
TO BE REMOVED
EXISTING CONIFEROUS
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
ASPHALT/PAVEMENT
DRIVEWAY
EXTERIOR DECK
IMPERVIOUS PAVERS
EXISTING DRIVEWAY TO
BE REMOVED
GRAVELEXISTING BUSHES TO BE
REMOVED
CABLE
ELECTRIC LINE
TELEPHONE LINE
SEWER LINE
PERVIOUS PAVERS
TOPOGRAPHY LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
10'-0"
5'-0"
5'-0"
5'-0"
10'-0"
T.O. PAVER
99'-6"
T.O. PLY
100'-0"
T.O.CONC
99'-11 1/2"
40
3
22
22
ELECTRIC TRANSFORMER
7891
7 8 9 1
7 8 9 0
7 8 9 0
7892
EXISTING DRIVEWAY TO
REMAIN
WEST NORTH STREET
EXISTING PORCH TO BE
REMOVED
7891
FRONT YARD
SETBACK
SIDE YARD
SETBACK
ALLEY
A/C
SIDE YARD
SETBACK
REAR YARDSETBACK
7 8 9 0
E
G
LEGAL ADDRESS: 614 W NORTH ST
ZONE DISTRICT : R-6
LOT SIZE: 4,050 SQFT
PROJECT 100'-0" = 7891'-9"
624 W NORTH STREET
LOT 13
610 W NORTH STREET
LOT 16
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
REAR YARDSETBACK
EXISTING FOOTPRINT TO REMAIN
COVERED PORCH
RESIDENCE IS ACCESSED
FROM PRIVATE ALLEY
A/C A/C
35'
35'
19'
21'
14'
6'6'6'
6'9'9'
12" CMP
EXISTING LIGHT WELLEXISTING LIGHT WELL
EXISTING LIGHT WELL
EXISTING PATIO
TO BE REMOVED
EXISTING FENCE
EXISTING FENCE
MAILBOX
WOOD RETAINING WALL
EXISTING SIDEWALK TO BE REMOVED
EXISTING TRENCH DRAIN
WOOD RETAINING WALLWOOD RETAINING WALL
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'12'SCALE: 3/16" = 1'-0"
EXISTING SITE PLAN
STEVEN
WILSON
402127
STA T E O F COLO
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WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-003X
EXISTING SITE PLAN
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
EXISTING CONIFEROUS TREE
TO BE REMOVED
EXISTING DECIDUOUS TREE
TO BE REMOVED
EXISTING CONIFEROUS
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
ASPHALT/PAVEMENT
DRIVEWAY
EXTERIOR DECK
IMPERVIOUS PAVERS
EXISTING DRIVEWAY TO
BE REMOVED
GRAVELEXISTING BUSHES TO BE
REMOVED
CABLE
ELECTRIC LINE
TELEPHONE LINE
SEWER LINE
PERVIOUS PAVERS
10'-0"
5'-0"
5'-0"
5'-0"
35'-81/4"
7'-97/8"
10'-0"
T.O. PAVER
99'-6"
T.O. PAVER
99'-10"
T.O. PLY
100'-0"
T.O.CONC
99'-11 1/2"
54.7731°
20.3799°
29.1112°
75.7966°
40
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28
9
29
27
28
9
29
27
28
9
29
4
3
13
13
57
53
53
ELECTRIC TRANSFORMER
7891
7 8 9 1
7 8 9 0
7 8 9 0
7892
EXISTING DRIVEWAY TO
REMAIN
WEST NORTH STREET
7891
FRONT YARD
SETBACK
SIDE YARD
SETBACK
ALLEY
SIDE YARD
SETBACK
REAR YARDSETBACK
7 8 9 0
LEGAL ADDRESS: 614 W NORTH ST
ZONE DISTRICT : R-6
LOT SIZE: 4,050 SQFT
PROJECT 100'-0" = 7891'-9"
624 W NORTH STREET
LOT 13
610 W NORTH STREET
LOT 16
2 8 '-1 3 /4 "
18'-111/4"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
REAR YARDSETBACK
PATIO <6" OF GRADE
RESIDENCE IS ACCESSED
FROM PRIVATE ALLEY
A/C A/C
TRASH35'
35'
19'
21'
14'
6'6'6'
6'9'9'
12" CMP
MAILBOX
TOPOGRAPHY LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'12'SCALE: 3/16" = 1'-0"
PROPOSED SITE PLAN
STEVEN
WILSON
402127
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WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-003
PROPOSED SITE PLAN
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
7'
-
7
"
For this window well
to be in the setback,
it needs to be the
minimum necessary
for building code
compliance. this
would be no larger
than 3' x 6' since it
serves two bedrooms
- please revise.
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-004
SITE COVERAGE
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
2.25 sq ft
2.25 sq ft
GROSS LOT SIZE
BUILIDING FOOTPRINT
SITE COVERAGE LEGEND
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
EXISTING BUILDING
FOOTPRINT
1,555.00 sq ft
MAXIMUM SITE
COVERAGE PER R-6
0-5,999 sq ft - NO LIMITATION
SITE COVERAGE
38.25%
GROSS LOT AREA
4,065 sq ft
NET LOT AREA
4,065 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1
1
GROSS LOT AREA
4,065 sq ft
NET LOT AREA
4,065 sq ft
BUILDING FOOTPRINT
1,662.00 sq ft
MAXIMUM SITE
COVERAGE PER R-6
0-5,999 sq ft - NO LIMITATION
SITE COVERAGE
40.89%
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
N04'8'16'SCALE: 1/8" = 1'-0"
EXISTING SITE COVERAGE
0 4'8'16'SCALE: 1/8" = 1'-0"
PROPOSED SITE COVERAGE 10/11/17
EXISTING CONIFEROUS TREE
TO BE REMOVED
EXISTING DECIDUOUS TREE
TO BE REMOVED
EXISTING CONIFEROUS
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
ASPHALT/PAVEMENT
DRIVEWAY
EXTERIOR DECK
IMPERVIOUS PAVERS
EXISTING DRIVEWAY TO
BE REMOVED
GRAVELEXISTING BUSHES TO BE
REMOVED
CABLE
ELECTRIC LINE
TELEPHONE LINE
SEWER LINE
PERVIOUS PAVERS
10'-0"
5'-0"
5'-0"
5'-0"
1'-6"
3'-7"
54.9723°
20.1832°
49.7150°
55.1929°
51
FRONT YARD
SETBACK
SIDE YARD
SETBACK
SIDE YARD
SETBACK
SIDE YARDSETBACK
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
UPPER LEVEL
DECK BELOW
2 8 '-0 "
1
3
'-
5
"
23
23
14
23
23
35
23
23
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
TOPOGRAPHY LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'12'SCALE: 3/16" = 1'-0"
SETBACKS AND PROJECTIONS
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-005
SETBACKS |
PROJECTIONS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
The mechanical engineer talked
about an exterior chiller unit. If
so, please show it on this
drawing. if it is within the
setbacks, it needs to meet all of
the restrictions in
26.575.020.E.5, Allowed
Projections into Setbacks.
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-006
WALL DEMOLITION
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1
1
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
TYP.
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
E E
B B
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
14.00 sq ft14.00 sq ft
273.75 sq ft
10.25 sq ft3.50 sq ft 23.50 sq ft
160.00 sq ft
343.25 sq ft
217.75 sq ft
40.75 sq ft
21.25 sq ft
10.00 sq ft 9.25 sq ft 9.25 sq ft
67.25 sq ft
4.00 sq ft
4.00 sq ft 4.00 sq ft
21.25 sq ft
25.25 sq ft
8.50 sq ft
8.50 sq ft 13.75 sq ft
13.75 sq ft
8.50 sq ft
34.00 sq ft
14.00 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
30.75 sq ft
352.50 sq ft
100.25 sq ft 50.00 sq ft
311.00 sq ft
178.00 sq ft
115.75 sq ft
155.75 sq ft
116.25 sq ft
127.00 sq ft
52.25 sq ft
293.00 sq ft
86.75 sq ft
170.00 sq ft
55.50 sq ft
52.25 sq ft 110.25 sq ft
95.25 sq ft 95.25 sq ft
1 2 3 4 5 6 7 8
9 10 11 12 13 14 16 17 1815
26.75 sq ft
Existing Wall Demolition Calculations
614 W NORTH ST
Wall Demolition
Wall Label Individual Wall Area (Sq Ft)
Area Reduced for Fenestration
(Sq Ft)
Area of Wall to be Removed
(Sq Ft)
1 273.75 65.25 160.00
2 352.50 54.75 0.00
3 100.25 0.00 100.25
4 50.00 0.00 50.00
5 311.00 31.25 0.00
6 293.75 18.50 0.00
7 155.75 67.25 0.00
8 217.75 12.00 30.75
9 343.25 46.50 116.25
10 52.25 0.00 52.25
11 127.00 0.00 127.00
12 52.25 0.00 52.25
13 293.00 17.00 0.00
14 110.25 0.00 26.75
15 95.25 17.00 95.25
16 86.75 27.50 86.75
17 95.25 17.00 95.25
18 170.00 42.50 55.00
Wall Surface Area Total (Sq Ft)3,180.00
Area Reduced for Fenestration (Sq Ft)416.50
Area Used For Demo Calculation 2763.50
Wall Surface Area to be Removed (Sq Ft)1,047.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)5,021.50
Roof + Wall Surface Area to be Removed (Sq Ft)1,203.00
Total 23.96%
N04'8'16'SCALE: 1/8" = 1'-0"
LOWER LEVEL DEMOLITION PLAN
0 4'8'16'SCALE: 1/8" = 1'-0"
DEMOLITION CALCULATIONS
10/11/17
There is no reason to include wall demolition
drawings or calculations for the sub-grade
space, because demolition is only above
grade walls and roof.
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-007
WALL DEMOLITION
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1
2 3
4 5
6
7
8
910
11
1213
14
15
16
17
18
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
14.00 sq ft14.00 sq ft
273.75 sq ft
10.25 sq ft3.50 sq ft 23.50 sq ft
160.00 sq ft
343.25 sq ft
217.75 sq ft
40.75 sq ft
21.25 sq ft
10.00 sq ft 9.25 sq ft 9.25 sq ft
67.25 sq ft
4.00 sq ft
4.00 sq ft 4.00 sq ft
21.25 sq ft
25.25 sq ft
8.50 sq ft
8.50 sq ft 13.75 sq ft
13.75 sq ft
8.50 sq ft
34.00 sq ft
14.00 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
30.75 sq ft
352.50 sq ft
100.25 sq ft 50.00 sq ft
311.00 sq ft
178.00 sq ft
115.75 sq ft
155.75 sq ft
116.25 sq ft
127.00 sq ft
52.25 sq ft
293.00 sq ft
86.75 sq ft
170.00 sq ft
55.50 sq ft
52.25 sq ft 110.25 sq ft
95.25 sq ft 95.25 sq ft
1 2 3 4 5 6 7 8
9 10 11 12 13 14 16 17 1815
26.75 sq ft
Existing Wall Demolition Calculations
614 W NORTH ST
Wall Demolition
Wall Label Individual Wall Area (Sq Ft)
Area Reduced for Fenestration
(Sq Ft)
Area of Wall to be Removed
(Sq Ft)
1 273.75 65.25 160.00
2 352.50 54.75 0.00
3 100.25 0.00 100.25
4 50.00 0.00 50.00
5 311.00 31.25 0.00
6 293.75 18.50 0.00
7 155.75 67.25 0.00
8 217.75 12.00 30.75
9 343.25 46.50 116.25
10 52.25 0.00 52.25
11 127.00 0.00 127.00
12 52.25 0.00 52.25
13 293.00 17.00 0.00
14 110.25 0.00 26.75
15 95.25 17.00 95.25
16 86.75 27.50 86.75
17 95.25 17.00 95.25
18 170.00 42.50 55.00
Wall Surface Area Total (Sq Ft)3,180.00
Area Reduced for Fenestration (Sq Ft)416.50
Area Used For Demo Calculation 2763.50
Wall Surface Area to be Removed (Sq Ft)1,047.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)5,021.50
Roof + Wall Surface Area to be Removed (Sq Ft)1,203.00
Total 23.96%
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
MAIN LEVEL DEMOLITION PLAN
0 4'8'16'SCALE: 1/8" = 1'-0"
DEMOLITION CALCULATIONS
10/11/17There is a whole
section of wall being
cut out here for the
new chimney - revise
This window is
changing shape -
revise
There is a new door
being cut in here -
revise
The bank of windows
is changing shape -
revise
A new opening is
being cut in here.
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-008
WALL DEMOLITION
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
14.00 sq ft14.00 sq ft
273.75 sq ft
10.25 sq ft3.50 sq ft 23.50 sq ft
160.00 sq ft
343.25 sq ft
217.75 sq ft
40.75 sq ft
21.25 sq ft
10.00 sq ft 9.25 sq ft 9.25 sq ft
67.25 sq ft
4.00 sq ft
4.00 sq ft 4.00 sq ft
21.25 sq ft
25.25 sq ft
8.50 sq ft
8.50 sq ft 13.75 sq ft
13.75 sq ft
8.50 sq ft
34.00 sq ft
14.00 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
8.50 sq ft
30.75 sq ft
352.50 sq ft
100.25 sq ft 50.00 sq ft
311.00 sq ft
178.00 sq ft
115.75 sq ft
155.75 sq ft
116.25 sq ft
127.00 sq ft
52.25 sq ft
293.00 sq ft
86.75 sq ft
170.00 sq ft
55.50 sq ft
52.25 sq ft 110.25 sq ft
95.25 sq ft 95.25 sq ft
1 2 3 4 5 6 7 8
9 10 11 12 13 14 16 17 1815
26.75 sq ft
Existing Wall Demolition Calculations
614 W NORTH ST
Wall Demolition
Wall Label Individual Wall Area (Sq Ft)
Area Reduced for Fenestration
(Sq Ft)
Area of Wall to be Removed
(Sq Ft)
1 273.75 65.25 160.00
2 352.50 54.75 0.00
3 100.25 0.00 100.25
4 50.00 0.00 50.00
5 311.00 31.25 0.00
6 293.75 18.50 0.00
7 155.75 67.25 0.00
8 217.75 12.00 30.75
9 343.25 46.50 116.25
10 52.25 0.00 52.25
11 127.00 0.00 127.00
12 52.25 0.00 52.25
13 293.00 17.00 0.00
14 110.25 0.00 26.75
15 95.25 17.00 95.25
16 86.75 27.50 86.75
17 95.25 17.00 95.25
18 170.00 42.50 55.00
Wall Surface Area Total (Sq Ft)3,180.00
Area Reduced for Fenestration (Sq Ft)416.50
Area Used For Demo Calculation 2763.50
Wall Surface Area to be Removed (Sq Ft)1,047.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)5,021.50
Roof + Wall Surface Area to be Removed (Sq Ft)1,203.00
Total 23.96%
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
UPPER LEVEL DEMOLITION PLAN
0 4'8'16'SCALE: 1/8" = 1'-0"
DEMOLITION CALCULATIONS
10/11/17
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-009
ROOF DEMOLITION
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
A
B
C
D
E
F
G
H
I
J
K
O
L
M
N
P
Q
R
S
T
U
VE E
B B
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW ROOF
ROOF DEMO LEGEND
16.25 sq ft
18.75 sq ft
4.75 sq ft
4.75 sq ft
29.75 sq ft
24.50 sq ft
19.50 sq ft
233.50 sq ft
218.25 sq ft
15.25 sq ft
15.25 sq ft
254.75 sq ft 430.25 sq ft
370.50 sq ft
78.25 sq ft
194.50 sq ft
36.50 sq ft
233.50 sq ft
15.25 sq ft
15.25 sq ft
9.25 sq ft
19.50 sq ft
6.75 sq ft
1.50 sq ft
A
B
C
D
E F
G
H
I
J
K
O
L
M
N
P
Q R
S
T
U
V
Existing Roof Demolition Calculations
614 W NORTH ST
Roof Label Individual Roof Area (Sq Ft)
Area Reduced for Fenestration
(Sq Ft)
Area of Roof to be Removed
(Sq Ft)
A 18.75 0.00 18.75
B 4.75 0.00 4.75
C 4.75 0.00 4.75
D 16.25 0.00 16.25
E 29.75 0.00 29.75
F 15.25 0.00 0.00
G 15.25 0.00 0.00
H 15.25 0.00 0.00
I 15.25 0.00 0.00
J 218.25 0.00 0.00
K 233.50 0.00 0.00
L 19.50 0.00 19.50
M 24.50 0.00 24.50
N 19.50 0.00 19.50
O 233.50 0.00 6.75
P 36.50 0.00 1.50
Q 254.75 0.00 0.00
R 430.25 0.00 0.00
S 194.50 0.00 0.00
T 78.25 0.00 0.00
U 370.50 0.00 0.00
V 9.25 0.00 9.25
Roof Surface Total (Sq Ft)2,258.00
Area Reduced for Fenestration (Sq Ft)0.00
Roof Surface Area to be Removed (Sq Ft)155.25
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)5,021.50
Roof + Wall Surface Area to be Removed (Sq Ft)1,203.00
Total 23.96%
Roof Demolition
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
ROOF DEMOLITION PLAN
0 4'8'16'SCALE: 1/8" = 1'-0"
ROOF DEMOLITION
10/11/17
As shown on the roof
plans, much of the
eaves are being
shortened - revise
Show the top of the
chimney as being
removed - revise
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-010X
EXISTING FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1
1
3X
2X
1X
16X
15X
4X
11X
10X
14X
5X
6X
7X 8X 9X
12X
13X
1,249.75 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
TYP.
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
E E
B B
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
156.00 sq ft
82.00 sq ft117.50 sq ft
76.50 sq ft
58.25 sq ft12.75 sq ft
81.50 sq ft 11.00 sq ft
39.25 sq ft
10.75 sq ft
4'-103/4"
8'-33/8"
5'-51/4"1'-85/8"
9'-27/8"18'-8"11'-11"
41'-7"1'-77/8"5'-51/4"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
18'-10"4'-87/8"
7'-01/2"
7'-61/8"
6'-10"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
7'-01/4"
9'-103/4"
14'-21/8"9'-10"9'-11"1'-37/8"
98.75 sq ft
45.00 sq ft
13.75 sq ft 45.00 sq ft
40.50 sq ft 14.25 sq ft
344.25 sq ft
154.50 sq ft
82.00 sq ft
321
191817
12111098
7654
13
102.25 sq ft
Existing Floor Area Calculations
614 W NORTH ST
Gross Area
Existing Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,249.75
Existing Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (OTB / T.O. Circ)
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)103.75
Deck Floor Area (Sq Ft)
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circ)38.25
Upper Level Deck Gross Floor Area (Sq Ft)81.00
Proposed Gross Area 4,154.50
FAR
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 40.50
2 45.00
3 14.25
4 117.50
5 81.50
6 82.00
7 11.00
8 156.00
9 39.25
10 76.50 12.75
11 154.50 58.25
12 98.75
13 82.00 10.75
17 344.25 102.25
18 13.75
19 45.00
Overall Total Wall Areas (Sq Ft)1,401.75
Exposed Wall Area (Sq Ft)184.00
% of Exposed Wall (Exposed / Total)13.13%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,249.75
Lower Level Countable Floor Area (Sq Ft)164.05
Lower Level Area x Percent
Exposed @ 13.13%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,280.88
Front Porch Gross Floor Area (Sq Ft)103.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)0.00
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circulation)38.25
Upper Level Countable Floor Area (Sq Ft)1,334.75
Upper Deck Gross Floor Area (Sq Ft)81.00
Total Existing Floor Area Calculations
Lower Level Floor Area (Sq Ft)164.05
Main Level Floor Area (Sq Ft)1,280.88
Upper Level Floor Area (Sq Ft)1,334.75
Total Existing Floor Area (Sq Ft)2,779.67
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)81.00
Total Existing Deck Area (Sq Ft)81.00
N04'8'16'SCALE: 1/8" = 1'-0"
EXISTING LOWER LEVEL FLOOR AREA
0 4'8'16'SCALE: 1/8" = 1'-0"
EXISTING SUBGRADE CALCULATIONS
10/11/17
14?
15?
16?
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-011X
EXISTING FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
F
RG
DW
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1,280.00 sq ft 251.75 sq ft103.75 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
Existing Floor Area Calculations
614 W NORTH ST
Gross Area
Existing Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,249.75
Existing Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (OTB / T.O. Circ)
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)103.75
Deck Floor Area (Sq Ft)
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circ)38.25
Upper Level Deck Gross Floor Area (Sq Ft)81.00
Proposed Gross Area 4,154.50
FAR
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 40.50
2 45.00
3 14.25
4 117.50
5 81.50
6 82.00
7 11.00
8 156.00
9 39.25
10 76.50 12.75
11 154.50 58.25
12 98.75
13 82.00 10.75
17 344.25 102.25
18 13.75
19 45.00
Overall Total Wall Areas (Sq Ft)1,401.75
Exposed Wall Area (Sq Ft)184.00
% of Exposed Wall (Exposed / Total)13.13%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,249.75
Lower Level Countable Floor Area (Sq Ft)164.05
Lower Level Area x Percent
Exposed @ 13.13%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,280.88
Front Porch Gross Floor Area (Sq Ft)103.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)0.00
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circulation)38.25
Upper Level Countable Floor Area (Sq Ft)1,334.75
Upper Deck Gross Floor Area (Sq Ft)81.00
Total Existing Floor Area Calculations
Lower Level Floor Area (Sq Ft)164.05
Main Level Floor Area (Sq Ft)1,280.88
Upper Level Floor Area (Sq Ft)1,334.75
Total Existing Floor Area (Sq Ft)2,779.67
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)81.00
Total Existing Deck Area (Sq Ft)81.00
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
EXISTING MAIN LEVEL FLOOR AREA
10/11/17
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-012X
EXISTING FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1
1
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1,373.00 sq ft
81.00 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
38.25 sq ft
Existing Floor Area Calculations
614 W NORTH ST
Gross Area
Existing Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,249.75
Existing Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (OTB / T.O. Circ)
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)103.75
Deck Floor Area (Sq Ft)
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circ)38.25
Upper Level Deck Gross Floor Area (Sq Ft)81.00
Proposed Gross Area 4,154.50
FAR
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 40.50
2 45.00
3 14.25
4 117.50
5 81.50
6 82.00
7 11.00
8 156.00
9 39.25
10 76.50 12.75
11 154.50 58.25
12 98.75
13 82.00 10.75
17 344.25 102.25
18 13.75
19 45.00
Overall Total Wall Areas (Sq Ft)1,401.75
Exposed Wall Area (Sq Ft)184.00
% of Exposed Wall (Exposed / Total)13.13%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,249.75
Lower Level Countable Floor Area (Sq Ft)164.05
Lower Level Area x Percent
Exposed @ 13.13%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,280.00
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,280.88
Front Porch Gross Floor Area (Sq Ft)103.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)0.00
Existing Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,373.00
Upper Level Exempt (T.O. Circulation)38.25
Upper Level Countable Floor Area (Sq Ft)1,334.75
Upper Deck Gross Floor Area (Sq Ft)81.00
Total Existing Floor Area Calculations
Lower Level Floor Area (Sq Ft)164.05
Main Level Floor Area (Sq Ft)1,280.88
Upper Level Floor Area (Sq Ft)1,334.75
Total Existing Floor Area (Sq Ft)2,779.67
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)81.00
Total Existing Deck Area (Sq Ft)81.00
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
EXISTING UPPER LEVEL FLOOR AREA
10/11/17
Less than 15% of
allowable and
therefore exempt.
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-013
PROPOSED FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
1,645.75 sq ft
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1
1
1
2
3 4
5
6
7
8
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
TYP.
E E
B B
20.75 sq ft
42.75 sq ft
20.75 sq ft
32'-11/4"27'-7"2'-3"
25'-11"18'-8"11'-11"
8'-33/8"
9'-101/4"41'-7"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
8'-33/8"
265.75 sq ft
81.50 sq ft
98.75 sq ft
154.50 sq ft
214.50 sq ft
18.75 sq ft
344.25 sq ft
228.50 sq ft
1 2
7
654
3
8
Proposed Floor Area Calculations
614 W NORTH ST
Gross Area
Proposed Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,645.75
Proposed Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (OTB / T.O. Circ)0.00
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Floor Area (Sq Ft)
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circ)67.50
Upper Level Deck Gross Floor Area (Sq Ft)161.00
Proposed Gross Floor Area 4,644.00
Floor Area Ratio Calculations
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 265.75
2 228.50 20.75
3 18.75 0.00
4 214.50 0.00
5 154.50 42.75
6 98.75
7 81.50
8 344.25 20.75
9
10
Overall Total Wall Areas (Sq Ft)1,406.50
Exposed Wall Area (Sq Ft)84.25
% of Exposed Wall (Exposed / Total)5.99%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,645.75
Lower Level Countable Floor Area (Sq Ft)98.58
Lower Level Area x Percent
Exposed @ 5.99%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,375.38
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Gross Floor Area ( Sq Ft)0.00
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circulation)67.50
Upper Level Countable Floor Area (Sq Ft)1,304.50
Upper Deck/Porch Countable Floor Area (Sq Ft)161.00
Total Proposed Floor Area Calculations
Lower Level Floor Area (Sq Ft)98.58
Main Level Floor Area (Sq Ft)1,375.38
Upper Level Floor Area (Sq Ft)1,304.50
Total Proposed Floor Area (Sq Ft)2,778.46
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)161.00
Total Proposed Deck Area (Sq Ft)161.00
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
PROPOSED LOWER LEVEL FLOOR AREA
0 4'8'16'SCALE: 1/8" = 1'-0"
PROPOSED SUBGRADE CALCULATIONS
10/11/17
This does not match
the structural
drawings. Please
make the two
drawings match.
As per 26.575.020.D.8, Subgrade Areas, the
diagrams above are supposed to show exposed
wall above natural or finished grade. Looking at
the exposed wall diagrams in the existing FA
drawings, as well as the existing elevations,
there should be exposed wall along the tops of
many of these subgrade walls.
4'-4"
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-014
PROPOSED FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1
1
1,374.50 sq ft 251.75 sq ft185.25 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
Proposed Floor Area Calculations
614 W NORTH ST
Gross Area
Proposed Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,645.75
Proposed Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (OTB / T.O. Circ)0.00
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Floor Area (Sq Ft)
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circ)67.50
Upper Level Deck Gross Floor Area (Sq Ft)161.00
Proposed Gross Floor Area 4,644.00
Floor Area Ratio Calculations
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 265.75
2 228.50 20.75
3 18.75 0.00
4 214.50 0.00
5 154.50 42.75
6 98.75
7 81.50
8 344.25 20.75
9
10
Overall Total Wall Areas (Sq Ft)1,406.50
Exposed Wall Area (Sq Ft)84.25
% of Exposed Wall (Exposed / Total)5.99%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,645.75
Lower Level Countable Floor Area (Sq Ft)98.58
Lower Level Area x Percent
Exposed @ 5.99%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,375.38
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Gross Floor Area ( Sq Ft)0.00
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circulation)67.50
Upper Level Countable Floor Area (Sq Ft)1,304.50
Upper Deck/Porch Countable Floor Area (Sq Ft)161.00
Total Proposed Floor Area Calculations
Lower Level Floor Area (Sq Ft)98.58
Main Level Floor Area (Sq Ft)1,375.38
Upper Level Floor Area (Sq Ft)1,304.50
Total Proposed Floor Area (Sq Ft)2,778.46
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)161.00
Total Proposed Deck Area (Sq Ft)161.00
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
PROPOSED MAIN LEVEL FLOOR AREA
10/11/17
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-015
PROPOSED FLOOR AREA
CALCULATIONS
10/3/17
RL/JM
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
10/3/17
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
67.50 sq ft
2
2
3
3
4
4
5
5
6
6
D D
C C
A A
1
1
1,372.00 sq ft
161.00 sq ft
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
E E
B B
Proposed Floor Area Calculations
614 W NORTH ST
Gross Area
Proposed Lower Level Floor Area
Lower Level Gross Floor Area (Sq Ft)1,645.75
Proposed Main Level Floor Area
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (OTB / T.O. Circ)0.00
Garage Gross Floor Area (Sq Ft)251.75
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Floor Area (Sq Ft)
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circ)67.50
Upper Level Deck Gross Floor Area (Sq Ft)161.00
Proposed Gross Floor Area 4,644.00
Floor Area Ratio Calculations
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
1 265.75
2 228.50 20.75
3 18.75 0.00
4 214.50 0.00
5 154.50 42.75
6 98.75
7 81.50
8 344.25 20.75
9
10
Overall Total Wall Areas (Sq Ft)1,406.50
Exposed Wall Area (Sq Ft)84.25
% of Exposed Wall (Exposed / Total)5.99%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)1,645.75
Lower Level Countable Floor Area (Sq Ft)98.58
Lower Level Area x Percent
Exposed @ 5.99%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)1,374.50
Main Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)251.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)0.88 251.75-250 @50%
Main Level Countable Floor Area (Sq Ft)1,375.38
Front Porch Gross Floor Area (Sq Ft)185.25
Deck Gross Floor Area ( Sq Ft)0.00
Proposed Upper Level Floor Area Calculations
Upper Level Gross Floor Area (Sq Ft)1,372.00
Upper Level Exempt (T.O. Circulation)67.50
Upper Level Countable Floor Area (Sq Ft)1,304.50
Upper Deck/Porch Countable Floor Area (Sq Ft)161.00
Total Proposed Floor Area Calculations
Lower Level Floor Area (Sq Ft)98.58
Main Level Floor Area (Sq Ft)1,375.38
Upper Level Floor Area (Sq Ft)1,304.50
Total Proposed Floor Area (Sq Ft)2,778.46
Main Level Deck Area (Sq Ft)0.00
Upper Level Deck Area (Sq Ft)161.00
Total Proposed Deck Area (Sq Ft)161.00
COUNTABLE
FAR LEGEND
DECK
GARAGE
EXEMPT - OPEN TO BELOW
EXEMPT - FRONT PORCH
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'16'SCALE: 1/8" = 1'-0"
PROPOSED UPPER LEVEL FLOOR AREA
10/11/17
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
63'-11/2"
4'-2"10'-1"18'-10"26'-7"3'-51/2"
36'-81/4"
3'-3"
10'-61/4"
5'-7"
8'-01/2"
6'-41/2"
2'-11"
63'-11/2"
4'-2"1'-93/4"15'-2"4'-83/4"14'-8"6'-61/2"12'-7"3'-51/2"
36'-81/4"
2'-11"
T.O. CONC.
91'-0"
T.O. CONC.
91'-0"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
16'-3 5/8"
11'-10 5/8"
5'-6 7/8"
TYP.
MEDIA
002
MECH
006
LAUNDRY
004
BEDROOM
005
BEDROOM
001
BATH
003
CRAWL
007
MECH
008
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
1
1
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING LOWER LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-101X
EXISTING LOWER LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
F
RG
DW
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
59'-8"
4'-2"10'-1"18'-10"26'-7"
35'-51/4"
2'-0"
10'-61/4"
20'-0"
2'-11"
59'-8"
4'-2"16'-71/4"5'-53/4"20'-10"12'-7"
33'-51/4"
16'-10"
10'-0"
5'-0"
T.O. PLY
100'-0"
T.O. CONC.
99'-11 1/2"
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
EXISTING
DRIVEWAY
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
2'-4 5/8"
11'-10 5/8"
2'-3 7/8"
DINING
104
LIVING ROOM
108
PWDR
103
ENTRY
102
FAMILY ROOM
107
KITCHEN
105
GARAGE
106
ENTRY PORCH
101
1
1
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING MAIN LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-102X
EXISTING MAIN LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
52'-41/2"
33'-51/4"
52'-41/2"
33'-51/4"
4'-2"10'-1"18'-10"4'-1"15'-21/2"
10'-61/4"
20'-0"
1'-101/2"
1'-01/2"
4'-2"42'-11"5'-31/2"
16'-10"
T.O. PLY
108'-6"
T.O. PLY
109'-6"
T.O. PLY
109'-6"
T.O. PLY
109'-6"
T.O. PLY
108'-6"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
2'-4 5/8"
11'-10 5/8"
2'-3 7/8"
MASTER BEDROOM
202
BATH
206
MASTER CLO
201
OFFICE
204
MASTER BATH
205
BEDROOM
207
BEDROOM
208
1
1
ROOF DECK
203
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING UPPER LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-103X
EXISTING UPPER LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
35'-81/4"
18'-101/4"
16'-10"
57'-9"
45'-2"5'-31/2"7'-31/2"
35'-81/4"
10'-61/4"
22'-3"
2'-11"
57'-9"
10'-7"20'-7"19'-31/2"7'-31/2"
ROOF DECK
BELOW
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
1
1
12:12
12:12 12:12
12:12 12:12
6:12
6:12
6:12
4:12
12:12
12:12
12:12
12:12
12:12
12:12
12:12
12:12
EXISTING CHIMNEY
TO BE REMOVED
2323
23
23
ALL EXISTING SHINGLES TO BE
REPLACED. EXISTING FRAMING;
SHEATHING TO REMAIN. VERIFY
ALL EXISTING ROOF HEIGHTS IN
FIELD.
12:12
12:12 12:12
6:12
6:12
ALL EXISTING SHINGLES TO BE
REPLACED. EXISTING FRAMING;
SHEATHING TO REMAIN. VERIFY
ALL EXISTING ROOF HEIGHTS IN
FIELD.
12:12
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING ROOF PLAN
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-104X
EXISTING ROOF PLAN
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
1'-1 1/2"
1'
-
1
1
/
2
"
1'
-
1
1
/
2
"
1'
-
1
1
/
2
"
E D C B A
9'-0"
8'-6"
1'-0"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
12'-7 1/4"
SETBACK LINE
PROPERTY LINE
SETBACK LINE
2'-3 3/8"
T.O. EXISTING RIDGE
122'-1 1/4"
2'-7 5/8"
A B C D E
9'-0"
8'-6"
1'-0"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
PROPERTY LINE
SETBACK LINE
2'-3 3/8"
12'-7 1/4"
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
122'-1 1/4"
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"1 EXISTING SOUTH ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"3 EXISTING NORTH ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-201X
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
6 5 4 2 1
9'-0"
8'-6"
1'-0"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
2'-3 3/8"
T.O. EXISTING RIDGE
122'-1 1/4"
12'-7 1/4"
2'-7 5/8"
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"2 EXISTING WEST ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-202X
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
As per 26.575.020.D.8, Sub-grade Areas, Sub-grade walls are to be
measured outward. Therefore, when projecting the inside of the sub-grade
walls out, if any portion of that wall would be exposed, then that exposure
should be shown on the sub-grade wall diagrams.
22'-5 1/4"
1'
-
9
7
/
8
"
2 3 4 5 61
9'-0"
8'-6"
1'-0"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
2'-3 3/8"
12'-7 1/4"
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
122'-1 1/4"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"4 EXISTING EAST ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-203X
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
25
'
-
0
"
001
002
003
004
007
B
007
A
A
010
A
009
A001
A
008
A
005
A
004
A
003
A
002
A
001
A
W CD
55'-6"
5'-01/8"37'-107/8"12'-7"3'-8"
8"8"3'-0"8"11'-61/4"31/2"5'-11/4"31/2"20'-03/8"8"11'-11"8"3'-0"8"
8"
9'-101/4"
8"
4'-11"
8"
7'-7"
8"
4'-10"
8"
2'-3"
8"
55'-6"
12'-21/8"16'-87/8"26'-7"
8"
3'-0"
8"
10'-93/4"
31/2"
5'-21/2"
31/2"
15'-6"
8"
3'-0"
8"
8"10'-101/8"8"
31/2"
15'-45/8"8"25'-11"8"
40'-91/4"
3'-8"
33'-51/4"
3'-8"
33'-51/4"
10'-61/4"
5'-7"
8'-11"
5'-6"
2'-11"
3'-0"
3'-0"3'-0"
3'-0"
3'-0"
7'-7"
T.O. CONC.
91'-0"
T.O. FF
91'-2"
T.O. CONC.
91'-0"
T.O. CONC.
91'-0"
T.O. FF
91'-2"
T.O. CONC.
91'-0"
T.O. FF
91'-2"
26
26
2626
27
9
27
9
27
9
51
51
50
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
16'-3 5/8"
11'-10 5/8"
5'-6 7/8"
UP
TYP.
MEDIA
005
MECH/STORAGE
010
BEDROOM 4
006
LAUNDRY
009
BEDROOM 2
003
BEDROOM 1
001
BATH 1
002
BATH 2
004
BATH 3
007
BEDROOM 3
008
4
Z-203
1
Z-201
2
Z-202
3
Z-201
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED LOWER LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-101
PROPOSED LOWER LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
LINE OF ROOF
ABOVE LINE OF WALL
ABOVE
104
A
114
115
110
109
108
107
106
105104103
116
101
B
113
101
A
117
102
101
111112
DW
RG
F TC
59'-8"
4'-2"42'-11"12'-7"
51/2"3'-81/2"51/2"27'-103/4"
31/2"
13'-93/4"51/2"12'-11/2"51/2"
33'-51/4"
10'-61/4"
20'-0"
2'-11"
51/2"
10'-03/4"
51/2"
19'-1"
51/2"
2'-51/2"
51/2"
59'-8"
4'-2"3'-77/8"25'-31/8"26'-7"
51/2"3'-81/2"51/2"3'-23/8"51/2"5'-05/8"31/2"1'-87/8"31/2"16'-115/8"51/2"26'-11/2"51/2"
33'-51/4"
3'-31/2"
10'-01/4"
3'-31/2"
16'-10"
51/2"
2'-10"
51/2"
9'-11/4"
51/2"
2'-10"
51/2"
16'-41/2"
51/2"
2'-03/8"8'-91/4"8'-91/4"5'-31/4"3'-05/8"7'-6"6'-33/4"6'-03/4"6'-03/4"1'-11"1'-91/2"
1'-11"1'-91/2"5'-6"4'-0"4'-0"3'-55/8"
4'-65/8"
4'-65/8"
3'-41/2"
4'-11"
4'-11"
3'-2"
7'-05/8"19'-07/8"
T.O. PLY
100'-0"
T.O. FF
100'-2"
T.O. PLY
100'-0"
T.O. PLY
100'-0"
T.O. CONC.
99'-11 1/2"T.O. PLY
100'-0"
T.O. FF
100'-2"
T.O. FF
100'-2"
T.O. FF
100'-2"
4
Z-203
1
Z-201
2
Z-202
3
Z-201
27
9
28
29
9
27
28
29
5
13
53
53
27
28
9
29
50
EXISTING
DRIVEWAY
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
2'-4 5/8"
11'-10 5/8"
2'-3 7/8"
UP DN
DINING
103
KITCHEN
104
GARAGE
105
LIVING ROOM
107
FAMILY ROOM
106
PWDR
102
ENTRY
101
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED MAIN LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-102
PROPOSED MAIN LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
This post placement
does not match your
structurals. please
verify that the post
will be outside of the
setback.
205
206
210
209208
212
202
201
203
206
A
207
A
208
B
207
201
B201
A
A
A
203
A
A
209
A
A
206
B
211
204
4
Z-203
1
Z-201
2
Z-202
3
Z-201
52'-41/2"
4'-2"42'-11"5'-31/2"
51/2"3'-81/2"51/2"15'-85/8"31/2"5'-55/8"31/2"6'-11/2"31/2"13'-93/4"51/2"4'-10"51/2"
33'-51/4"
10'-61/4"
20'-0"
2'-11"
51/2"
10'-03/4"
51/2"
6'-4"
31/2"
12'-51/2"
51/2"
2'-51/2"
51/2"
52'-41/2"
4'-2"10'-1"18'-10"19'-31/2"
51/2"3'-81/2"51/2"9'-71/2"51/2"17'-11"51/2"4'-111/4"31/2"13'-71/4"51/2"
33'-51/4"
3'-31/2"
10'-01/4"
3'-31/2"
16'-10"
51/2"
2'-10"
51/2"
9'-11/4"
51/2"
2'-10"
51/2"
16'-41/2"
51/2"
1'-11"1'-91/2"3'-03/4"
3'-03/4"
1'-11"1'-91/2"1'-10"7'-91/2"
2'-55/8"
4'-2"
2'-55/8"
13'-93/4"
5'-03/8"
5'-03/8"
2'-55/8"2'-55/8"13'-77/8"4'-17/8"7'-71/4"5'-103/4"
4'-67/8"
8'-8"
2'-111/2"
T.O. PLY
109-6"
T.O. PLY
108'-6"
T.O. FF
108'-8"
T.O. PLY
109'-6"
T.O. FF
109'-8"
T.O. DECK
109'-4"
T.O. FF
109'-8"
T.O. PLY
108'-6"
T.O. FF
108'-8"
T.O. PLY
109'-6"
T.O. FF
109'-8"11
23
23
23
23
50
DECK
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
DN
BEDROOM 5
206
BEDROOM 6
208
MASTER BEDROOM
201
SITTING ROOM
202
MASTER BATH
203
MASTER CLO 2
205
BATH 5
209
MASTER CLO 1
204
BATH 4
207
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
23
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED UPPER LEVEL
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-103
PROPOSED UPPER LEVEL
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
1'-1
1
1
/
1
6
"
The exception for Overhangs projecting
into the setback is 1'-6". This overhang is
1'-11". I understand that part of this is
probably gutters, which are also allowed to
project into the setback, but exemptions
cannot be combined. Therefore the total
projection cannot be more than 1'6" -
revise.
4
Z-203
1
Z-201
2
Z-202
3
Z-201
36'-01/2"
3'-31/2"
11'-71/2"
3'-31/2"
17'-4"
81/8"
2'-73/8"
81/8"
10'-31/4"
81/8"
2'-73/8"
81/8"
16'-17/8"
1'-21/8"
61'-31/4"
4'-2"10'-1"20'-51/4"19'-91/2"6'-91/2"
81/8"3'-57/8"81/8"9'-47/8"81/8"19'-1"81/8"18'-73/8"1'-21/8"6'-13/8"81/8"
35'-61/2"
10'-61/4"
21'-71/4"
3'-5"
81/8"
9'-101/8"
81/8"
20'-3"
81/8"
2'-27/8"
1'-21/8"
61'-31/4"
4'-2"14'-63/8"16'-63/4"13'-111/8"5'-31/2"6'-91/2"
81/8"3'-57/8"81/8"43'-2"1'-21/8"4'-13/8"1'-21/8"6'-13/8"81/8"
1'-6"
3'-7"
54.9723°
20.1832°
49.7150°
55.1929°
51
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
UPPER LEVEL
DECK BELOW
2 8 '-0 "
1
3
'-
5
"
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
12:12
12:12 12:12
12:12 12:12
6:12
6:12
6:12
4:12
12:12
12:12
12:12
12:12
1:12
1:12
23
23
14
23
23
12:12
12:12 12:12
6:12
6:12
35
23
23
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED ROOF PLAN
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-104
PROPOSED ROOF PLAN
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
0'-9 1/2"
0'
-
9
1
/
2
"
1'
-
3
1
/
2
"
0'
-
9
5
/
8
"
E D B AC
9'-0"
8'-6"
1'-0"
17'-4"2'-7"13'-73/4"
115
205206
201202
10
14
32
7 117101102
9
13
6
5
8
4
18
7 7
56
29
27
58
29
27
58
61
61
60
61
28 28
2
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
12'-7 1/4"
2'-3 3/8"
SETBACK LINE
PROPERTY LINE
SETBACK LINE
SGSG
SGSG
SGSGSGSG
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
122'-1 1/4"
C
9'-0"
8'-6"
1'-0"
107108
29
26
9
28
18
210
10
56
58
61
60
10
6060
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
2'-3 3/8"
PROPERTY LINE
SETBACK LINE
SGSG
SG
12'-7 1/4"
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
122'-1 1/4"
A B D E
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
003004
0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"3 PROPOSED NORTH ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-201
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
25
'
-
0
"
25
'
-
0
"
6 5 2 1
9'-0"
8'-6"
1'-0"
116
203
204
103104105
207
208
106
209
13
6
10
9
26
32
9
29
18
10
56
28
58
58
60
61
60
28
29
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
2'-3 3/8"
SG
SG SG SG
SG
SGSG
T.O. EXISTING RIDGE
122'-1 1/4"
12'-7 1/4"
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
4
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
002
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-202
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
On all of your
elevations I believe
that these two lines
are reversed.
1 2 3 4 5 6
9'-0"
8'-6"
1'-0"
109110113114
212
10
13
26
9
18
111112
56
29
58
60
61
211
61
28
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
2'-3 3/8"
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
SG
SG SG SG SG
SG
SG
12'-7 1/4"
2'-7 5/8"
T.O. EXISTING RIDGE
124'-8 7/8"
T.O. EXISTING RIDGE
122'-1 1/4"
001
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"4 PROPOSED EAST ELEVATION
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-203
HEIGHTS
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
1'
-
2
3
/
8
"
It appears that the
proposed patio will
be more than 6"
above the grade.
Either show how this
patio is no more than
6" above grade, or
reduce the height of
the patio.
25
'
-
0
"
There seem to be several height
challenges here. based on what you are
showing as grade, 25' seems to be much
lower than what you are showing. Please
either revise proposed grade or lower the
maximum height line. This new roof
element over the brand new projection on
the front of the house has a different roof
line than the rest of the gable, and
therefore has a different 1/3 point. Please
show both 1/3 points(the main gable and
this smaller projecting gable)
1.) EXISTING FRAMING & SHEATHING TO REMAIN AT AREAS
NOT SHOWN AS DEMOLISHED. TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED
IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND TO BE RE-
FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR DOORS TO BE
REPLACED. VERIFY IN FILED PRIOR TO ALL SHOP DRAWING
APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT ELEVATIONS
IN FIELD. PROJECT 100'-0" IS IN RELATION TO EXISTING
TOP OF PLYWOOD ON THE MAIN LEVEL.
GENERAL PLAN NOTES
4
Z-203
1
Z-201
2
Z-202
3
Z-201
1'-6"
3'-7"
54.9723°
20.1832°
49.7150°
55.1929°
51
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
SETBACK LINE
PROPERTY LINE
5' REAR SETBACK LINE
10' REAR SETBACK LINE
UPPER LEVEL
DECK BELOW
7891
7 8 9 1
7 8 9 0
7 8 9 0
7 892
7 8 9 0
2 8 '-0 "
1
3
'-
5
"
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
12:12
12:12 12:12
12:12 12:12
6:12
6:12
6:12
4:12
12:12
12:12
12:12
12:12
1:12
1:12
23
23
14
23
23
12:12
12:12 12:12
6:12
6:12
35
23
23
RIDGE
RIDGE
RIDGE
1/2 POINT
1/2 POINT
RIDGE
RIDGE
1/3 POINT
1/3 POINT
1/3 POINT1/3 POINT
1/3 POINT 1/3 POINT
RIDGE
1/2 POINT
1/2 POINT
1/2 POINT
RIDGE1/3 POINT1/3 POINT
1/3 POINT1/3 POINT
1/2 POINT
1/2 POINT
RIDGE
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
EXISTING, NON-CONFORMING
ROOF OVERHANG
C
B
A
K L M
V U T
S
Q
O
E N
D
F
H
J
G
I
P
R
Height Over Topography
614 W NORTH STREET
Elevation Label
Elevation of Natural
Grade
Elevation of Proposed
Grade Most Restrictive
Roof Height over
Topography
Actual Roof Height over
Most Restrictive
A 7,891'-9"7,891'-9"Grade Unchanged 7,912'-8 3/8"20'-11 3/8"
B 7,891'-9"7,891'-9"Grade Unchanged 7,918'-9 1/4"27'-0 1/4""
C 7,891'-8 1/2"7,891'-8 1/2"Grade Unchanged 7,912'- 8 3/8"20'-11 7/8"
D 7,891'-3"7,891'-3"Grade Unchanged 7,902'-2 1/2"10'-11 1/2"
E 7,891'-4"7,891'-4"Grade Unchanged 7,902'-5 1/8"11'-1 1/8"
F 7,891'-1"7,891'-1"Grade Unchanged 7,902'-1"11'-0"
G 7,891'-3"7,891'-3"Grade Unchanged 7,909'-9 1/4"18'-6 1/4"
H 7,891'-4"7,891'-4"Grade Unchanged 7,912'-5/8"20'-8 5/8"
I 7,891'-7"7,891'-7"Grade Unchanged 7,909'-9 1/2"18'-2 1/2"
J 7,891'-7"7,891'-7"Grade Unchanged 7,912'-3/8"20'-5 3/8"
K 7,890'-10"7,890'-10"Grade Unchanged 7,910'-1 1/2"19'-3 1/2"
L 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 5/8"26'-3 5/8"
M 7,890'-6"7,890'-6"Grade Unchanged 7,910'-2 1/8"19'-8 1/8"
N 7,889'-9"7,889'-9"Grade Unchanged 7,902'-6 3/8"12'-9 3/8"
O 7,890'- 3/8"7,890'- 3/8"Grade Unchanged 7,912'-5 5/8"22'-5 1/4"
P 7,889'-9"7,889'-9"Grade Unchanged 7,913'-10 1/4"24'-1 1/4"
Q 7,889'-9"7,889'-9"Grade Unchanged 7,916'-5 7/8"26'-8 7/8"
R 7,889'-9"7,889'-9"Grade Unchanged 7,911'-1 7/8"21'-4 7/8"
S 7,889'-9"7,889'-9"Grade Unchanged 7,912'-5 5/8"22'-8 5/8"
T 7,890'-7"7,890'-7"Grade Unchanged 7,909'-8 3/4"19'-1 3/4"
U 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 1/4"26' 3 1/4"
V 7,890'-8 1/2"7,890'-8 1/2"Grade Unchanged 7,912'-9 5/8"22'-1 1/8"
Height Over Topography
614 W NORTH STREET
Elevation Label
Elevation of Natural
Grade
Elevation of Proposed
Grade Most Restrictive
Roof Height over
Topography
Actual Roof Height over
Most Restrictive
A 7,891'-9"7,891'-9"Grade Unchanged 7,912'-8 3/8"20'-11 3/8"
B 7,891'-9"7,891'-9"Grade Unchanged 7,918'-9 1/4"27'-0 1/4""
C 7,891'-8 1/2"7,891'-8 1/2"Grade Unchanged 7,912'- 8 3/8"20'-11 7/8"
D 7,891'-3"7,891'-3"Grade Unchanged 7,902'-2 1/2"10'-11 1/2"
E 7,891'-4"7,891'-4"Grade Unchanged 7,902'-5 1/8"11'-1 1/8"
F 7,891'-1"7,891'-1"Grade Unchanged 7,902'-1"11'-0"
G 7,891'-3"7,891'-3"Grade Unchanged 7,909'-9 1/4"18'-6 1/4"
H 7,891'-4"7,891'-4"Grade Unchanged 7,912'-5/8"20'-8 5/8"
I 7,891'-7"7,891'-7"Grade Unchanged 7,909'-9 1/2"18'-2 1/2"
J 7,891'-7"7,891'-7"Grade Unchanged 7,912'-3/8"20'-5 3/8"
K 7,890'-10"7,890'-10"Grade Unchanged 7,910'-1 1/2"19'-3 1/2"
L 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 5/8"26'-3 5/8"
M 7,890'-6"7,890'-6"Grade Unchanged 7,910'-2 1/8"19'-8 1/8"
N 7,889'-9"7,889'-9"Grade Unchanged 7,902'-6 3/8"12'-9 3/8"
O 7,890'- 3/8"7,890'- 3/8"Grade Unchanged 7,912'-5 5/8"22'-5 1/4"
P 7,889'-9"7,889'-9"Grade Unchanged 7,913'-10 1/4"24'-1 1/4"
Q 7,889'-9"7,889'-9"Grade Unchanged 7,916'-5 7/8"26'-8 7/8"
R 7,889'-9"7,889'-9"Grade Unchanged 7,911'-1 7/8"21'-4 7/8"
S 7,889'-9"7,889'-9"Grade Unchanged 7,912'-5 5/8"22'-8 5/8"
T 7,890'-7"7,890'-7"Grade Unchanged 7,909'-8 3/4"19'-1 3/4"
U 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 1/4"26' 3 1/4"
V 7,890'-8 1/2"7,890'-8 1/2"Grade Unchanged 7,912'-9 5/8"22'-1 1/8"
Height Over Topography614 W NORTH STREETElevation Label Elevation of Natural Grade Elevation of Proposed Grade Most Restrictive Roof Height over Topography Actual Roof Height over Most RestrictiveA7,891'-9"7,891'-9"Grade Unchanged 7,912'-8 3/8"20'-11 3/8"B 7,891'-9"7,891'-9"Grade Unchanged 7,918'-9 1/4"27'-0 1/4""C 7,891'-8 1/2"7,891'-8 1/2"Grade Unchanged 7,912'- 8 3/8"20'-11 7/8"D 7,891'-3"7,891'-3"Grade Unchanged 7,902'-2 1/2"10'-11 1/2"E 7,891'-4"7,891'-4"Grade Unchanged 7,902'-5 1/8"11'-1 1/8"F 7,891'-1"7,891'-1"Grade Unchanged 7,902'-1"11'-0"
G 7,891'-3"7,891'-3"Grade Unchanged 7,909'-9 1/4"18'-6 1/4"
H 7,891'-4"7,891'-4"Grade Unchanged 7,912'-5/8"20'-8 5/8"
I 7,891'-7"7,891'-7"Grade Unchanged 7,909'-9 1/2"18'-2 1/2"
J 7,891'-7"7,891'-7"Grade Unchanged 7,912'-3/8"20'-5 3/8"
K 7,890'-10"7,890'-10"Grade Unchanged 7,910'-1 1/2"19'-3 1/2"
L 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 5/8"26'-3 5/8"
M 7,890'-6"7,890'-6"Grade Unchanged 7,910'-2 1/8"19'-8 1/8"
N 7,889'-9"7,889'-9"Grade Unchanged 7,902'-6 3/8"12'-9 3/8"
O 7,890'- 3/8"7,890'- 3/8"Grade Unchanged 7,912'-5 5/8"22'-5 1/4"
P 7,889'-9"7,889'-9"Grade Unchanged 7,913'-10 1/4"24'-1 1/4"
Q 7,889'-9"7,889'-9"Grade Unchanged 7,916'-5 7/8"26'-8 7/8"
R 7,889'-9"7,889'-9"Grade Unchanged 7,911'-1 7/8"21'-4 7/8"
S 7,889'-9"7,889'-9"Grade Unchanged 7,912'-5 5/8"22'-8 5/8"
T 7,890'-7"7,890'-7"Grade Unchanged 7,909'-8 3/4"19'-1 3/4"
U 7,890'-8"7,890'-8"Grade Unchanged 7,916'-11 1/4"26' 3 1/4"
V 7,890'-8 1/2"7,890'-8 1/2"Grade Unchanged 7,912'-9 5/8"22'-1 1/8"
N02'4'8'SCALE: 1/4" = 1'-0"
HEIGHT OVER TOPOGRAPHY
STEVEN
WILSON
402127
STA T E O F COLO
R
A
D
O
L
I
C
E
NSED AR C H I TECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
OPEN LOGGIA PER RDS B.4.d.(2)
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OF
BUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATION
PER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1
SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING AND
PENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &
SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
RADON VENT PIPE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/3/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-204
HEIGHT OVER
TOPOGRAPHY
10/3/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
10/11/17
Provide a 1/3 point
for either side of this
projecting gable