HomeMy WebLinkAboutFile Documents.614 North St.0224.2018 (7).ARBKE D B AC
33'-63/4"10'-2"1'-0"8'-6"1'-0"15'-227/32"2'-321/64"8'-211/16"116
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61SETBACK LINEPROPERTY LINESETBACK LINESGSG
SGSG
SGSGSGSG
EXISTING UPPER LEVEL
T.O. PLY 110'-6"
T.O. EXISTING RIDGE
125'-8 1/2"
PROPOSED LOWER LEVEL
T.O. CONC. 89'-10"
T.O. EXISTING RIDGE
128'-0" = 7918'-9"
EXISTING UPPER LEVEL STEP
T.O. PLY 109'-6"
EXISTING MAIN LEVEL
T.O. PLY 101'-0" = 7891'-9"
PROPOSED MAIN LEVEL
T.O. PLY 100'-0" = 7890'-9"
PROPOSED LIGHTWELL
T.O. CONC. 92'-10"
C
10'-2"1'-0"8'-6"1'-0"15'-227/32"2'-321/64"4'-0"108109
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9 PROPERTY LINESETBACK LINESG
EXISTING UPPER LEVEL
T.O. PLY 110'-6"
T.O. EXISTING RIDGE
125'-8 1/2"
PROPOSED LOWER LEVEL
T.O. CONC. 89'-10"
T.O. EXISTING RIDGE
128'-0" = 7918'-9"
EXISTING UPPER LEVEL STEP
T.O. PLY 109'-6"
EXISTING MAIN LEVEL
T.O. PLY 101'-0" = 7891'-9"
PROPOSED MAIN LEVEL
T.O. PLY 100'-0" = 7890'-9"
PROPOSED LIGHTWELL
T.O. CONC. 92'-10"
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
1.) ALL EXISTING ROOF SHEATHING TO REMAIN. VERIFY IN
FIELD.
2. ALL EXISTING ROOF STRUCTURE TO REMAIN. VERIFY IN
FIELD.
3.) ALL EXISTING ROOF OVERHANGS TO REMAIN. VERIFY
IN FIELD.
4.) ALL EXISTING ROOF HEIGHTS TO REMAIN. VERIFY IN
FIELD.
5.) ALL EXISTING ROOF SHINGLES TO BE REPLACED.
GENERAL ROOF NOTES
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
402127STATEOFCOLO
R
A
DOLI
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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
EXISTING DRIVEWAY TO BE REPLACED
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
EXISTING GAS + ELECTRIC METERS TO REMAIN
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
VENTILATION FLUE
WINDOW FALL PROTECTION WILL BE
PROVIDED PER R312.2.1
BEVOLO CONTEMPORARY SERIES LIGHT FIXTURE
DRAWING ISSUANCE INDEX
ID
01
02
03
1
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
CHANGE ORDER #1
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
8/13/18, 2:48 PM
COPYRIGHT
8/20/18
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-201
HEIGHTS
8/20/18
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
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FORUMPHI
7/10/17, 5:00 PM
9/1/17, 10:00 AM
10/3/17, 9:30 AMPERMIT SUBMITTAL04
02/28/18, 11:00 AMRESPONSE TO COMMENTS05
04/23/18, 9:00 AMCO#1 CLIENT APPROVAL06
05/01/18, 1:00 PMZONING CLARIFICATIONS07
05/18/18, 3:00 PM08CONSTRUCTION DOCUMENTS
08/3/18, 5:00 PMREVISED FIELD SET09
08/13/18, 1:00 PMCHANGE ORDER SUBMITTAL1
This sheet describes changes to the fenestration on the front facade. The door is being
relocated and the two windows resized - changes conform to RDS.
09/05/2018
12/19/2018