HomeMy WebLinkAboutFile Documents.134 Maple Ln.0138.2019 (29).ARBKAl Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
SITE PLAN
A1
PID: 273707490134
Hamilton+Foerster
04/04/19
764 sq ft
LOT 134
3470 SQ. FT.
S
TOP OF YPC = 7923.52
BENCH MARK
TRANSFERED FROM CITY
GPS POINT NO. 4
7
9
2
5
79
2
4
7
9
2
5
79
2
3
79
2
3
79
2
4
79
2
5
79
2
6
79
2
7
79
2
9
79
3
0
79
3
1
79
3
2
79
2
8
7930
7927
7932
7929
79
2
6
79
2
3
79
2
5
7932
79
2
6
A
B
D
C
1 2 3 4
1 2 3 4
A
B
D
C
E
x
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t
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P
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d
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s
t
r
i
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E
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Existing Floor Level = 100'-0 = 7926.75
Deck
Garage
T.O. ENTRY SLAB
97'-3 1/2"
T.O. EXISTING SLAB
96'-9 1/2"
100'-0"
T.O. PLY
T.O. PLY
101'-2"
Existing
Shed
Denotes ext. lighting = 4" d.
recessed LED Elco #1499
(3) in LR soffit
(1) in entry soffit
0
'
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
0' FRONT YARD SETBACK
5'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
10' OTHER SIDE SETBA
C
K
EXISTING BUILDING TO REMAIN
REPLACEMENT + NEW CONSTRUCTION
SHOWN w/ SQUARE HATCHING
91'-6" = 7918.25
T.O. SLABBASEMENT LEVEL
Lightwell
Mid Pt of Roof =7939.25 max.
Lowest grade
@ Mid Point = 7924.25±
Project Mid. Pt. =7938.25 ±
(1' lower than allowable)
EXISTING
EXISTING
3:12
1/2:12
Existing Membrane roof
NEW Membrane roof
1/2±:12
3:12
1/2:121/2:12
1/2:12
Sidewalk
Topo information taken from Hired Gun Survey
LANDSCAPING NOTES:
-Restore Site to pre construction vegetation or better
-Preserve all existing trees and bushes
-Limit Site disturbance and keep it looking good
-No sprinkler system planned
-Reseed with PitCo approved seed mix
N
E
W
S
Materials storage in Garage and on existing Roof
EXISTING
EXISTING
NEW PORCH ROOF
15
'
1'
-
6
1
/
2
"
13
'
-
5
1
/
2
"
10'
6'6'
13
'
-
3
3
/
4
"
ABDC
NEW METAL SIDING
"BMP BOAT"
average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
Existing Floor = 7,926.75 = 100'-0
12' "standard roof" eave line
existing LVL roof to remain
Setback Line
Existing trees
preserved
NOTE: Roof ht. is calculated by Smuggler Park based on 15' above average site grade
(those lines shown here)City of Aspen measures 15' to midpoint of 3:12 sloped roof
which the original and current projects easily stay within
Lowest Grade
@ Bldg =7924.25
Max. Mid Pt. Elev. =7939.25
Project midpoint El = 7938.2
312
3 12
Pr
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MI
D
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P
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MI
D
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P
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T
H
t
.
Field Verify Stairs/Handrail per code
No limit to ridge Ht.
per City Code.
sill = 107'-11 1/2"
NEW ROOF
Max. Height = 12'-4
NEW WOOD SIDING
SCALE: 3/16" = 1'-0"
2 SITE PLAN
A1
SCALE: 3/16" = 1'-0"
3 BUILDING HEIGHT West
A1
08/29/2019
Al Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
LOWER/FOUND.
A2
PID: 273707490134
Hamilton+Foerster
04/04/19
2-6 3/4x5-1/22-6 3/4x5-1/2
3-
3
/
4
x
4
-
6
1
/
2
16
'
8'
22
'
14'12'12'
16
'
8'
4'
3'
-
4
"
7'-4"
14'12'12'
3'
81/4"5'-3/4"11"
16
'
6'
-
8
"
6'-4"10'4'
6'-8"
51/2"3"3'-2"31/2"5'-2"8"
16'-8"
23'-4"8"
51/
2
"
11
'
-
6
1/
2
"
8"
4'
31/
2
"
1'
-
1
1
1/
2
"
2'
-
1
0
"
2'
-
9
"
6"
2'-4"21'7'-53/4"
6'-6"5'-6"8'-10"8"
7'-6 1/16"
2'-4"
4'-7 1/2"
41/
1
6
"
8
"
1
0
'
-
3
"
5'-7/8"
1'
-
1
0
15
/
1
6
"
4'
-
8
"
3334
3130
35
32
D30
40
41 42
A
B
D
C
1 2 3 4
1 2 3 4
A
B
D
C
Up
91'-8"
T.O. SLAB
Existing
Crawl Space
Bathroom
Egress
Lightwell
Stairwell
Up
Access
Door
BR#2
Rec Room
Provide egress ladders
rungs = 12" o.c. vert max.
width = 16" min.
Handrail @ + 34"-38"
SG
91'-7±"
T.O. DECK
SUMP
Open below stairs
Boiler
HW
Zone Valves
+ pumps
Maximize Bath Width
Field Verify vs Existing
Access Opening Location
Or
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F
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91'-8"
T.O. SLAB
BR #3
GARAGE ABOVE
SLAB ON GRADE
Dropped 9 1/2" LVL's
slip into Existing Beam Ends
N
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w
T
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S
L
A
B
E
D
G
E
F
N
D
.
NEW
BASEMENT
EXISTING
BASEMENT
Lightwell
TOW 96'-6
TOF 91'-2
TOW 99' -9 1/2
TOF 97'-2
ALIGN
Original Footprint
Cantilevered Floor Above TOW 99' -9 1/2
TOF 95'-2±
1 1
2
2
1a 1a
3
3
2-8 3/4x4-6 1/2
2-8 3/4x4-6 1/2
6-3/4x2-1/22-8 3/4x2-1/2
5-
3
/
4
x
2
-
1
/
2
3-3/4x5-6 1/2
14'12'12'
14'12'12'
16
'
3130
35
32
D30
1 2 3 4
1 2 3 4
Existing
Crawl Space
Existing Fnd Piers not shown
Lightwell
Stairwell
Up
Provide egress ladders
rungs = 12" o.c. vert max.
width = 16" min.
Handrail @ + 34"-38"
SG
91'-7±"
T.O. DECK
Crawl Space
Boiler
HW
Zone Valves
+ pumps
Or
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F
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p
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GARAGE ABOVE
SLAB ON GRADE
Original Footprint
2
2
3
3
SCALE: 1/4" = 1'-0"
2 -1. Basement Plan
A2
SCALE: 1/4" = 1'-0"
3 Existing Basement
A2
08/29/2019
Al Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
MAIN
A3
PID: 273707490134
Hamilton+Foerster
04/04/19
2-6x5-6 2-10x1-6
1-8 3/4x4-0
8
-
0
x
2
-
5
5-0x2-6
4-0x3-11 1/4
RG
F
16
'
8'
22
'
14'12'12'6'-91/2"
14'12'12'
16
'
51/
2
"
7'
-
4
"
14
'
-
3
13
/
1
6
"
1'
-
1/
4
"
23
'
-
8
11
/
1
6
"
5
'
-
9
3
/
4
"
3
1
/
2
"
9
'
-
9
1
/
2
"
5
1
/
2
"
2
'
-
9
"
3
'
-
3
/
4
"
3
1
/
2
"
4'-93/16"3 1/2"4'-1 3/8"3 1/2"5'31/2"1'-4"
4'-93/16"
10'5 1/2"
1 1/2"
1'-8 3/4"
4
"
1
4
'
30'-11 1/2"
19'-5 1/2"5
1
/
2
"
1
5
'
-
1
0
3
/
4
"
5
1
/
2
"
4'-21/8"
7'
-
3
"
23/4"23/4"3'-11"31/2"
2"6'-6"51/2"
5'-2"2'-6"3"2'-10"7"2'-5 1/16"1'-3 3/16"
1
0
'
-
1
1
/
4
"
6
'
-
8
1
/
2
"
2'-10"3"
3
'
-
1
1
/
4
"
3
1
/
2
"
5.10°
78.11°
57.07°
90.00°
1 1
2
2
1a 1a
3
3
04
030102
D01
25
05
101'-2"
T.O. PLY
LIVING
101'-2 3/4"
T.O. FF
MUDROOM
BATH
A
B
D
C
1 2 3 4
1 2 3 4
A
B
D
C
Down
Bench
WASHER
DRYER
Pantry
DW
BIKES
WOODSTOVE
Down
Pantry
N
E
W
S
LIGHTWELL
GARAGE
CLOSET
CLOSET
OFFICE
KITCHEN
DINING
ENTRY
PORCH
RR
T
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W
a
l
l
CLOSET
97'-3 1/2"
T.O. Conc.
5'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
10' OTHER SIDE SETBA
C
K
Up
Existing Floor Level
100'-0 = 7926.75
Top of Ply = 101'-2 = 7927.91
2R @ 7.5"-
101'-2"
T.O. PLY
100'-0"
T.O. PLY
Fan
min. parking space
Floor Step
96'-9 1/2"
T.O. Conc.
SG SG
SG
SINK
Linen
CO # 1
-Entry Door swap w/ window
-Bathroom fixtures rearranged (same ECU count)
-MBR door shifted, new window
- Mech equipment moved into Crawl Space
-laundry to garage
18"-24"
EX
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T
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F
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Gate
MBR
LIGHTWELL
Al
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W
a
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New Doors
NORTH WALL PARALLELS P
R
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P
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.
F
A
C
E
O
F
F
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A
M
I
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I
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S
E
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B
A
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K
4
"
VERIFY NICHES
3-
3
/
4
x
6
-
1
/
2
2-6x2-4
8-3/4x6-6 1/26-3/4x6-6 1/2 3-1x2-6 1/2
4
-
4
x
2
-
8
2-8x4-0
7-
1
/
2
x
3
-
8
1
/
2
2-6x2-4
2-
6
x
3
-
6
5-3/4x2-6 1/2
3-
3
/
4
x
2
-
1
/
2
5-3/4x2-1/2
RG
F
16
'
8'
22
'
14'12'12'6'-9 1/2"
14'12'12'
5
1
/
2
"
7'
-
4
"
14
'
-
3
3
/
4
"
1'
-
1
/
4
"
23
'
-
8
3
/
4
"
1'
-
1
1
/
2
"
4
"
1
4
'
30'-11 1/2"
19'-5 1/2"
4'-2"
7'
-
3
"
2 3/4"2 3/4"3'-11"3 1/2"2"6'-6"5 1/2"
5°
90°
1
2
2
1a
3
3
04
54
030102
D01
5
5
25
53
52
05
101'-2"
T.O. PLY
LIVING
101'-2 3/4"
T.O. FF
MUDROOM
BATH
A
B
D
C
1 2 3 4
1 2 3 4
Down
WASHER
DRYER
Pantry
DW
BIKES
WOODSTOVE
Down
MBR
Pantry
BR #1
N
E
W
S
LIGHTWELL
GARAGE
CLOSET
CLOSET
OFFICE
SHED
KITCHEN
DINING
ENTRY
PORCH
Walls to be removed are shown shaded
CLOSET
97'-3 1/2"
T.O. Conc.
5'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
10' OTHER SIDE SETBA
C
K
Up
Existing Floor Level
100'-0 = 7926.75
Top of Ply = 101'-2 = 7927.91
2R @ 7.5"-
101'-2"
T.O. PLY
100'-0"
T.O. PLY
Fan
min. parking space
Floor Step
96'-9 1/2"
T.O. Conc.
SG SG
SG
SINK
Linen
18"-24"
Gate
LIGHTWELL
Al
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/
E
x
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W
a
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New Doors
NORTH WALL PARALLELS P
R
O
P
E
R
T
Y
L
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.
F
A
C
E
O
F
F
R
A
M
I
N
G
I
S
S
E
T
B
A
C
K
4
"
VERIFY NICHES
SCALE: 1/4" = 1'-0"
1 1. Main
A3
SCALE: 1/4" = 1'-0"
5 Existing Plan
A3
08/29/2019
Al Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
ROOF
A4
PID: 273707490134
Hamilton+Foerster
04/04/19
7-
1
/
2
x
2
-
9
250 sq ft
112 sq ft
55 sq ft
1 1
2
2
1a 1a
3
3
16
'
8'
22
'
14'12'12'
1'-4 Min.
30
'
m
i
n
.
17'-4"6'-8"
17'-6"6'-6"
7'
-
1
/
2
"
7
3
/
4
"
2'5'-5 3/4"
2'7'-10 3/4"
2'-5 1/4"5'-6"
5'-9 1/4"
2'
1'-1 1/4"
45°
60°
96°
66°
20
24
212322
A
B
D
C
1 2 3 4
1 2 3 4
A
B
D
C
3:12
1/2:12
NEW Membrane roof
1/2±:12
3:12
WQCV WEST:
"BMP BOAT" below drip line + gutter/downspout
for areas beyond drip access to remain with increased
capacity as req'd by new calcs.
Was 1056sf Draining to west, now with roof pitch change and additions
Roof Area Draining to West = 1,779sf (88.9% of Total Drainage)
WQCV EAST:
Drip line flow to existing Bio-retention ditch
w/ overflow in Yard.
Conifer Canopy
Conifer Canopy
Deciduous Canopy
Lot area = 3470 sf
Impervious Area = 2,002.4 sf
WQCV calculation
Effective impervious Area = 2,002.4 - 362 (0.3) - 55(0.15) = 1885.6
Imperviousness = 54.34% WQCV = 0.105 watershed-inches
0.105 x 1/12 x 3,470 = 30.36 cf
BMP west = .89 x 30.36 = 26.97 cf (201.8 gals) of WQCV in BMP Boat
Increase existing BMP by 82 gallons or replace w/ larger BMP BOAT
BMP east = .11 x 30.36 = 3.34 cf (25 gallons) of WQCV in ditch
Ditch was designed and built to receive 74 Gallons so OK to leave as is was 419 SF ROOF AREA, Now 224 SF
16' long canoe x 2' avg width x 10.125" WQCV depth = 27 cf
fill canoe to within 10.2" of lowest (extended) rim w/ sand/soil premix over
filter fabric over 4" gravel w/ perf drain pipe to outlet.
use valve at outlet as orifice control to retain WQCV for 12 hours.
Alternative BMP Boats may be used to accomplish the same results.
Verify Volume Calculations and assemblies of alternative BMP Boats.
Pipe outlet and rim overflow runs onto/over existing grass swale buffer zone
then into Smuggler collector system in Maple Lane
D
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e
1:12
EX
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B
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fl
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R
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of
w
/
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C
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Upper wall windows
Membrane Roof
BMP
BOAT
Sl
o
p
e
d
B
e
a
m
p
e
r
s
t
r
u
c
t
.
Velux 2222 VCM U= .60 Max.
Laminated glazing w/ min. .015" butyral inner layer
overflow swale to tree well area
Ex
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D
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B
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P
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low point/outlet
for overflow
ro
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Roof drainage drops into BMP Boat
Position BMP Boat to ensure all water from roofs
is collected in the BMP Boat. add gutters or roof diverters
as req'd. Field verify all systems work as planned or better
Roof slopes to west
RO
O
F
P
I
T
C
H
S
Q
U
A
R
E
TO
6
0
°
S
P
R
I
N
G
P
O
I
N
T
Roof slopes to west
3.7
5
:
1
2
V
A
L
L
E
Y
NEW ROOF FRAMING
OVER FRAME ROOF
TO ALIGN W/ EXISTING
LVL FRAMED ROOF
NEW PORCH ROOF
EXISTING LVL FRAMED ROOF TO REMAINWorth Noting the net added Rood Area = 311.1 sf and much of the increase in the
West WQVC is the result of changing the roof pitches to better manage runoff.
NEW + REPLACEMENT
FRAMING @ GARAGE
VA
L
L
E
Y
@ F.O.Stud
(SE
T
R
A
F
T
E
R
S
@
9
6
.
1
8
°
OFF
V
A
L
L
E
Y
A
N
G
L
E
)
5'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
DEMO ROOF
EXISTING ROOF STRUCTURE
TO REMAIN
SCALE: 1/4" = 1'-0"
1 ROOF + Drainage
A4 08/29/2019
Al Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
EXISTING ELEV
A5
PID: 273707490134
Hamilton+Foerster
04/04/1987 sq ft 412 sq ft
15
'
A B DC
average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
Existing Grade
Existing Floor = 7,926.75 = 100'-0DEMO AREA
TOTAL AREA
DEMO QUICK VIEW:
WE ARE KEEPING MOST OF THE EXISTING HOUSE + JUST REPLACING THE REAR
AND VISUALLY IT IS EASY TO SEE THIS IS CLEARLY NOT NEARLY >40% DEMO
REPLACEKEEP
79 sq ft
ABDC
average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
Existing Floor = 7,926.75 = 100'-0
12' "standard roof" eave line
THIS WALL
SHOWN ON
NORTH ELEV.
DEMO AREA
24.7 sq ft
376.7 sq ft
1 2 3 4
370.1 sq ft
466.7 sq ft
3.9 sq ft 3.5 sq ft
1234
Average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
NOTE: Roof ht. is calculated by Smuggler Park based on 15' above average site grade
(those lines shown here)
3
12
12' Above Average Grade Line
DEMO AREA
TOTAL AREA
NOTE: Fill EXTENDED TO
ACCOUNT FOR SKEWED VIEW
516.9 sq ft
7-
1
/
2
x
3
-
8
1
/
2
4-3/4x2-6 1/24-3/4x2-6 1/2 7-3/4x2-6 1/2
1 1
2
2
1a 1a
3
3
16
'
8'
22
'
14'12'12'
2'5'-55/8"
2'7'-1011/16"
2'-53/16"
5'-515/16"
5'-95/16"
2'
1'-11/4"
45.00°
60.00°
96.18°
66.18°
984.3 sq ft
729.7 sq ft
24
A
B
D
C
1 2 3 4
1 2 3 4
A
B
D
C
Existing Membrane roof
1/2:121/2:12
EXISTING LVL FRAMED ROOF TO REMAIN
@ F.O.Stud
(SE
T
R
A
F
T
E
R
S
@
9
6
.
1
8
°
OFF
V
A
L
L
E
Y
A
N
G
L
E
)
5'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
DEMO ROOF
EXISTING ROOF STRUCTURE
TO REMAIN
TOTAL LOW ROOFS
SCALE: 3/16" = 1'-0"
1 E ELEVATION
A5
SCALE: 3/16" = 1'-0"
2 W ELEVATION
A5
SCALE: 3/16" = 1'-0"
3 S ELEVATION (1)
A5
SCALE: 3/16" = 1'-0"
4 N ELEVATION (1)
A5
SCALE: 3/16" = 1'-0"
5 Existing Roof
A5
08/29/2019
Al Beyer Design Inc.
410 N. Mill B-11 • Aspen, CO 81611
Phone 970.925.8339 • Fax 970.925.8392
Any dimensional descrepancy shall be brought
commencement of work.
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
to the attention of the Architect prior to
dimensions and shall be verifyed at the job site.
CHECKED BY:
REVISIONS
ISSUE DATE:
DRAWN BY:
PROJECT NUMBER
SHEET TITLE AND NUMBER
AB/BK
Jenny+James
04/11/19 Prelim Zoning + Smuggler
134 Maple Lane
Aspen CO 81611
ELEVATIONS
A6
PID: 273707490134
Hamilton+Foerster
04/04/19
12
'
3'
15
'
2321
1234
NEW WOOD SIDING
RECESSED METAL SKIRT
NEW BR/BATH/GARAGE FORM
Average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
NOTE: Roof ht. is calculated by Smuggler Park based on 15' above average site grade
(those lines shown here)
3
12
12' Above Average Grade Line
15
'
EXIISTING METAL SIDING
A B DC
12
MEMBRANE ROOF
3
123
Repurposed
Aluminum Siding
average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
Existing Grade
Existing Floor = 7,926.75 = 100'-0
NEW WOOD SIDING
TOTAL AREA
DEMO QUICK VIEW:
WE ARE KEEPING MOST OF THE EXISTING HOUSE + JUST REPLACING THE REAR
AND VISUALLY IT IS EASY TO SEE THIS IS CLEARLY NOT NEARLY >40% DEMO
3'
±
1 2 3 4
BMP
BOAT
Recessed Lights
NEW SIDING
Existing Metal siding
Cut-Away shows
Stairwell + lower level of retaining
New Entry Porch Roof (RDS compliant)
wall beyond
Recessed Lights
15
'
1'
-
6
1
/
2
"
13
'
-
5
1
/
2
"
6'6'ABDC
NEW METAL SIDING
"BMP BOAT"
average grade line = 98'-5 1/2" = 7,925.2'
Max Roof line = 7,940.2 = 113'-5 1/2
Existing Floor = 7,926.75 = 100'-0
12' "standard roof" eave line
Fence beyond
existing LVL roof to remain
NOTE: Roof ht. is calculated by Smuggler Park based on 15' above average site grade
(those lines shown here)City of Aspen measures 15' to midpoint of 3:12 sloped roof
which the original and current projects easily stay within
Lowest Grade
@ Bldg =7924.25
Max. Mid Pt. Elev. =7939.25
Project midpoint El = 7938.2
312
3 12MI
D
.
P
O
I
N
T
MI
D
.
P
O
I
N
T
H
t
.
Gutter +
Downspout
No limit to ridge Ht.
per City Code.
sill = 107'-11 1/2"
NEW ROOF
Max. Height = 12'-4
NEW WOOD SIDING
EXISTING
STRUCTURE TO REMAIN
EXISTING STICK -BUILT STRUCTURE
BATHMECH IN
CRAWL SPACE
BATH HALL CLOSET
LVL ROOF FRAMING IS BAS
I
S
F
O
R
N
E
W
R
O
O
F
P
L
A
N
E
S
3:12 1:12 ±
LIGHT WELL
GARAGE
SKEWED
WALLS
BEYONDNEW
WOOD
SIDING
100'-0"
T.O. PLY
1 2 3 4
T.O. SLAB
91'-8"
Property Line
METAL FLASHING
INSTALL METAL Z FLASHING
-UP WALL 6", OUT OVER FND.
INSUL. THEN DOWN TO
BELOW GRADE 6" MIN.
SCALE: 1/4" = 1'-0"
3 N ELEVATION
A6
SCALE: 1/4" = 1'-0"
5 E ELEVATION
A6
SCALE: 1/4" = 1'-0"
1 S ELEVATION
A6
SCALE: 1/4" = 1'-0"
4 W ELEVATION
A6
SCALE: 1/4" = 1'-0"
2 SOUTH SECTION/ELEVATION @ MBR
A6
MBR SOUTH WALL BEYOND
VIEW FROM MAPLE LANE
08/29/2019