HomeMy WebLinkAboutExhibit B Approved Plans.125 W Main StAdopted Codes & Standards
The following codes as amended by Ordinance 40, 2016
• 2015 IRC (International Residential Code) Chapters 1-10
+ 2015 IRC appendixes: E: Manufactured homes, F: Radon, 1: Existing Buildings & 5tructure
s, H: Patio Covers, K: Sound Transmission.
• 2015 IPC (International Plumbing Code)
2015 IMC (International Mechanical Code)
2015 IFGC (International Fuel Gas Code)
• 2015 IECC (International Energy Conservation Code)
■ 2015 1FC (International Fire Code)
• 2015 IEBC(international Existing Building Code)
• 2015 ISPSC (International Swimming Pool and Spa Code)
■ 2015 ISEP (International Solar Energy Provisions)
• 2014 NEC (National Electrical Code) (will adopt the 2017 when the State of Colorado
adopts)
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
SITE CONDITIONS PRIOR TO STARTING WORK, SHOULD
A DISCREPANCY OCCUR WITHIN THE CONTRACT
DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS
AND THE EXISTING CONDITIONS, NOTIFY ARCHITECT
IMMEDIATELY FOR CLARIFICATION.
2. DO NOT SCALE DRAWINGS.DIMEN SIONS SHALL TAKE
PRECEDENCE OVER SCALE OF DRAWINGS.
3. SHOULD A DISCREPANCY OCCUR WITHIN THE
CONSTRUCTION DOCUMENTS, CONTRACTOR TO
CONTRACT ARCHITECT FOR DIRECTION.
4. SHOULD A DISCREPANCY OCCUR IN OR BETWEEN
DRAWINGS AND SPECIFICATIONS SHALL TAKE
PRECEDENCE,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION AT
THE SITE.
6. ALL CONSTRUCTION AND MATERIALS SHALL BE AS
SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE
CODES, ORDINANCES, LAWS, PERMITS, AND THE
CONTRACT DOCUMENTS.
7. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND
ORDERLY CONDITION EACH SUBCONTRACTOR
IMMEDIATELY UPON COMPLETION OF EACH PHASE OF
WORK SHALL REMOVE ALL DEBRIS AS A RESULT OF
THEIR WORK.
8. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR
SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE
SHOP DRAWING OR SAMPLE HAS BEEN REVIEWED BY
THE ARCHITECT, OWNER AND/OR STRUCTURAL
ENGINEER AND APPROVED.
9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
BLOCKING, BACKING AND FRAMING FOR LIGHT
FIXTURES, ELECTRICAL UNITS, EQUIPMENT, CLOSET
RODS, MEDICINE CABINETS AND ALL OTHER ITEMS AS
REQUIRED.
10, PROVIDE ALL ACCESS PANELS AS REQUIRED BY
GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS,
ATTIFCS, ETC VERIFY LOCATION WITH ARCHITECT PRIOR
TO INSTALLATION.
11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS
RELATED TO THIS WORK. CONTRACTOR TO VERIFY
WITH CITY OF ASPEN BUILDING DEPARTMENT FOR ANY
PARKING RESTRICTIONS RELATIVE TO CONSTRUCTION
TRAFFIC.
12, RADON, SMOKE, AND CARBON MINOXIDE DETECTORS AS
REQUIRED BY CODE AND CITY OF ASPEN CODE.
13, CONTRACTOR IS TO COMPLY WITH IECC 2009.
HISTORIC PRESERVATION NOTES
1. SAMPLES OF NEW MATERIALS WILL BE CREATED FOR REVIEW
AND APPROVAL BY H.P.C. STAFF AS REQUESTED..
2. NEW ROOF PENETRATIONS SHALL BE REVIEWED BY HPC
AT TIME OF HEARING.
3. OTHER HPC CONDITIONS REQUIRED AS PART OF THE
APPROVALS,
4. LANDSCAPE, EXTERIOR LIGHTS FIXTURES AND MATERIAL
SELECTIONS TO BE REVIEWED AT HEARING.
6i
125 WEST MAIN STREET - 1975
25 WEST MAI N
LOTS C + D, CITY AND TOWNSITE OF ASPEN
PITKIN COUNTY, COLORADO
DRAWING FIST
A
000
COVER IMAGE + DRAWING LIST
Z
001
INDEX & CHECKLIST
Z-002
APPROVALS
Z-003
APPROVALS
7-004
SCOPE, APPROVALS & SUMMARY
Z
005
SITE PLAN
Z-005.1
SITE PLAN LIGHTING
Z-005.2
SITE PLAN LIGHTING
7-006
RDS CHECKLIST
7-007
DEMO CALCULATIONS
Z
008
FLOOR PLANS
Z-009
ROOF PLAN OVER SITE PLAN
Z-010
FLOOR AREA CALCS
7-011
HEIGHT INFORMATION
SURVEY—SOPRIS ENGINEERING
C200
BASINS
C300
GRADING AND DRAINAGE PLAN
C400
UTILITIES
C500
DETAILS
C600
EROSION SEDIMENT CONTROL PLAN
L100
LANDSCAPE DEVELOPMENT PLAN
L200
PLANTING PLAN + FENCE DESIGN
L300
LIGHTING PLAN
L500
LIGHTING SPECS
A102
SITE PLAN
A103
FAR PROPOSED
A104
FAR EXISTING
A105
FIRE AREA PLAN
A200
BASEMENT LEVEL
A201
GROUND LEVEL PLAN
A202
UPPER LEVEL PLAN
A203
ROOF PLAN
A301
ELEVATIONS PROPOSED + EXISTING
A302
ELEVATIONS PROPOSED + EXISTING
A303
ELEVATIONS PROPOSED + EXISTING
A401
SECTIONS
A402
SECTIONS
A601
ASSEMBLIES
A602
ASSEMBLIES, DETAILS
A603
STAIR DETAILS
A604
DETAILS
A701
KITCHEN
A702
BATHROOMS
A703
BATHROOMS
A704
LIVING ROOM
A801
DOOR AND WINDOW SCHEDULE
E101
LOWER LEVEL ELECTRICAL
E201
MAIN LEVEL
ELECTRICAL
E202
UPPER LEVEL
ELECTRICAL
D201
FLOOR PLAN
— DEMO
D202
FLOOR PLAN
— DEMO
EX 200
EXISTING
BASEMENT LEVEL PLAN
EX 201
EXISTING —
MAIN LEVEL PLAN
EX 202
EXISTING —
UPPER LEVEL PLAN
EX 401
EXISTING —
SECTION E—W
EX 402
EXISTING
SECTION N S
M0.1
COVER SHEET
M0.2
EQUIPMENT SCHEDULE
M1.1
BASEMENT LAYOUT
M1.21
MAIN LEVEL SUPPLY
M2.0
MAIN LEVEL SYSTEM
M3.0
UPPER LEVEL SYSTEM
S0.001
GENERAL NOTES + TYP. DETAILS
S2.001
FOUNDATION PLAN
S2.002
MAIN LEVEL FRAMING
S2.003
UPPER FLOOR FRAMING
S2.004
ROOF FRAMING
S6.001
DETAILS
S6.002
DETAILS
COVER SHEET NOTES
FOR PLANNING APPROVAL EVERY PAGE OF
EVERY APPROVAL IS PRINTED ON SHEETS
7-002 & 7-003 'APPROVALS' AS REQUIRED
P11
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
n/a
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ROARING FORK VALLEY 970 945 2326
ANDY SILVERMAN 970 384 4627
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
(OVER SHEET
PROJECT # 1904
FILENAME: 1904
AOOO
S1
5
°
4
4
'
1
7
"
W
10
0
.
0
0
10
0
.
0
0
N1
5
°
4
4
'
1
7
"
E
S74° 15' 43"E 30.00'
N74° 15' 43"W 18.57'
S
3
5
°
5
5
'
0
7
"
E
2
5
7
.
6
4
'
N79° 13' 41"W
1834.77'
S1
5
°
4
4
'
1
7
"
W
2
5
.
4
2
S1
5
°
4
4
'
1
7
"
W
5
9
.
0
8
N74° 15' 43"W 14.43
S1
5
°
4
4
'
1
7
"
W
1
5
.
5
0
S74° 15' 43"E
3.00'
N79° 13' 41"W
1834.77'
11.2
9.
4
5.1
6.
0
11.6
32
.
1
1.1
18
.
5
8.6
2.
9
3.2
2.
015.0
42
.
4
0.57'
30.38'
20.92'
15.47'
21.01'
3-3.5"x7'
4-4.5"x9'
3-4.75"x9'
2-4.2"x8'
4-4"x8'
5.6"x11'2"x4'
2"x4'
2"x4'2"x4'
2"x4'
4"x8'
4.8"x10'
15.9"x30'
11.5"x22'
6"x12'7.1"x14'
9.9"x20'
2.5"x5'7.2"x14'
6-2"x24'
XGAS
XG
A
S
XGAS
XG
A
S
XGAS
XGA
S
XGAS
XG
A
S
XEL
XEL
XEL
XE
L
XEL
XEL
XEL
XEL
XTV
XT
V
XTV
XT
V XUT
XU
T
XUT
XU
T
TWO STORY
WOOD FRAME HOUSE
WITH BASEMENT
COVERED
ENTRY
COVERED
ENTRY
LOT A
LOT 1
0.069 Acres ±
3,000 SQFT ±
COVERED
PORCH
STEPS
STEPS
RETAINING WALL
W/ IRON FENCE
LOT M
LOT B LOT FLOT E
LOT O LOT PLOT K LOT L LOT N
MAIN STREET
BLOCK 59
(ASPHALT SURFACE)
ADJOINING
PROPERTY
WOOD
PRIVACY FENCE
GRAVEL
PARKING
CONCRETE SIDEWALK
CONCRETE CURB & GUTTER
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
ALLEY
FOUND NO. 5
REBAR AND
PLASTIC CAP L.S.
#12707
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. #12707
PROJECT BENCHMARK
GATE
SIGN
GPS - 6
CENTERLINE OF
S. GARMISCH ST.
& E. HOPKINS AVE
GPS - 7
CENTERLINE OF S. SIXTH ST.
& W. HOPKINS AVE
(T
I
E
)
(TIE)
FOUND NO. 5 REBAR
& PLASTIC CAP L.S.
#28643
FOUND NO. 5
REBAR
& PLASTIC CAP
L.S. #28643
100.00' ROW WIDTH
1S
T
S
T
R
E
E
T
75
.
4
5
R
O
W
W
I
D
T
H
UNLANDSCAPED
SURFACE
7894
78
9
4
7
8
9
5
78
9
4
78
9
4
78
9
5
7894
FOUND NO. 5 REBAR
& PLASTIC CAP L.S. #28643
BEARS S62°37'30"W, 0.22'7894
7
8
9
4
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. 19598
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. 19598
3' WITNESS CORNER
SET NO. 5 REBAR & PLASTIC CAP L.S. 28643
FOUND NO. 5 REBAR & PLASTIC CAP L.S. 19598
BEARS N55°27'29"W, 0.15'
FOUND NO. 5 REBAR & PLASTIC CAP L.S. 19598
BEARS N31°23'16"W, 0.43'
3' SIDEYARD
SETBACK, SEE NOTE NO. 12
10'
FRONTYARD
SETBACK
5' SIDEYARD SETBACK
5' REARYARD
SETBACK
3' SIDEYARD SETBACK
SEE NOTE NO. 12
5' REARYARD
SETBACK
IMPROVEMENT SURVEY PLAT OF:
SHEET 1 OF 1
125 W. MAIN STREET
LOTS C & D, CITY AND TOWNSITE OF ASPEN,
COUNTY OF PITKIN, STATE OF COLORADO
NOTES
1.DATE OF SURVEY: APRIL 16, 2013 AND JULY 31, 2019.
2.DATE OF PREPARATION: MAY, 2013 AND JULY - SEPTEMBER, 2019.
3.BASIS OF BEARING: A BEARING OF N 38°05'44" W ESTABLISHED BY GPS
OBSERVATIONS BETWEEN NGS MONUMENTS S-159 & Q-159 UTILIZING THE CITY
OF ASPEN CONTROL MONUMENTATION MAP, PREPARED BY MARCIN
ENGINEERING LLC, DATED DECEMBER 2, 2009, THIS ESTABLISHED A SITE BEARING
BASE OF S 74°15'43" E BETWEEN THE SOUTHWEST CORNER OF BLOCK 58,
MONUMENTED BY A FOUND #5 REBAR & PLASTIC CAP L.S. #25947 AND THE
SOUTHEAST CORNER OF BLOCK 58, MONUMENTED BY AN "X" IN CONCRETE. THE
ASPEN TOWNSITE BLOCK BEARINGS (S 75°09'11" E AND S 14°50'49" W) HAVE BEEN
ROTATED 0°53'28" CLOCKWISE, TO BE CONSISTENT WITH THE RECORDED PLAT.
4.BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E.
BUCHANAN, DATED DECEMBER 15, 1959; CITY OF ASPEN GPS CONTROL
MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING LLC, DATED
DECEMBER 2, 2009; THE IMPROVEMENT SURVEY PLAT PREPARED BY SOPRIS
ENGINEERING, WITH A DATE OF APRIL 16, 2013; THE HISTORIC LANDMARK LOT
SPLIT OF 125 W. MAIN STREET RECORDED DECEMBER 6, 2013 AS PLAT BOOK 105
AT PAGE 32, RECEPTION NO. 606319; VARIOUS DOCUMENTS OF RECORD, AND
THE FOUND MONUMENTS, AS SHOWN.
5.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING,
LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL
INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF
RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4, AND THE
TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES - ASPEN
DIVISION, FILE NUMBER 0706012-C, EFFECTIVE DATE OF JULY 16, 2019.
6.PITKIN COUNTY PARCEL NO. 273512455065.
7.ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 08097C0203C (JUNE
4, 1987) THE SUBJECT PROPERTY IS NOT WITHIN A FLOOD ZONE.
8.SAID DESCRIBED PROPERTY IS IN A SLOPE PERCENTAGE CATEGORY OF 0-20% (OR
LESS), ACCORDING TO THE PERCENT SLOPE MAP, PREPARED JULY 1, 2009 BY
ASPEN PITKIN GIS.
9.SAID DESCRIBED PROPERTY IS NOT WITHIN THE MUD FLOW ZONES, ACCORDING
TO THE 2014 CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (FIGURE 7.1a)
AND OUTSIDE THE POTENTIAL GEOLOGICAL HAZARD ZONES, ACCORDING TO THE
2001 CITY OF ASPEN MASTER DRAINAGE PLAN (FIGURE ES-5).
10.BASIS OF ELEVATION: THE CITY OF ASPEN CONTROL DATUM, WHICH IS BASED ON
AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "S-159". THIS
ESTABLISHED A SITE BENCHMARK ELEVATION OF 7894.1' ON A FOUND NO. 5
REBAR WITH A 1.25" PLASTIC CAP (L.S. 12707) MONUMENTING THE NORTHWEST
CORNER OF THE SUBJECT PROPERTY, SHOWN HEREON.
11.CONTOUR INTERVAL: ONE (1) FOOT.
12.PER RESOLUTION NO. 23 OF 2013, RECORDED JULY 19, 2013 AS RECEPTION NO.
601520, THE EAST SIDEYARD SETBACK HAS BEEN REDUCED BY TWO FEET (2').
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
GRK 19179 9/30/2019 G:\2019\19179 125 W. MAIN ASPEN\SURVEY\Survey DWGs\Working Base Dwgs\19179 ISP 13047 UPDATE.dwg
VICINITY MAP
SCALE: 1" = 2000'
DECIDUOUS TREE (TRUNK DIAMETER" X DRIPLINE')
CONIFEROUS TREE (TRUNK DIAMETER" X DRIPLINE')
EDGE OF VEGETATION
LIGHT POLE
ELECTRIC TRANSFORMER
ELECTRIC PEDESTAL
TELEPHONE PEDESTAL
CATV PEDESTAL
EXISTING CONDITIONS LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
SITE
IMPROVEMENT SURVEY PLAT
I, GEOFFREY R. KELLER, HEREBY CERTIFY TO RALLI DIMITRIUS, TRUSTEE F/B/O THE RALLI DIMITRIUS
TRUST, U/D DATED SEPTEMBER 17, 1992 AND THE TITLE COMPANY OF, THAT THIS IS
AN “IMPROVEMENT SURVEY PLAT” AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A
MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER
COURSES, WATER FEATURES AND/OR BODIES OF WATER , ROADS, VISIBLE UTILITIES, FENCES, OR
WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH
PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL
EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR
APPARENT, OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN TITLE COMPANY OF THE
ROCKIES - ASPEN DIVISION'S TITLE INSURANCE FILE NO. 0706012-C, OR OTHER SOURCES AS
SPECIFIED ON THE IMPROVEMENT SURVEY PLAT.
________________________________
GEOFFREY R. KELLER L.S. #37997
PROPERTY DESCRIPTION
LOT 1, HISTORIC LANDMARK LOT SPLIT OF 125 W. MAIN STREET
RECORDED DECEMBER 6, 2013 AS PLAT BOOK 105 AT PAGE 32
RECEPTION NO. 606319
CITY OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO
GAS METER
PR:3.0
AREA:173.3 SF
gutter 1
PR:3.1
AREA:173.3 SF
gutter 2 PR:3.2
AREA:195.3 SF
PR:2.0
AREA:236.5 SF
PR:2.1
AREA:121.4 SF
PR:2.2
AREA:151.3 SF
gutter 3
PR:2.3
AREA:320.6 SF
PR:2.4
AREA:238.8 SF
PR:1.3
AREA:203.5 SF
PR:1.0
AREA:532.8 SF
PR:1.4
AREA:552.4 SF
PR:1.1
AREA:38.6 SF
PR:WW1
AREA:18.9 SF
PR:1.2
AREA:43.6 SF
DISCHARGE BASIN PR:2.4
DOWNSPOUT TO PAVERS
DISCHARGE BASIN PR:3.0
TO YARD
REPLACE CURB & GUTTER
IF DAMAGED DURING
CONSTRUCTION
El
e
v
a
t
i
o
n
Station
Pipe A PROFILE
7892
7893
7894
7895
-0+020+00 0+25 0+50 0+75 0+84
CONCRETE PAVERS MIN 3 1
8"
FOR VEHICULAR TRAFFIC
NO. 8, 89, OR 9 AGGREGATE
BETWEEN JOINTS
BEDDING COURSE
MIN 2" NO. 8 AGGREGATE
NO. 8 STONE
MIN 6" BELOW PIPE
10/18/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
RA
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11/15/2019 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
C200
GRADING &
DRAINAGE PLAN
0 5 10 20 40
Scale: 1" = 10'
N
EXISTING CONTOUR
PROPOSED CONTOUR7910
PROPERTY LINE
CONCRETE
LEGEND
BUILDING
ROOF OUTLINE
LOWER LEVEL OUTLINE
WALL
NOTES:
1. GUTTERS AND DOWNSPOUTS SHALL
BE UTILIZED FOR BASINS PR:3.0, PR:3.1
AND PR:2.2.
2. INTERNAL DRAIN SYSTEM FOR PR:2.4
SHALL DISCHARGE TO PAVERS.
3. BASIN PR:2.0 SHALL SHEET FLOW TO
FRONT YARD.
4. ALL OTHER BASINS SHALL SHEET
FLOW TO INLETS 1-5.
I
(�y
COATROOM
107
GAS
KITCHEN 1n
105
� I
I
00 00 00 00
LAUNDRY 1.5" MEXICAN BLACK BEACH
Fl 0-81 ROCK INFILL BETWEEN CONC.
PLANKS.
\ I
Ir I
SITE BUILT CONCRETE PAVING
STRIPS 12"x6"x8'OR16'. REF.
- CIVIL FOR DRAINAGE PROFILE.
I I
/ I
I
ALLEY
I
I
PATH LIGHT
FIXTURE 'K', TYR.
FOR THREE
I
L!tj Lf�l
I
I— — — — — — — —— — —— — — —�— — — — — — -I
(__B SITE IMPROVEMENTS — NEW PERVIOUS DRIVEWAY
l OV 1 /4" - 1 9 - 0"
8'-01,
180WA. go]
8'-01,
1x6 PAINTED WOOD BOARDS
2x2 PAINTED WOOD BOARDS
i
i
I
i
r�
I
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I
ELEVATION 4x4 PAINTED WOOD POSTS
Qi
(-Di
PROPERTY LINE
PLAN �Ln
I i i i
I I I I
I I I I
I I I I
i
I I I I
I i i i
I I I I
B SITE IMPROVEMENTS —NLW FENCE ON EAST PROPERTY LINE
II I 10 1 /299 - 1 9-099 I I
I i i i
I i i i
PROPERTY LINE
RESTORE METAL' EXISTING BRICK .
FENCE AND RETAINING WALL'
ENTRY GATE.
PRUNE 50% OF/ % REMOVE OVER
4.8 x10
o OVERGROWN i ASPEN GROWN
1
LILAC BUSH MULTI
STEMED
o sal I • I
EXIS!ITNG MAPLE AND
j •;• LILAC SHRUBS
LILAC
LOW FENCE I ,
_.—�_._._._..._._._._ _.-._.-._.- .-.-.-.-:-._.-._.-.-.-.-..._.-. ._ 6-2"x24'
15.9"x30' � j I / � i
SPRUCE i P- I 42 MAPLE AND
i I i LILAC SHRUB
7.1 "x14'
j ASPEN FRONT YA; x12 i
I ,
ASPEN CLEAN DEADFALL,
PRUNE AND TIGHTEN
•
----------------------------- CANOPIES.
I
.. I I � i • I
• i
---� i WHERE CRABTREE
AND MOUNTAIN ASH
I � -
----- ---- -I BLOCK PROPERTY
CORNER, (AND NOT
I
ON SUBJECT
PROPERTY)
PROVIDE
1 i i
' PROTECTION DURING
CONSTRUCTION.
I I I
i I i
• i
PROPERTY LINE
I � I
ON eax80
WHERE SPRUCE --
I i i
OVERHANGS PROPOSED
ROOF PROVIDE 'J EGRESS WELL.
6' CLEARANCE. --
j
I I j I
35.5°% 78.75° i
PROVIDE MULCH
N AREAS TOO
�I
� I DARK FOR SOD.
I I I I
-� r --y CONCRETE PAD
I s --t -- UNDER
\00 I i J CONDENSERS
El
I i I
O
_- ON 60X80 INFILL MEXICAN
BEACH ROCK IN
� I
NARROW STRIP
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' BUILDING
L�___�� i SETBACK
i 1 1 I I I ❑ i I
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j I
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j I AREA
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I i i i I
LAVE 2'X1 19599
i I ii I
i PERVIOUS
I ii i
PAVING FOR
LANDSCAPE NOTES:
IL - ! THREE PARKING A. FRONT YARD: RESTORE
SPACES. LANDSCAPE, RE —SOD AND
E IRRIGATE. INSTALL DRIP
o ii IRRIGATION.
LOW FENCE B. BACK YARD: PARKING AREA
PARKING #2-8'X19' PARKING #3-8'X19' 42" PERVIOUS PAVERS, SITE BUILT
CONCRETE.
EXISTING FENCE
C. NEW FENCE ALONG EASTERN
NOT DRAWN (3) THREE SURFACE PARKING SPOTS PROPERTY LINE, SEE B/102.
PLANTING
STRIP. 2'X36'
i
i
i
A SITE PLAN
10 3/16" 1 ' 0"
21,p1
ALLEY
i
i
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
NA
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
SITE PLAN
PROJECT # 1904
FILENAME: 1904
A 2
I
I i
I i
II 3 I
I
o o
o ACCESSIBLE WATER TAP
L
L4
-- -- --- --- ---
STREET
TACIN❑ EXEMPT
--`I
E3P❑RCH
/
AREA = 169,0 SF
—
D I M I T R I U S
I
ENT
°
a —
_
ALL
PAIOED
DE K
W eGLGHGHT
- --
RESIDENCE
o DDE
W
Sax I
B-D G5'LG HGHT
B R00 -4"CLG HGHT
I 20
125 WEST MAIN STREET
ALL❑WABLE SUBGRADE
r
°H -„-2'
T
ASPEN, CO 81611
N WA WNi SW1 RL OR" ECAESS
CALCULATI❑N71
N I
WDGFLD � I I
PARCEL ID # 273707392007
_
UNDERPIN STONE WALL
o
BASEMENT CEILING
° OR
M LEL N.
BAC LA AT LNNDOW OPENING
OPE —YES O J 6
C ITER D FRI BELV O d
HEIGHTS C❑NSTANT
SX< r'N12 .2.
O W N E R S
2
g
I
X/T(F) = C
-
—
NCH
7
203 2 L
_
—
J
RALLI DIMITRIUS TRUST
F= 1 J 0 9 6 5 9 G S F
530 SOUTH LAKE AVENUE #433
T = 1 2 6 5 0 4 S F
STAR
�' OGNT. GUARD 208
HAN°RAIL STAIR
o PEN RISER
— —
---�
PASADENA CA 91101
°
F SH LO
o - 3
X 3 0 7 2 4 G S F
TH �� OPEN FLOW W 0 TREAD
2D5 9TAR ❑PENING
HW L
95,14SF
4R;/I G ss7//
� II
307,24/1 265,04 =
2428% EXP❑SED
A NT
ALL+ ILIN
— J
PAI
W DWO WO FL R
GR❑SS AREA =
O
- �
CONSULTANT S
— — — o
O
2428% X 1 J096,59
2D
EAYE ORAC N RAM 103&56SF-95,14SF
00 LO
FS
REVEES B°°KPH UPPER LEVEL
266.25 SF FAR LOWER
FAR 943.42
LEVEL
( EXISTING 871.85 SF)
SIDE ❑PEN
DECK AREA
ARCHITECT
o
°
WILLIS PEMBER ARCHITECTS, INC
ADDI➢ON
ABOVE
—
— 37,10 SF
412 N. MILL ST.
L
ASPEN, CO
NEW KriINT
_
CONTACT: WILLIS PEMBER
p
LOWER MAIN FIN. FLOOR
_0EL. 97'-6"0
(V) 970 920 1727
J
GAS
N❑N—STREET FACING
0
STRUCTURAL ENGINEER
PORCH AREA = 3042 SF
°
EVOLVE ENGINEERING
_________2,._6„a._______________
s
1040 MAIN STREET
s
CARBONDALE, CO 81623
I
i
WNDW 0� 4'
12�
o
CONTACT: SARA MICKUS
(970) 618 7708
m
o
m
EXP❑SED
EXISTING MAIN LEVEL GR❑SS SF =
1,308,04 SF
WALL AREA
� I 245,59 SF
T❑TAL N❑N—EXEMPT P❑RCH AREA
3❑,42 SF
SURVEYOR
i
60,17 SF
SOPRIS ENGINEERING
—
PR❑P❑SED MAIN LEVEE GROSS SF =
1,324,73 SF
502 MAIN ST, STE A3
D'
TOTAL N❑N—EXEMPT PERCH AREA
= 3❑,42 SF
CARBONDALE, CO 81623
WNDW
CONTACT: MARK BECKLER
EXP❑SED
B UPPER LEVEL FL❑❑R AREA CALCULATI❑NS
A MAIN LEVEL
FL❑❑R AREA CALCULATI❑NS
(V) (970) 704-0311
WALL AREA
FAR 1/8" = 1'-0"
FAR 1/8" = 1'-0"
LANDSCAPE ARCHITECT
2 376�22 S�
79,49 SF
NORTH
NA
3/B'
—�------"-------CIVIL
ENGINEER
—
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
EXP ❑SED
WOODY CREEK, CO 81656
WALL AREA
CONTACT: JOSH RICE
3 131,14 SF 25,53 SF
970 309 7130
4 — —6='--- —
SOILS ENGINEER
i
TBD
i
m;
C X P ❑SED
MECHANICAL CONSULTANT
m'
WALL AREA
DESIGN -BUILD BY RUDD
462.10 S 144 7 S F ,
FLOOR AREA SUMMARY
GENERAL CONTRACTOR
- - - - °=°-- - - -
MAIN LEVEL AREA: 17324.73 1,308.04 EXIST
RUDD CONSTRUCTION
;
_+-
UPPER LEVEL AREA: 943.42 871.85 EXIST
132 PARK AVENUE
BASALT, CO 81621
EXPOSED
BASEMENT LEVEL: 266.25 (HABITABLE)
SCOTT DURYEA
WALL AREA
VO 970 618 7200NTACT:
5 125,02 SF 26,34 SF
TOTAL FAR 2,534.40 (2,179.89 EXIST)
134.40 SF BONUS REQUIRED
EGRESS
ISSUE:
0i
o
WNDW
EXP❑SED
S.D. 7.19.19
m
WALL AREA
6 164.77SF
HPC 1.15.20
PROGRESS:
— 5 8 0 5 SF
MAX ALLOWABLE FAR IS .8 TO 1 OR 2,400SF per R6.
PERMIT SUBMITTAL:
CONSTRUCTION:
I
i
-
MAX ALLOWABLE DECK AREA is 15% of MAX FAR or 360SF.
CHANGE ORDER
i
m
EXP❑SED
6 5 SS EXISTING)
REMAININGFAR = 12 1 F(220.11 F EXI TINmWALL
AREA
— 710.5 SF 2,85 SF
Mixed Use Zone District in Land Use Code section 26.710.180.D.11.c.i, Floor
FLOOR AREA
Area Ratio (FAR).
CAUS PROPOSED
—I I
Detached residential and duplex dwellings established prior to the adoption of
I
PROJECT # 1904
m
mi
EXPOSED
Ordinance No. 7, Series of 2005 receive 100% of the allowable floor area of an
FILENAME: 1904
WALL AREA
8
equivalent -sized lot located in the R-6 Zone District.)
14919 S�
— 40,34 SF
C SUB
GRADE CALCULATI❑N
FAR 1/8"
= 1'-0"
I
I
I
I
L-
I
I
L_
0' 4' 12'
I
I
I
�S.O.G ABOVE
I
I
J
BASEMENT C❑NSIDER UNINHABITABLE (per C❑A)
EAR = 0
N❑NSTREET F
P❑RCH AREA - 30
PR❑P❑SED MAIN LEVEL GR❑SS SE = 1,324,73 SE
STAIR ❑PENING 16,69SF = 1,308,04
T❑TAL N❑NEXEMPT P❑RCH AREA = 3❑,42
SUB GRADE CALCULATI❑N
1/8" = 1'-0"
I T
FACING EXEMPT
AREA = 169,0 SF
HISTORIC WALL TYPE
SF
SF ADDITION WALL TYPE
04' 12'
UPPER LEVEL FLEER AREA CAUCUUATI❑NS
1/8" = 1'-0"
FLOOR AREA SUMMARY
MAIN LEVEL AREA:
UPPER LEVEL AREA:
BASEMENT LEVEL:
TOTAL FAR
NORTH
1,308.04
871.85
0.00 (UNINHABITABLE)
2,179.89
STAIR
❑PENING
28,98SF SE
DJF1
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
GROSS AREA = CONSULTANTS
90479SF-2898SF=
UPPER LEVEL
875.81 SF)
0' 4'
MAIN LEVEL EL❑❑R AREA CALCULATI❑NS
1/8" = 1'-0"
ARPHIT11I
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
MAX ALLOWABLE FAR IS 1:1 OR 2,400SF per R6. HP(: I.I5.20
I� PROGRESS:
MAX ALLOWABLE DECK AREA is 15% of MAX FAR or 360SF. PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
REMAINING FAR = 220.11 SF
Mixed Use Zone District in Land Use Code section 26.710.180.D.11.c.i, Floor
Area Ratio (FAR).
Detached residential and duplex dwellings established prior to the adoption of
Ordinance No. 7, Series of 2005 receive 100% of the allowable floor area of an
equivalent -sized lot located in the R-6 Zone District.)
FLOOR AREA
(ALICS EXISTING
PROJECT # 1904
FILENAME: 1904
Al 04
1
A401
3
A401
1 9' 4 1 /8"
_ V1 -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.- -.-
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_ _ _ __ __ _ - LL--------
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UTILITIY CASEWORK BELOW BED NEW CONC. SLAB
CHASE PLATFORM
NEW CONC. FOOTING
2'-11 1/8" 11BUNKROOM
I� i0
�I VERIFY 003
BUNKROOM SECTION — VIEW EAST
1 / ^ 99 - ^ 9 - O 99
Q
------------------4-8 5/8"-------
Q
------------- 14'- 0 3/8" --
---------------
w
-------------------------------------------------
11'-8 3/8" 13 10 �/4"
Ii i I i
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OPEN STORAGE SHELVES 42SF ACCESSIBLE WATER TAP
� I I
F - - - - - - - - �I
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HVAC
I MECH. RM
I I 001
2'-0" HW F------ - - - - --
-----------
4
TWIN 39x75 TWIN I 39x75
1� -- - - - -
----------- --
==-=_ --J
--
001
�
7'-1 1/1"
IR ADDER -
CASEWU
m ON 6N80
SHW
-----.UN_DER - - -
�E - --
-- ----- -
34x36
13'-2"
BUNKROOM
BATH
O 005
003 I
I
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0 22
----------T-
- ---22'-33/4"--------------
-
-
- - / „i -.-,
52 1 8 j 1
TV - WALL MOUNT
ON SWIVEL PLATFORM
WOOD FLR 0
003
1� I
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F-----
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c
tTILE BACKSPLASH
BB
006
r -
OPEN WD. SHELVES ABOVE
--J
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COUNTER AND FRIG BELOW
I
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UP
WOOD FLR
C.H. 8' 10 7/8"
STAIR
0 44 r--
FAMILY
ROOM
005 CASEWORK
NEW FOUNDATIO
ABOVESHELF -
t I2'_6"- - -
WALL AND
a
FOOTINGSi
TV (WALL
OPEN -
j
SHELF >
6
o FINISH
FLOOR j
W6
v EL.
90'-3 3/4" j
I I I
, I
,
CASEWORK
i 8" I 2'-3 /8"
2'-3 1/8" 8„
ABOVESHELF
--- -
�
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CONCRETE STEM
WALL BELOW 18-21/2
-f - - - -�- - -- -- -- -- -- -- - - -- - -- -- -
1I
fOOKS F�RI
BIKES IN-- -----
CEILING
N - -- - --------------------
L------------ --"IF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Bc
SHELF 27.25"
A.F.F.
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BA IT-
A401
I �
W5
EGRESS
II
UNDERPIN STONE WALL
AT WINDOW OPENING
4 3
I J li
A401
� � I
__HVAC 4MO PORCH
JND LANDING
I II II
III II
1'-5 5/8" j
I_
2
A401
I II II
__HVAC
1 � I
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29. 19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
BASEMENT PLAN
1/499 = -099 _ _ _ _ _ BASEMENT LEVEL
------------------- 16-65/8°........................
-----------------1-21/8„
0' 4' 1 PROJECT # 1904
FILENAME: 1904
A.I B,1 c
A200
I
4 1
A401
MAIN LEVEL_ PLAN
1
A A40 B A
NEW STEEL
HANDRAIL
-*--------14-8 5/8"------- -14� 0
----------- - - --
I
-------------------------------------------
FRONT PORCH F 4
H.B.
IEl,
��'
p E
I
,
-�--
z
,' HOOKS AND
' SHELVES. SHOE
C.H.= 9'-10"
CUBBIES BELOW
JENTRY
mw
�I
LIVING ROOM
o
WOOD ACCENT
W3
101
1 WOOD
FLR
o
WALL W/
o
-6"
BUILT-IN SHELF
w
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k--
-
1
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a
CLOSET
-- - - - - -- --- - -
1
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TV m U cn -- 4'-9 1/8" ---- ldOVERHANG 1
LLJ
ABOVE
------------------- ---- -
102 BEDROOM OFFICE
TV WALLJ MAIN LEVEL FIN. FLOOR 02 --fi-
EL. 100'-0"
� I
FLR/CLG =----'`- 1
F.P. W/ 13'-81/4- 1
DECORATIVE---------------------------------1-- -
CLADDING GF A401
5'-0"
_ WOOD FLR
I SLEEPER SOFA
ON 60X80
-------- -
---------
SEE-THROUGH GAS FIREPLACE DEMO
MASONRY
_
103
I GG
C.H.= 9'-10° CHASE
DIN
STEEL COLUMN STAIR
104
I
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r
I I
I I
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DINING
I I
1 OPEN TO ABOVE M 1
UP
o
103
I I
35.5'X 78.75"
I
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1
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W2 WOOD FLR
;OWDER
GH
C.H.= 8'-0" 105 106
SHW
3'-111/2
ROOM
-�--------j 4----------- - I
I 111
1
CAB
N 1-
ILI
j1-
VS-l
BENCH
-
----
WOOD FLR 1
OO
o ml
i t 8'-7 1/2" I
1
Ql
=
--------*i`---------------L-
I I I
I
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=I
1
>
WOOD FLR
F4—
o
- I
MW BEDROOM
N BELOW 106
I I m� NI I
1 00
-'k- 2'-0" 11'-9 1/8" i --�- C.H.= 8'-0"
1—,k-------------- 52'TV
-'Ir- - - —'c-- - 3'-9 5/8"
KITCHEN
105
I I I 1
I
ON 60X80
F3
o
APPLIANCE
1 WALL ---------12 -4 1/Z-------I-
- ----
OPEN -I DW 1 DISPOSAL
SHELVES j ---- yELOW I -2'-8 .
I I - - I
ABOVE
--------07
1'-10 3/8 1 2'-0" 1 3'-0" 1 2'-0" -- --
--L4-------------- �-
3'-9 3/4
I I
I
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BATHROOM
WQOD
107
W4
b
0
SKYLIGHT
109
_0
TIE
LOWER MAIN FIN. FLOOR
S. ENTRY
3'-6" STEAM SHOWER
---------
EL. 97'-6"
110 1
HOOKS
C. _ '-g„
1 10
CLOSET
GAS �
-�, �
F2
----
BENCH
S-0 3/4"
------
1'-10" SINK
--- C.H. 6'-9
�
I
GD
MUDR
OM-,--2' 9 -- o w
I 10
N
� 1}
TILE FLR 111 O
CONC
o
LAUNDRY
108 O
O w
i
I=
NEW WINDOW
GC o
GE
WS 1 1
I I I I
I I I I
3 -8 0
NEW STEEL 4'-101/2"-* 1 1 5'-0" ELECT
COLUMN-------------1141------------
I I I
I 1
1 10"
I I
I 1
I 1
T I 1
I
FORMER PORCH A401
104 11 I
I
I
PAD FOR (2)
CONDENSER
UNITS
I 1
I 1
I 1
I 1
I 1
I 1
DEMO PORCH
AND LANDING
I
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-----------
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HISTORIC R PLACEMENT WINDOW 1
- REVISED LOCATION A401
I
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CONC
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4
H.B.
I
NEW AND
RELOCATED
WINDOW? I
I
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GB 1
GARBAGE
7 CONTAINERS 1
I
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COUNTER AND CABS ABOVE
I
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� I 1
I 1
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I
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GATE
NEW AND RELOCATEDI WINDOW.
I I
- 1
-------------------- - 5 81'-2 1/8'
-----------------*--
I I
1 2
:A,
, A40 A40
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
GROUND FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
A201
PARTIAL SECTION AT BATH
1 /499 ^ 9 — 0"
1 Y40
iiil;4
A 440 B C
-�`-----------------14-8 5/8'-------------------- 14� 0 - --
I v
---------�------------------
I 1
I 1
1
I
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1
A401
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M- - - - - - - - -
- - - - - ------
� I
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I � I
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4------------------
I
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1
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------------------ --------------------------'k-
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----------
El
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BATH jI STOR
201� 2 22 0
I � i
STEAM 20"x3O" 9 1
031 MIN.ACCESS
SHWR
33X42 �i IBC 1209.2. A401
04
= I I
BENCH TUB 60" U �I
---------'4.-
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208
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\ CONT. GUARD
+HANDRAIL 3
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OPEN TO BELOW WOOD TREAD j A401
STAIR.
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N �11 I
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I
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207
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EAVE STORAGE NOTE: REFRAME j 1
FLOORS LOWER = 2
W2 UNDER BOTH SHED = A 401
ROOFS AT UPPER
LEVEL.
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-------------------------------------� k-
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WALL+CEILING
PAINTED
WOODWORK j
I
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I
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200
1 I I
1 I I
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KING 76x80
I to I D
WOOD FLOOR
I I I I
I I 1
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07
11 09
ACCENT
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PAINTED
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2
A40
A 10 B. C
UPPER LEVEL PLAN
1 /4" 1 9 — 0"
0' 4'
12'
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
UPPER FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
A202
3
A401
2
A401
i
A 10 B,1
ol1
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
� 1
A401
3
A401
2
A401
ail
B
UPPER LEVEL PLAN
0' 4' 12'
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
ROOF PLAN
PROJECT # 1904
FILENAME: 1904
A203
5 4 3 2 1
------------15' 44"----------------------- - - - - IC 999--------------t'-----18' 6"----------------,�
UPPI
MAIN
I i i i i I i I I
F r r
I I I I I I I I I I I I I
7--------------- L-L,
,` BASEMENT LEVEL FIN FLR L--J L -i �-
EL. 90 3 3/4
1 EAST ELEVATION PROPOSED
A30 1 /4" - 1'-0"
AMAIN
EL,
l i i i i i i
I I I I I I I
I I I I I I I
I I I I I I I
r LJ -1
BASEMENT LEVEL SLAB IL -
------------------------------------------------------------
I I I I I
EAST ELEVATION EXISTING I_
A30 1 /4" - 1'-0"
% I
I M I T R I U S
RESIDENCE
D
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
A301
UPPER LEVEL FLOOR
EL, 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0"
BASEMENT LEVEL FIN FLR
EL. 90'-3 3/4"
UPPER LEVEL FLOOR
EL, 110 8
MAIN LEVEL FLOOR
EL. 100 0
BASEMENT LEVEL SLAB
EL, 93'-4 1 2
A B B,1 C
9 1 9
9y ,1 - 2,g,
.�-----------14'85"------------------12'10�---------,
+-�'
i I�LVV VVII�UUVV COLUMN
I r r r - I
I I I I I I
I I I I I I
L--J
I I
L J
SOUTH ELEVATION - PROPOSED
1 /4" ^ 9 - 0"
1
402
12
12
I i
I I
I I
I I
I I
I I
I I
I I -
I I
I
L---J
SOUTH ELEVATION EXISTING
I I
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PROPERTY LINE /
C B A
.'----------- 14'-O8"----------- 14'-8g'y___________,•
2 1
402 A40
12
12
111/ al
;ISTING SHINGLES
UPPER LEVEL FLO
EL. 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0'
UHMU NUN -HIS I UHIU
HANDRAIL/GUARDRAIL.
I
I I I I
I I I I
I I I I I
I I I I
L__J I I L---jiI
L JI BASEMENT LEVEL FIN ELR
EL. 90'-3 3/4"
3 NORTH ELEVATION - PROPOSED
30 1 /4" - 1 >-0„
1
A40
m
I I i
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I -- r � I
I I I I
I I I I
NORTH ELEVATION - EXISTING
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCNITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
)RMER WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
UPPER LEVEL FL00�L
EL. 110 8
MAIN LEVEL FLOOR
EL. 100 0
BASEMENT LEVEL SLA
EL. 93 —4 1 2
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
EXISTING +PROPOSED
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
1 /4" ^ 9 - 0"
1 /4" ^ 9-099
A302
CLAPBOARD &DIN
PROPERTY LINE
OLD GATE, FENCE
0/ RETAINING WALL.
EW WOOD FENCE
Qo
; I i
i I
N
[I]I:1RCi17:1all 1L`1117111
PROPERTY LINE
OLD GATE, FENCE
0/ RETAINING WALL.
I I
p Q
9 791 �� 9 1 19 • ,
6 _11— — 1g) 91 —6-—————————— — — — — —, 169 99 _--------------+------------15 —4 _ __________ t
i1 2
A401 SHINGLES A401
I I
-5 1 /T�
---5=51/2----
-- - - - - - - - - - - - - - - - - t -t - - - - - - - -
BB
I
SLIDER
I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I
I I I I I I
I I I I I I
I I
J
1 WEST ELEVATION PROPOSED
30 1 /4" — V-099
1 (A4401 SHINGLES 01
I
I I
NON —HISTORIC
CASEMENT
I
i
I I
ILjI I
I I I I I
I I I I I I
I I I I I I
I I
I I I I I
I I I I I I
I I I I I I
I I I I
I I I I I I
I I I I I I
r r -
I I I I I I
I I I I I I
I I I I I I
L WEST ELEVATION — EXISTING L__J
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
UPPER LEVEL FLOOR
EL, 110 8'
NEW
WINDOW
I PROPERTY LINE
CONSULTANTS
i
i
NEW FENCE Q ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
% I z
% MAIN LEVEL
� CONTACT: WILLIS PEMBER
EL. 100'-0" (V) 970 9201727
GD �o
MAIN LVL REAR FLR oL STRUCTURAL ENGINEER
EL. 97.5'—Ong EVOLVE ENGINEERING
` 1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
L (970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
BASEMENT LEVEL FIN FLR h EL. 90'-3 3/4" 502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
XHAUST PIPE
UPPER LEVEL FLOOR
EL. 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0"
MAIN LVL REAR ELR h
EL. 97.5'-0"�
BASEMENT LEVEL
EL. 93'4 1 /2"
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
1 /499 — V-099
A303
GR�
GRADE
I I
A B C
14'-8 5/8" 14'-0 3/8"
A40 1 /4" 1 ' 0" (EGRESS WINDOW ONLY)
12
� 3 � E=A�) 1 VVE=) 1 �)E U I IUIN I HHUUUH �) I Al
PER LEVEL FIN. FLR
110'-8"
PER LEVEL BATH
108'-8 5/8"
I I
I I
I o I
I I
i I
IN LEVEL FIN, FLOOR
100'-0"
i
I
i
� I
I
I
ORMER
ASEMENT LEVEL SLAB
93"-4 1 /2" j
�i
0
\SEMENT LEVEL FIN FLOOR
90'-3-3/4"'
Moaea■iLiamaln■a■
I
PPER LEVEL BATH
108'-8 5/8"
I i
I I
I I
I o I
AIN LEVEL FIN. FLOOR
100'-0"
I
I
I
i
i
i
-ORMER
BASEMENT LEVEL SLAB
-L. 93"-4 1 /2"
of i
ASEMENT LEVEL FIN FLOOR
L. 9 0 3 3 4"'
(: - A B B�1 C
_____.LL 1 2 14'-8 5/8" 14'-0 3/8"
__ .._._._....._._._._._._._ _ - - - - - - - - —
7-7
.
EAST WEST SECTION
1 /499 ^ 9 0"
PER LEVEL FIN. FLR.
110'-8"
i
PER LEVEL BATH FIN.! FLR.
108'-8 5/8"
I i
I I
I I
I I
I � I
I b I
I I
I I
I I
IN LEVEL FIN. FLR,
STAIR
)RIVER
ASEMENT LEVEL SLAB
93"-4 1 /2"
\SEMENT LEVEL FIN. FLR
90'-3 3/4"'
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
j� EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
� I
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
I
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
EAST -WEST SEICTIONS
full BASEMENT
PROJECT # 1904
FILENAME: 1904
A40 1
1 /4" ^ 9-0"
5'-5 1/2' 1
-- - -- - --
I
i
of
vl
i
i
i
5'-8" 1
- ---------- I-
E3C � I
�i
BASEMENT
GENERAL NOTES: DOOR SCHEDULE
1. REFER TO ENERGY CALCS TO VERIFY 'U' AND 'SHGC' NUMBERS
2. CONTRACTOR TO VERIFY IN FIELD ALL MEASUREMENTS
PRIOR TO ORDERING,
3. ALL EXTERIOR DOORS UNLESS OTHERWISE NOTED TO BE 'LOEWEN'
BRAND IN BLACK CLAD WITH U-VALUE OF .28
4. TEMPERED GLASS WHERE REQUIRED BY CODE.
5. SWING DOOR 'U' VALUE IS .28.
6. ALL GLASS STOP TO BE SQUARE EDGED - ALL UNITS.
7. TEMPERED GLASS WHERE REQUIRED BY CODE.
1/2'
-------- T
ti
GENERAL NOTES: WINDOW SCHEDULE
1. REFER TO ENERGY CALCS TO VERIFY 'U' AND 'SHGC' NUMBERS
2. CONTRACTOR TO VERIFY IN FIELD ALL MEASUREMENTS
PRIOR TO ORDERING.
3. ALL NEW WINDOWS UNLESS OTHERWISE NOTED TO BE 'LOEWEN' BRAND, BLACK CLAD EXT, WITH THE
FOLLOWING U-VALUES:
U-VALUE DOUBLE GLAZED Low-E, 189
FIXED WINDOWS = .28
SLIDER WINDOWS .28
DOUBLE HUNG WINDOWS .28
4. SKYLIGHT; SB IS TO BE VELUX' WITH BLACK FRAME TO COMPLY WITH HPC APPROVAL. U VALUE=.55
OR BETTER.
5. TEMPERED GLASS WHERE REQUIRED BY CODE
6. ALL GLASS STOP TO BE SQUARE EDGED - ALL UNITS.
GENERAL NOTES: HISTORIC WINDOWS AND DOORS
1. REPAIR FRAMES AND SASHES RATHER THAN REPLACE
2. PRESERVE ORIGINAL GLASS, WHEN FEASIBLE
3. REPLACE GLAZING COMPOUND, REPAIR WOOD MEMBERS, INSTALL WEATHER-STRIPPING
4. AVOID REPLACEMENT OF HISTORIC WINDOWS.
1. Prescriptive Alternative: Use the values out of Table R402.1.2 for insulation and fenestration (printed
below). Your details, sections, and/or schedules must be noted with these R and U values.
2015 IECC Table R402.1.2 (as amended by City of Asgen Ordinance 40.2016)
WOOD
CRAWL
FRAME
MASS
BASEMENT
SLAB
SPACE
CLIMATE
FENESTRATION
SKYLIGHT
CEILING
WALL
WALL
FLOOR
WALL
R-VALUE
WALL
ZONE
U-FACTOR
U-FACTOR
R-VALUE
R-VALUE
R-VALUE
R-VALUE
R-VALUE
& DEPTH
R-VALUE
7
0.28
0.55
49
20 +5 or
19/21'
389
15/191
10,4 ftd
15/19`
1
1 13+10'
1
1
1
I
Table Footnotes:
c. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the
interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement
wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "10/13" means R-10 continuous insulated
sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall.
d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2
feet, whichever is less in Zones 1 through 3 for heated slabs.
g. Or insulation sufficient to fill the framing cavity, R-19 minimum.
h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5
continuous insulation.
I. The second R-value applies when more than half the insulation is on the interior of the mass wall.
2'-10 7/8"
� 102
FIXED
DOOR SCHEDULE
DR.
#
ROOM #
-
TYPE
SIZE (NOMINAL)
DETAILS
REMARKS
W x H
THK.
HEAD
SILL
JAMB
001
002
SWING
3'-0" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
ALL OPTIONS
002
002
SWING
3'-2" X 6'-2"
1 3/4'
-
HALF BASEMENT OPTION ONLY
003
003
SWING
3'-0" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
FULL BASEMENT OPTION ONLY
004
001
SWING
2'-2" X 7'-0"
1 /2"
11 /A602
l l /A602
FULL BASEMENT OPTION ONLY GLASS SHOWER
005
002
POCKET
3'-0" X 7'-0"
1 3/4'
11 /A602
l l /A602
FULL BASEMENT OPTION ONLY
006
003
SWING
2'-10" X 7'-0"
1 3/4'
101
100
SWING
3'-0"" X 7'-8"
1 3/4'-
-
-
HISTORIC FRONT DOOR
102
101
SWING
2'-8" X 7'-0"
1 3/4'
11 /A602
l l /A602
METAL GLASS FRENCH DOOR SYSTEM AND SIDELIGHT
103
104
POCKET
2'-8" X 7'-0"
1 /2"
11 /A602
l l /A602
METAL GLASS POCKET DOOR SIM TO 102
104
104
FIXED
2'-10" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
EXTERIOR GLASS DOOR REPLACEMENT, FIXED
105
111
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
106
111
SWING
2'-3" X 7'-0"
1 /2"
11 /A602
-
l l /A602
FRAMELESS GLASS SHOWER
107
106
SWING
2'-8" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
108
107
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
-
109
107
SWING
2'-4" X 7'-0"
1 /2"
11 /A602
l l /A602
FRAMELESS GLASS SHOWER
110
110
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
HISTORIC BACK DOOR
ill
108
POCKET
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
201
200
SWING
2'-6" X 7'-0"
1 3/4'
-
-
-
-
202
200
SWING
2'-8" X 7'-0"
1 3/4'
-
203
201
SWING
2'-3" X 7'-0"
1 /2"
3/A607
3/A607
-
FRAMELESS GLASS SHOWER
204
202
ACCESS PANEL
2'-4" X 4'-0"
1 1 /2"
-
3/A603
-
ACCESS PANEL REMOVEABLE
205
205
SWING
2'-4" X 7'-0"
1 /2"
-
3/A603
-
FRAMELESS GLASS SHOWER
206
205
POCKET
2'-0" X 2'-6"
1 3/4'
11 /A602
-
l l /A602
PASS THRU WINDOW / DOOR (1-HOUR RATED)
207
206
SWING
2'-8" X 7'-0"
1 3/4'
-
-
-
-
208
207
ACCESS PANEL
2'-4" X 4'-0"
1 1 /2"
ACCESS PANEL REMOVEABLE
209
206
FRENCH SWING
2'-6" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
210
206
FRENCH SWING
3'-0" X 6'-6"
1 3/4'
11 /A602
-
l l /A602
-
I
0I
M
i
-11
GROUND FLOOR
2'=1 3 / 8'
T-
i
I
GC
� i
(U
I
4'-5"
a I
N
VELUX
MI
UPPER LEVEL
911
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
GH GG PASADENA, CA 91101
WINDOW SCHEDULE - NEW
WDW.
#
FRAME SIZE
DETAILS
OPERATION
REMARKS
WxH
HEAD
SILL
JAMB
JAMB
BA
5'6" x 5'3"
VIF
8/A602
4/A602
8/A602
SLIDER
EGRESS NOTE #A
BB
5' 5" x V 9"
VIF
8/A602
8/A602
8/A602
SLIDER
NOTE #A
BC
5' 8" x V 9"
VIF
8/A607
8/A603
8/A602
SLIDER
NOTE #A
GA
2'3" x 5'4"
VIF
8/A607
8/A603
8/A602
DOUBLE HUNG
NOTE #A SITE MULLED UNITS
GB
1'7 1 /2" x 3'8"
VIF
8/A607
8/A603
8/A603
DOUBLE HUNG
NOTE #A
GC
2' l" x 7' 2"
VIF
8/A607
8/A603
8/A603
DOUBLE HUNG
NOTE #A
GD
2'1" x 7'2"
VIF
8/A604
8/A604
8/A604
DOUBLE HUNG
NOTE #A
GE
2'7" x 583/8"
VIF
DOUBLE HUNG
NOTE #A
GF
2'7" x 583/8"
VIF
DOUBLE HUNG
NOTE #A
GH
V 8" x 4' 0"
VIF
FIXED
FROSTED THERMAL PANEL ON INSIDE
OF HISTORIC ETCHED GLASS
GG
V 8" x 4' 0"
VIF
FIXED
FROSTED THERMAL PANEL ON INSIDE
OF HISTORIC ETCHED GLASS
UA
2'0" x 3'3"
VIF
EXISTING
EXISTING
EXISTING
EXISTING
DOUBLE HUNG
NOTE #A
UB
3'2" x 4'5"
VIF
8/A607
8/A607
2/A607
FIXED
VELUX SKYLIGHT - NOTE #D
REMARKS NOTES:
#A ALL NEW WINDOWS LOEWEN WITH U OF .28 OR BETTER.
#B DETAILS PROVIDED BY MANUFACTURER
#C ALL EXISTING WINDOWS MUST BE RE -USED, REFURBISHED AND OPERABLE (IF ORIGINALLY OPERABLE)
#D SKYLIGHT U FACTOR .55 OR BETTER.
#E
C O N S U L T A N T S
ARif_HITGPT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
n/a
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ROARING FORK VALLEY 970 945 2326
ANDY SILVERMAN 970 384 4627
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS: 11.08.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
WINDOW . DOOR
SCHEDULE
PROJECT # 1904
FILENAME: 1904
A801
N❑TES:
1, XXXXXXX
1. CARBON MONOXIDE AND SMOKE DETECTORS AS RE'QD BY CODE.
2. LOCATE AND VERIFY SELECTED USB—C OUTLETS WITH OWNER PRIOR TO INSTALLATION.
J. COORDINATE WORK WITH OWNER'S AV CONTRACTOR
ELECTRICAL_ SYMBOL KEY
EXHAUST TAN
—0
WALL MOUNTED LIGHT FIXTURE
STANDARD SWITCH
SWITCHED OUTLET
(3
DATA PERT OUTLET
THERMOSTAT
(4)
PENDANT LIGHT FIXTURE
DIMMER SWITCH
FL❑❑R OUTLET
INCLUDES
DATA/INTERNET
AUDI❑
—0
GAS C❑NNECTI❑N
CEILING MTD LIGHT FIXTURE
—64
3 WAY SWITCH
®
SPECIAL PURPOSE OUTLET
CATV
V❑ICE/PH❑NE
�
STANDARD DUPLEX OUTLET
"STEP' LIGHT FIXTURE
PHOTO CELL SWITCH
WATERPR❑❑F ❑UTLETwP
;CD)
CARBON M❑N❑HIDE DET,
STANDARD F❑UUPLEX ❑UTLET
TRACK FIXTURE
TIMER SWITCH
f
PH❑NE OR DATA JACK
\
G F,I, ❑UTLET
0
FLUOR,INT, LIGHT FIXTURE
WATER PROOF SWITCH
CATV JACK
IN—GR❑UND LIGHT
\
SM❑KE ALARM
JAMB SWITCH
RECESSED 6" LINE VOLTAGE
o
LANDSCAPE PATH LIGHT
RECESSED CURTAIN TRACK
RECESSED CEILING SPEAKER
;,
RECESSED SURFACE SPEAKER
V❑LUME SWITCH
0
RECESSED 4" L❑W VOLTAGE
(,Q
SPEAKER
dweLED
Farmhouse
Outdoor Wall Sconce 3000K
Model&Size Color Temp&CRI
Finish Won LED Lumens
WS-W68913 13"
3000K 90
0GH Graphite I12W 1900
w5-wea913 3000a 90
Example: WS.W68913-BK
DESCRIPTION
A romantic, rain -against
Illuminated.
FEATURES
-the -window appearance that sparkles when
• Driver concealed within the Fixture
5 year warranty
SPECIFICATIONS
Color Temp:
3000K
Input:
12o-277 VAC, 50/60Hz
CRI:
90
Dimming:
ELV:100-10%, 0-10V: 100 - 10%, TRIAC: 100 -
109h
Rated Life:
64000 Hours
Standards:
ETL, cETL,IP65
Wet Location Listed
Construction:
Aluminum body with seeded hammered glass
REPLACEMENT PARTS
RPL-GLA-68913 - Glass for WS-W68913
Fixture Type:
WALL SCONCE
Catalog Number:
WS-W689I3-Ex
Project:
125 WEST MAIN
Location:
ASPEN, CO
Delivered Lumens
Title 24
205
No
20
No
FINISHES
No1111
LINE DRAWING
�73/8n
13"1
— 6"--� F-35/8!-
WS-W68913
waclighting.com I Phone (800) 526.2588 I Fax (800) 526.2585 1 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NV 11050
'NAG llghUng remins the right to modify the design ofourproductso[ any dme aspart ofthe romporry'swndnuouslmpmvementprogmm. 11111ry2020
1
FRONT DOOR WALL LI CH T
FIXTURE 'H'
X
x
X
X
x
PNIuPS
LIOHTQLIE R
1:0
0
cal..
TY
s pe 4b:
3` Accent s quote adjustable
800 Lumens Philips LiahtoLie r LyteCaster LED Ac cerR adjustab be featu res a 3S' U"noire
height that co rserti sp Lenum sp ace without co mpro musing the 35'
adjl stab le tilt . T he modu Lar and i note rchangeab le Ii ght erl re albws to r
an easy tuna m upgrade. T he a ent adpa tab In is d amp locatio n Ii �d and
comes in 2standard finish options.
Complete product = Frarne-in kit +Light engine +Trim Order each sap arat0y
Ordennggusde: Frama-in ll E."pl. Al
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EplL35r•D
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RECESSED PORCH LIGHTS
FIXTURE 'AAA'
10-5/ /8" WIDE
E
PATH AND WALE EIGHT
FIXTURE 9K'+'KK'
3 5 "
ELECTRICAL SCHEDULE DATE: 11.15 2019 PROJECT # 1904 — 125 W MAIN ST
MARK
TYPE
MANUFACTURER
4
LAMP
FINISH/TRIM
BEAM SPREAD
REMARKS
A
SURFACE LINEAR LED D❑WN—LIGHT
PINNACLE
EX33 W/LENS
3000K
WHITE
NA
INDIVIDUAL 2' FIXT'S I M❑UNT T❑ BOX
DIMMEABLE
AA
IBIS HEAD LED — CLG M❑N❑P❑INT
TECH LIGHTING
MP—IBIS—WW
LED/3000K
WHITE
W W
USE W/FLUSH 4'SQ, FREEJACK
LED (WHITE) DIMMEABLE
AAA
3"x3" RECESSED DOWN LIGHT
LIGHT❑LIFR
L3 ACCENT SQ
300/3500K
WH
'W' FLOOD
IC H❑USING NOT NEEDED
B
WALL MOUNT — SWITCH AT FIXT,
ARTEMIDE
JET/WALL
LED 1W
3000K
ALUMINUM
—
DEC❑RATIVE READING LIGHT
C
2'x4' SURFACE MOUNTED FLUOR,
TBD
--
CFL
—
—
D
BATH FANS
PANAS❑NIC
FV-0511VK2
WHISPER GREEN SELECT
WHITE
80CFM FULL BATHS, 50CFM POWDER
E
DEC❑RATIVE PENDANT
TBD
---
LED
BLACK
ALL❑WANCE $600/EA
F
VANITY MIRK❑R LIGHTS
CASABATH
--
--
—
— PR❑VIDE POWER TO EACH BATH MIRR❑R
G
LINEAR ROPE LIGHTS
HM LIGHTING
❑R EQUAL
LTR 300 LED RIBB❑N
S❑-WW3500K 12V DC
DIMMEABLE
H
EXTERI❑R WALL SCONCE
ALL❑WANCE $400/EA
J
DEC❑RATIVE PENDANT— DINING R❑❑M
TBD
MULTI STEMMED
ALL❑WANCE $10,000
K+KK
EXTERI❑R PATH LIGHTS
ARTEMIDE
CICL❑PE FLOOR 6W LED
DIRK GRAY
X INDICATES HIGH EFFICACY LAMPING T❑ MEET CODE
++ INDICATES DEC❑RATIVE LIGHTING FIXTURE — REF ALLOWANCE #1
WHOLE HOUSE SOUND, DATA, CATV, TV AND SECURITY BY ❑WNER'S CONSULTANT
N❑TE: ALL EXTERI❑R FIXTURES TO REMAIN AS THEY ARE — NO CHANGE
MAIN LEVEE ELECTRICAL PLAN
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
LOWER FLOOR
ELE(PLAN
PROJECT # 1904
FILENAME: 1904
E201
1 /499 1 9 — 099
1
1
A401
Zl(�2
;401
BASEMENT PLAN
-- -- --- - -1 S-10499- - -
i
i
i
i
i
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
°
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
1--loo
o�
i
i
CONSULTANTS
°
i
i
i
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or
WILLIS PEMBER ARCHITECTS, INC
1
412 N. MILL ST.
A 401
ASPEN, CO
CONTACT: WILLIS PEMBER
—i00
�
(V) 970 920 1727
�
STRUCTURAL ENGINEER
°o
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
I
SURVEYOR
i
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
i
NA
00
CIVIL ENGINEER
- I
WOODY CREEK ENGINEERING, LLC
5599
8
P.O. BOX 575
WOODY CREEK, CO 81656
2
CONTACT: JOSH RICE
A401
970 309 7130
SOILS ENGINEER
i
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
0' 4'
i
i
S.O.G ABOVE
-----------------
9 J
12'
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
BASEMENT LEVEL
PROJECT # 1904
FILENAME: 1904
1 /499 1 9-o99
EX200
1
40
711, %%
, 1„
399
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,'
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RESIDENCE
----------------------------------
--------
1 2 5 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
______________
O %%
_ _
_
_____
'
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OWNERS
°
00
00
ENTRY
- - -
----------
-------- - - - - >�
RALLI DIMITRIUS TRUST
-----------------
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
7
5919,E-,_1199-__,..----8'
62"---- -
3,�
4
2
I
- -- -- -- -- --
-- -- -- -- -- --
LIVING ROOM
i
.'.'
73"
CABINET
C O N S U L T A N T S
I i
'-------------------
13i
'
C.H.= 9'-10"
1
A401 _IN
BEDROOM
A401
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
WOOD -BURNING
412 N. MILL ST.
�
N
FIREPLACE
CO
®ASPEN,
,'---------13'-3----------,'
4
CONTACT: WILLIS PEMBER
.�
(V) 970 920 1727
C.H.= 9'-10"
.. ` 68
`�'
STRUCTURAL ENGINEER
CDEVOLVE
ENGINEERING
----------------._
-- -- ;{:
r`co
1040 MAIN STREET
_ _._--- ----
-------- -- -f:
CARB0N0ALE,l;001b'23
"rise
CONTACT: SARA MICKUS
84" DINING
N
(970) 618 7708
- _____ ____LF__________
mil`
`
SIN
Lc)
SURVEYOR
-3�8 "
i
SOPRIS ENGINEERING6
PORCH
502 MAIN ST, STE A3
❑
CARBONDALE, CO 81623
----------
CONTACT: MARK BECKLER
`---
�00
------- - - - - -- -
(V) (970) 704-0311
=1;- -
- - - - - - - - -- -- - -
C.H.= 9'10"
❑
C.H.= 9'-10"
LANDSCAPE ARCHITECT
NA
I
j
SIN
KITCHEN
0
uo
CIVIL ENGINEER
2
2
WOODY CREEK ENGINEERING, LLC
A401
BEDROOM
1 „
A401
P.O. BOX 575
.'---
-----12
4- - - -
-- - - -.'
WOODY CREEK, CO81656
0 o
O O
I
CONTACT: JOSH RICE
®
970 309 7130
GONG
-I0
SOILS ENGINEER
�
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TBD
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399
GENERAL CONTRACTOR
N�
78 .'.'
-------
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...-.-...- - - - - -
- - - - - - - - - - -
RUDD CONSTRUCTION
132 PARK AVENUE
0--)
BASALT, CO 81621
c�
CONTACT: SCOTT DURYEA
GAS
1
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(V) 970 618 7200
_
----:-:-:-:- - _ _ _
�I
_._._._._._._._._._._
LAUNDRY
—i�
CDCO
C
GAS
ISSUE:
�!
UTILITY
;
0
S.D. 7.19.19
HPC:
_________________
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PROGRESS:
PERMIT SUBMITTAL: 9.21.19
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CONSTRUCTION:
CHANGE ORDER
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HISTORIC WALL TYPE
ADDITION WALL TYPE
PROJECT # 1904
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D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
UPPER FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
EX202
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1 /499 ^ 9-099
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D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
AS-BUNT
EAST -WEST SECTIONS
PROJECT # 1904
FILENAME: 1904
EX401
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NORTH SOUTH SECTION
1 /499 - ^ 9-099
NORTH -SOUTH SECTION
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
NORTH SOUTH
SEICTIONS-EXISTING
PROJECT # 1904
FILENAME: 1904
1 /499 - ^ 9-099
EX402
STRUCTURAL GENERAL NOTES
GENERAL
1.All construction shall conform to the 2015 editions of the International Residential Code (IRC) & International Building Code (IBC),
and the City of Aspen amendments.
2.Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings.
3.The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect and
Structural Engineer of Record (S.E.O.R.) before proceeding with work.
4.Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions
shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural
drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govern. Notify the S.E.O.R. of any
discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used.
5.No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance or
as shown on these drawings.
6.Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical or other
drawings included in the Construction Documents.
7.Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern.
MANUFACTURED WOOD PRODUCTS
1.Manufactured wood I-joists shall be installed in accordance with the manufacturer's recommended details for blocking, bracing,
bearing and connections. See plan for size, depth and product designations. Any alternate products shall be submitted to the
engineer for written approval prior to construction.
2.Laminated Veneer Lumber (LVL) beam & column plies shall be 1 3/4" in width with number of plies and depths as noted on plan.
LVL shall have the following minimum working stresses: Fc pll=2,510 psi, Fb=2,600 psi, Fv=285 psi, E=2,000,000 psi.
3.Laminated Strand Lumber (LSL), beams (1 3/4" min) and rimboard (1 1/4" min) shall be as noted on plan, with the following
minimum working stresses: Fc pll=1,400 psi, Fb=1,700 psi, Fv=400 psi, E=1,300,000 psi.
4.Versa-Stud (1 1/2" min) shall be noted on plan, with the following minimum working stresses: Fc pll=3,000 psi, Fb=2,400 psi,
E=1,700,000 psi.
5.Parallel Strand Lumber (PSL) beams shall be as noted on plan with the following minimum working stresses: Fb=2,900 psi,
Fv=290 psi, E=2,000,000 psi.
6.Parallel Strand Lumber (PSL) columns shall be as noted on plan with the following minimum working stresses: Fc pll=2,500 psi,
Fb=2,400 psi, Fv=190 psi, E=1,800,000 psi.
7.Glulam (GL) beams shall be as noted on plan with the following minimum working stresses: 24F-V4, Fb(tension zone)=2,400 psi,
Fv=265 psi, E=1,800,000 psi. All mult-span beams, including cantilever conditions, shall be 24F-V8 unless noted otherwise in the
drawings.
8.Manufactured wood products as noted above shall be installed per manufacturer's specifications.
9.Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated per
manufacturer's specifications.
10.Wood manufactured products other than those noted, which have ICC-ES approval, may be used with approval by the engineer of
record. Substitutions made by the Owner or Contractor shall include all connection hardware as required for sizes used, and shall
have equivalent load ratings as those called for on the Drawings.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS
1.The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced.
2.The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final
completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor.
3.The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall comply
with all applicable safety regulations.
BACKFILLING
1.Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor
framing) are in place and securely anchored, or until adequate temporary shoring is installed.
2.Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling.
FASTENER AT NEAR FACE
FASTENER AT FAR FACE
(3-PLY & 4-PLY ONLY)
PLY TO PLY CONNECTION 3-PLY2-PLY
2 ROWS 10d NAILS @ 12"o.c.ONE FACE EA FACE
PLY TO PLY CONNECTION 3-PLY2-PLY
2 ROWS 12d NAILS @ 12"o.c.ONE FACE EA FACE
2"
12"/24"o.c.2"
PLY TO PLY CONNECTION 3-PLY2-PLY
3 ROWS 16d NAILS @ 12"o.c.ONE FACE EA FACE
4-PLY
EA FACE2 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.
4-PLY
3 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.EA FACE
FOR COLUMNS OVER 3-PLY, ATTACH EACH ADDITIONAL PLY w/ (2) ROWS OF 10d NAILS @ 12"o.c.
SAWN LUMBER (2" NOM. THICKNESS) CONNECTION SCHEDULE
LVL 1 3/4" THICK, MEMBER WIDTH < 14" CONNECTION SCHEDULE
LVL 1 3/4" THICK, MEMBER WIDTH > = 14" CONNECTION SCHEDULE
2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER
ELEVATION
1. FLOOR SHEATHING SHALL BE AS FOLLOWS:
WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING, RATED STURD-I FLOOR, 24"
o.c, 23/32" THICK, T & G OR 1 1/8" WARMBOARD-S. FLOOR SHEATHING SHALL BE GLUED AND FASTENED TO FLOOR
JOISTS & BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 AND APPLIED IN ACCORDANCE
WITH MANUFACTURER RECOMMENDATIONS. REMOVE WATER, DUST AND DEBRIS FROM JOISTS. APPLY GLUE TO
JOISTS & BEAMS AND COMPLETE ALL FASTENING BEFORE GLUE SETS. FLOOR SHEATHING USED AT EXTERIOR
DECKS SHALL BE LABELED "EXTERIOR" OR "EXPOSURE 1".
2. ROOF SHEATHING SHALL BE AS FOLLOWS:
WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING, LABELED
"EXTERIOR" OR "EXPOSURE 1", RATED SHEATHING, 40/20, 5/8" THICK
3. FLOOR AND ROOF
SHEATHING LAYOUT:
3-SPAN CONTINUOUS - MIN,
PERP TO FRAMING MEMBERS
BRACED WALL PANELS
1.All bearing walls, including unlabeled, hatched BWP's, shall be continuously sheathed as Typical Exterior or Interior Panels,
accordingly.
2.Typical Exterior Panels shall be 7/16" APA rated OSB or plywood attached to studs w/ 8d common or galvanized box nails (1 3/8"
stud penetration) @ 6"o.c. at panel edges & 12"o.c. at intermediate supports. Block all panel edges.
3.Typical Interior Panels shall be 5/8" gypsum board, both sides of wall, attached to studs w/ 6d cooler nails, 0.120 x 1 3/4", min 3/8"
head (or No. 6 1 1/4" Type S or W screws), spaced at 4"o.c. at all supports, studs & plates. Studs shall be spaced @ 24"o.c. max
@ panels. Block all panel edges.
4.All hatched BWP's are critical to the current lateral force resisting system design. They shall not be modified.
5.Special BWP's, holdown straps & anchors, as required, are denoted per plans and shall be constructed per schedules shown on
these drawings.
6.Where BWP'S are not dimensioned, extend between wall openings or corners as shown on plan.
2'-0" MIN LAP - U.N.O.
WOOD AND TIMBER FRAMING
1.All wood and heavy timber construction shall conform to the American Institute of Timber Construction (AITC) and National Design
Specification (NDS) Standards, latest edition.
2.Structural framing lumber shall be at a minimum, as noted below, unless noted otherwise, and shall have a maximum moisture
content of 19% at time of delivery.
SHEATHING NAILING
SHEATHING
APPLICATION FASTENERS
NAIL SPACING
COMMENTS@ INTERMEDIATE
SUPPORTS @ PANEL EDGES
WOOD FLOOR 8d COMMON (0.131 Ø)12"6"GLUED (SEE NOTE 1)
WOOD ROOF 8d COMMON (0.131 Ø)12"6"-
DBL 2x TOP PL TYP U.N.O.
(2) 10d @ CORNER & INTERSECTION LAPS
10d COMMON @ 24"o.c.
(2) 10d ADD'L
(8) 10d COMMON
MIN BTWN SPLICES
TYPE SPECIES GRADE Fb (MIN)
Existing 2x structural Joists, Rafters & Headers Hem Fir No. 2 850 psi
2x Structural Joists, Rafters & Headers Douglas Fir-Larch No. 2 900 psi
2x Studs, Posts & Plates
Douglas Fir-Larch No. 2 900 psi
Versa-Stud 1.7E 2,400 psi
Plates
Douglas Fir-Larch No. 2 900 psi
LSL 1.3E 1,700 psi
Stringers, Beams & Posts (4x)Douglas Fir-Larch No. 1 1,000 psi
Stringers, beams (6x & greater)Douglas Fir-Larch No. 1 1,350 psi
Posts (6x & greater)Douglas Fir-Larch No. 1 1,200 psi
SPECIAL INSPECTION
1.The owner shall employ a special inspector per IBC Chapter 17. The special inspector shall submit a copy of all his reports to the
Owner, Architect, Structural Engineer and the Building Department. When the work is completed, the special inspector shall
submit a final signed report stating whether the work was, to the best of his knowledge, in conformance with the approved set of
plans and specifications and the applicable workmanship provisions of the building code. The S.E.O.R. will make visits to the site
to observe general compliance with the approved structural plans, specifications and change orders. The contractor shall
coordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed with
minimal impact to the project schedule.
2.Special inspection is required for the following types of work. Refer to Chapter 17 of the 2015 IBC for additional testing and
specific requirements.
2.1.All cast-in-place concrete work & reinforcing placement, except nonstructural concrete (periodic).
2.2.All masonry construction (periodic per IBC 1705.4).
2.3.All bolts and embeds in concrete (continuous if wet stabbed, periodic if tied).
2.4.All shop and field welding (periodic).
2.5.All high-strength bolted connections (periodic).
SHOP AND ERECTION DRAWINGS
1.The Contractor shall furnish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of Record
prior to fabrication for the following items:
1.1.Wood roof trusses
1.2.Structural Insulated Panels (SIP's)
1.3.Structural steel
1.4.Concrete and masonry reinforcing steel
1.5.Concrete mix designs
1.6.Glazing and intermediate structure per manufacturer for large areas of wall
2.The manufacture, fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of
Record is at the sole risk of the Contractor.
A35 OR LS50 CLIP @ KING STUD
TO TOP & BOT PL's @ WALL OPNG
WIDTH > 4'-0" & (2) A35 OR LS50's
@ WIDTH > 7'-0" - TYP U.N.O.
2x SILL PL - USE (2) 2x
PL's w/ A35 EA END @
EXT WALL OPNG 8'-0" &
GREATER - TYP
(1) 2x6 TRIM STUD MIN,
TYP U.N.O. PER PLAN
(2) 2x6 HDR MIN, TYP
U.N.O. PER PLAN
(2) 16d COMMON, END
NAIL OR (4) 8d COMMON
TOENAIL, EA STUD - TYP
BOT/SILL PL - SEE PLAN
NOTES OR SPECIFIC DETAILS
FOR ANCHOR BOLT SIZE &
SPACING
2x6 STUDS @ 16"o.c. PER
PLAN & DETAILS - U.N.O
2x SOLID BLKG REQ'D AT
CEILING LINES & AT ALL
EDGES OF EXT WALL SHTG
(1) 2x6 KING STUD MIN,
TYP U.N.O. PER PLAN
(4) 16d COMMON
(2) 16d COMMON, END NAIL,
TOP PL TO EACH STUD - TYP
ABBREVIATIONS
TYPICAL FRAMING CONNECTION SCHEDULE
(MINIMUM U.N.O.)1, 2
NAILING TYPE
Joists or Rafters to T.O. Double Top Plate, Sill Plate or Beam (3) 10d Toenail
Rim Joist or Structural Fascia to Joists, Rafters (2) 16d, (1) T&B End Nail
Sole Plate to Sill Plate (3) 10d @ 16"o.c.Face Nail
Sole Plate to Joist, Rim Joist, Beam or Blkg - Typ (2) 16d @ 16"o.c.Face Nail
Sole Plate to Joist, Rim Joist, Beam or Blkg at BWP (3) 16d @ 16"o.c.Face Nail
Double Studs, Built-up Corner Studs, Trim Studs to King Studs1 Per Typ Detail
Rim Joist to Top Plate 8d @ 6"o.c.Toenail
Blkg Btwn Rafters & Joists to Top Plate, Sill Plate or Beam 8d @ 6"o.c. (3) min per block Toenail
2x Decking to Joists (2) 10d each joist Face Nail
1. Refer to Typical Multiple Ply Beams & Columns Detail for additional information.
2. Refer to Typical Framed Wall Detail for additional information.
TYP DBL TOP PL CONN's
57 BAR Ø
(24" MIN)
57
B
A
R
Ø
(2
4
"
M
I
N
)
CORNER INTERSECTION & END OF WALL ALTERNATE CORNER
57 BAR Ø
(24" MIN)
CORNER BAR AT EA
HORIZ BAR - TYP
LAP HORIZ BARS
EA SIDE OF
CORNER - TYP
(1) #5 VERT AT
END OF WALL OR
CORNER - TYP
57
B
A
R
Ø
(2
4
"
M
I
N
)
ATTACH ALL KING, TRIM STUD & HEADER, BEAM
PLIES PER TYP MULTIPLE PLY BM & COL DETAIL
FRAMING MEMBERS
12
D
R R
R = 4D FOR #3 THRU #8 BARS
R = 5D FOR #9 THRU #11 BARS
R = 6D FOR # 14 AND #18 BARS
90° HOOK
180° HOOK
R
R
4D
OFFSET
57 BAR Ø FOR CONC
64 BAR Ø FOR MASONRY
TIED BARS
MIN 1.5D OR 1"
MAX 1/5 LAP LENGTH OR 6"
LAP SPLICE
212" MIN
REINFORCED CONCRETE
1.All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated
Commentary (ACI 318R), and IRC/IBC Requirements.
2.All structural concrete shall be in accordance with ASTM C39. Minimum compressive strengths noted are required at 28 days,
typical unless noted otherwise.
2.1.For structural concrete in buildings of occupancy categories R-2 & R-3: Minimum compressive strength = 3,000 psi.
Garage slab and exterior concrete minimum compressive strength = 3,500 psi & air entrained 5-7%.
2.2.Structural concrete for all other structures: Minimum compressive strength = 3,500 psi & maximum w/cm ratio of 0.50.
Exposed to freeze-thaw cycles minimum compressive strength = 4500 psi & maximum w/cm ratio of 0.45.
Exposed to deicing chemicals = 5000 psi & maximum w/cm ratio of 0.40.
2.3.Stained or polished floor slabs: Minimum compressive strength = 4000 psi with low pozzolanic material ratios.
3.All concrete shall be consolidated using mechanical vibrators.
4.All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American Concrete
Institute (ACI), unless shown or noted otherwise on these drawings.
5.Aggregate shall conform to ASTM C33.
6.Cement shall be ASTM C150, Type I or Type II modified.
7.Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304.
8.All embedded items shall be placed accurately and secured prior to beginning concrete placement.
9.Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318,
unless noted otherwise.
10.Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete.
11.Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impair
bond with concrete.
REINFORCING STEEL
1.All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice.
2.Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60.
Ties and field-bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706.
3.Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type; roll-type is not acceptable.
4.Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table
below, unless shown otherwise on the Drawings.
5.Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36"
minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Stagger
laps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shown
otherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater.
STRUCTURAL STEEL
1.All detailing, fabrication, and erection of structural and miscellaneous steel shall be in accordance with the requirements of the
American Institute of Steel Construction (AISC) Code of Standard Practice, latest edition, and the American Welding Society
(AWS) Specifications.
2.All structural steel rolled shapes, except angles and plates, shall conform to ASTM A992, 50 ksi.
3.Angles, channels & plates shall conform to ASTM A36, 36 ksi, unless otherwise noted on the Drawings.
4.Pipes shall conform to ASTM A53, Grade B, 35 ksi.
5.Tube shapes (HSS) shall conform to ASTM A500, Grade B, rectangular shapes = 46 ksi & round shapes = 42 ksi.
6.All bolts for steel-to-steel connections shall conform to ASTM A325, unless otherwise noted on the Drawings.
7.All anchor bolts shall conform to ASTM F1554 Gr. 36, unless otherwise noted on the Drawings.
8.All shear studs shall conform to ASTM A108 & shall be welded to steel beams for full shear capacity.
9.All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code, AWS D1, latest edition, by
the American Welding Society. Shop welding shall be performed in shops approved by the Building Official, per IBC. Welding
shall be done using E70XX electrodes, unless noted otherwise on the Drawings.
10.Expansion bolts and epoxy anchors called for on the Drawings shall be Hilti or approved equivalent, with embedment as shown on
the Drawings. Expansion bolts shall be Hilti Kwik Bolt 3.
11.Powder actuated fasteners shall be Hilti DNI or approved equivalent, with full penetration into steel members, unless otherwise
noted on the Drawings.
12.Steel, including bolts & anchors, in contact with earth, or as otherwise noted on the Drawings, shall be hot dip galvanized or prime
painted. Do not paint within 3" of field welds until welds are completed.
MINIMUM CONCRETE COVER FOR REINFORCEMENT1
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
No. 6 thru No. 18 bars 2"
No. 5 bar, W31 or D31 wire, and
smaller 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
Slabs, Walls, Joists:No. 14 and No. 18 bars 1 1/2 "
No. 11 bar and smaller 3/4"
Beams, Columns:Primary reinforcement, ties, stirrups,
spirals 1 1/2"
1.Minimum concrete cover specified or for cast-in-place, nonprestressed concrete
DESIGN LOADS
1.ROOF LOADS
Dead Load .......................................15 psf
Live Load (Snow).............................75 psf
(per 2016 SEAC Snow Load Data Report w/ Site Elevation = 7,900', K = ?, Ground Snow Load = ? psf)
2.FLOOR LOADS
Dead Load .......................................15 psf
Live Load .........................................40 psf
3.LATERAL LOADS
Seismic Design Category.................C
Basic Wind Speed ...........................115 mph
Exposure Category .........................B
Importance Factor ...........................1.0
* No duration of load increase was used in design
FOUNDATIONS
1.Concrete foundations are designed based on the following assumed soil values (full dead load plus full live load, placed on natural
soils and/or engineered structural fill per soils engineer).
Soil Density = 120 pcf (Assumed)
Allowable Bearing Pressure = 2,000 psf (Assumed)
Lateral At-Rest Earth Pressure = 50 pcf (Assumed)
Lateral Active Earth Pressure = 45 pcf (Assumed)
Lateral Passive Earth Pressure = 350 pcf (Ultimate)
Coefficient of Friction for Footing = 0.50 (Ultimate)
Frost Depth = 42" min
2.Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values,
by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation.
3.Proper surface and below grade perimeter drainage shall be installed per Civil & Geotechnical Engineers to relieve foundations
from hydrostatic pressures.
4.It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or
S.E.O.R. if any changes to the design are required prior to start of construction.
SCALE: NTS1TYP FLOOR & ROOF SHEATHING
SCALE: NTS5TYP REINF DETAILS
SCALE: NTS4TYP REINF AT CONC WALLS
SCALE: 3/4" = 1'-0"2 TYP WALL FRAMING DETAIL
SCALE: NTS3TYP MULTI-PLY BEAMS & COLUMNS
MASONRY
1.Concrete masonry units (CMU's) shall conform to ASTM C90, Grade N, and shall have a minimum 28 day compressive strength
of 1900 psi.
2.Compressive strength of masonry construction (F'm) shall be 1500 psi minimum based on net compressive area.
3.Mortar for CMU's shall be Type M or Type S, ASTM C270. Admixtures shall not be used unless approved by the Architect. The
use of masonry cement is not permitted. Minimum compressive cube strength shall be 1900 psi.
4.Grout used in masonry construction shall be coarse grout, and shall conform to ASTM C476. Grout shall develop a minimum
compressive strength of 3000 psi at 28 days.
5.Reinforce all masonry walls with continuous horizontal 9 gauge ladder or truss type reinforcement meeting ASTM A82. Maximum
vertical spacing of joint reinforcing shall be 16 inches.
6.All walls shall be reinforced vertically at wall ends, corners, each side of door or window openings, and as otherwise noted on
plans. Provide continuous horizontal bond beams at top of walls and as otherwise noted.
7.All block shall be laid up in running bond.
8.Grout shall be consolidated by mechanical vibration during placement. Grout pours less than 12" may be puddled for
consolidation.
9.All bolts, anchors and embedded items shall be grouted in place, unless otherwise noted on the Drawings. Anchor bolts shall
have at least 1 inch of grout between the bolt and the masonry shell, and shall be headed or hooked.
57 BAR Ø
(24" MIN)
GROUT, ADHESIVE & EPOXY
1.All grout beneath column base plates, or steel beams at bearing shall be non-metallic, non-shrink high strength grout by BASF
"Masterflow", or approved equal installed to manufacturer's specifications.
2.All structural construction adhesive specified shall be Loctite PL Premium Fast Grab or approved equal & shall be installed to
manufacturer's specifications.
3.Epoxy shall be Hilti HIT-HY 200 or approved equivalent, unless otherwise noted on the Drawings.
3.Provide solid blocking at supports between joists and rafters. Within floor joist spaces beneath solid or built-up posts, provide solid
blocking with area same as post above.
4.All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply
with IBC.
5.Sill plates shall be of naturally durable wood, or Zinc Borate treated LSL or Douglas Fir-Larch per IBC with Fc perp = 625 psi,
minimum and shall be protected for dry use.
6.All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to
exterior conditions. All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized (HDG) or stainless steel.
7.Except as noted otherwise, provide minimum nailing as specified in IBC. Structural nailing shall be with common nails, unless
otherwise noted on the Drawings. Nails exposed to weather shall be galvanized. Nails used to connect preservative treated wood
shall be hot dipped galvanized (HDG) or stainless steel.
8.Metal timber connectors shall be Simpson Strong-Tie or equivalent. Hardware specified is for specific member size &
manufacturer as show on the structural drawings. Hanger slope, skew & top flange shall be designated by the contractor as
required. Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG, or as
otherwise recommended by specific connector supplier. Install all connectors in accordance with manufacturer's instructions for
maximum rated loads.
9.Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. Bolts
shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood
Construction (NDS) by the American Wood Council. Bolts used to connect pressure-treated wood shall be HDG or stainless steel.
10.Lag screws shall be ASTM A307. Holes for lag screws shall be bored the same depth and diameter as the bolt shank. The
remaining depth of penetration shall be bored per NDS requirements. Lag screws used to connect pressure-treated wood shall be
HDG or stainless steel.
11.Provide malleable iron washers or equivalent cut plate washers under all nuts, bolts or lag screw heads which bear on wood.
12.Wood screws shall be steel per NDS requirements. Pre-drill holes to prevent splitting as recommended in the NDS.
13.Wood members shall be cut or notched only as shown on the Structural Drawings.
14.Provide cross bridging, solid bridging or other lateral support for all framing members in accordance with the requirements of IBC.
15.Except where more stringent construction is shown on the Drawings, wood construction shall comply with the requirements of the
IBC, latest edition, as a minimum.
AB ANCHOR BOLT
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
APA AMERICAN PLYWOOD ASSOC
ARCH ARCHITECT OR ARCHITECTURAL
B.O.BOTTOM OF
BLDG BUILDING
BLKG BLOCKING
BLW BELOW
BM BEAM
BOT BOTTOM
BOW BOTTOM OF WALL
BRG BEARING
BTWN BETWEEN
BWP BRACED WALL PANEL
CANTD CANTILEVERED
CCW COUNTER-CLOCKWISE
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTRD CENTERED
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CW CLOCKWISE
DBA DEFORMED BAR ANCHOR
DEFL DEFLECTION
DIAG DIAGONAL
DL DEAD LOAD
E.F.EACH FACE
E.N.EDGE NAILING
E.W.EACH WAY
EL ELEVATION
ELEV ELEVATOR
EMBED EMBEDMENT
EQ EQUAL
EQUIV EQUIVALENT
EXISTG/(E)EXISTING
EXP EXPANSION
EXT EXTERIOR
F.D.FLOOR DRAIN
FDN FOUNDATION
FLG FLANGE
FS FULL SAWN
FTG FOOTING
G.C.GENERAL CONTRACTOR
GA GAUGE/GAGE
GALV GALVANIZED, HOT DIP
GB GRADE BEAM
GL GLUE-LAMINATED MEMBER
H.A.S.HEADED ANCHOR STUD
HDR HEADER
HGR HANGER
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL STEEL
HT HEIGHT
I.F.INSIDE FACE
IBC INTN'L BUILDING CODE
INT INTERIOR
IRC INTN'L RESIDENTIAL CODE
ISO ISOLATION
JST JOIST
JT JOINT
K KING
KSI KIPS PER SQUARE INCH
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LT LIGHT
LVL LAMINATED VENEER LUMBER
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MF MOMENT FRAME
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
N.S.NOT SHOWN
NTS NOT TO SCALE
o.c.ON-CENTER
O.F.OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
P.E.PRE-ENGINEERED
P.T.PRESSURE TREATED
PAF POWER-ACTUATED FASTENER
PC PRE CAST
PEN PENETRATION
PERP PERPENDICULAR
PL PLATE
PLCS PLACES
PLF POUNDS PER LINEAR FOOT
PLL PARALLEL
PLY PLYWOOD
PSF POUNDS PER SQUARE FOOT
PSL PARALLEL STRAND LUMBER
R RADIUS
R.D.ROOF DRAIN
RE:REFER TO
REINF REINFORCING/MENT
REQD REQUIRED
RS ROUGH SAWN
RTU ROOF TOP UNIT
S.O.G.SLAB ON GRADE
SCHED SCHEDULE
SEOR STRUCTURAL ENGR OF RECORD
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SP SPACE OR SPACING
SPECS SPECIFICATIONS
SS STAINLESS STEEL
STD STANDARD
STGD STAGGERED
STL STEEL
STRUCT STRUCTURAL
SYM SYMMETRICAL
T TRIMMER
T&B TOP AND BOTTOM
T&G TONGUE AND GOOVE
T.O.TOP OF
TOF TOP OF FOOTING
TOL TOP OF LEDGE
TOS TOP OF SLAB
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
w/WITH
WP WORK POINT
WWF WELDED WIRE FABRIC
EXISTING FLOOR JOIST OR ROOF RAFTER
EXISTING FLUSH BEAM
EXISTING DROPPED BEAM
EXISTING HEADER BEAM OR LINTEL
STRUCTURAL SYMBOLS LEGEND
EXISTING MASONRY WALL & CONCRETE FOOTING
CONCRETE WALL & FOOTING
EXISTING CONCRETE WALL & FOOTING
EXISTING LEDGER
EXISTING WALL BELOW FRAMING TO BE REMOVED
EXISTING BEARING STUD WALL BELOW FRAMING
EXISTING ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE
BEARING LOCATIONS
ROOF OVERFRAMING PER TYPICAL DETAIL
X
STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE
SEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, & TYPE
FLOOR JOIST OR ROOF RAFTER
JOIST HANGER OR BEAM TO BEAM CONNECTION
RE: HANGER SCHEDULE FOR CONNECTION, U.N.O.
FLUSH BEAM
VERTICAL STEP IN FLOOR
WOOD STUD STRUCTURAL WALL ABOVE
NON-BEARING STUD WALL BELOW FRAMING
REVISION CLOUD INDICATING REVISED ITEMS
REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK
STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARE SUPPORTED
ON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O.
ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE
BEARING LOCATIONS
DROPPED BEAM
HEADER BEAM OR LINTEL
WALL STEP, POINTS IN DIRECTION OF DOWN
MASONRY WALL & CONCRETE FOOTING
LEDGER
BEARING STUD WALL BELOW FRAMING
MOMENT CONNECTION
BRACED WALL PANEL (BWP) & BEARING WALL BELOW FRAMING
HOLDOWN FRAMING OR FOUNDATION ANCHOR PER PLAN & SCHEDULE
EXISTING STEEL OR WOOD COLUMN TO BE REMOVED
EXISTING FRAMING TO BE REMOVED
EXISTING VERTICAL STEP IN FLOOR
EXISTING WALL STEP, POINTS IN DIRECTION OF DOWN
HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE
BRACED WALL PANEL (BWP) & NON-BEARING WALL BELOW FRAMING
S1 H1
EXISTING BRACED WALL PANEL (BWP) & BEARING WALL BELOW FRAMING
STONE VENEER
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
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S0.001
GENERAL
NOTES & TYP
DETAILS
A B C
1
1
1
1
1
A.1 B.1 C
TOS = 90'-3"
TOS = 92'-3"
TOS = 92'-3"
TOW=91'-11"
TOF=89'-9"
TOF=89'-9"
8" WINDOW WELL WALL w/
#5 @ 12"o.c. EA WAY CTRD
16"W x 10" DP FT w/ (2) #5
CONT BOT8" RETAINING WALL w/ #5 @
12"o.c. EA WAY CTRD - TYP
6'-0" SQ x 14" DP w/
(7) #6 EA WAY BOT
(E) FDN TO REMAIN
TYP - V.I.F. BOT OF
(E) FOOTING
INFILL CONC CURB AT
(E) OPENING
TOW=V.I.F.
1
S6.001
X
SX.X
V.I.F. NEW SHELF SLAB
ELEVATION - TYP
X
SX.X
X
SX.X
3'-6" TYP
FOUNDATION NOTES:
1.REFER TO SHEET S0.001 FOR GENERAL NOTES.
2.SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES.
3.CONCRETE FOOTINGS & THICKENED SLABS SHALL BE PER PLAN & SCHEDULE ON S1.0.
4.ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS - U.N.O.
5.SEE X/S2.0 FOR ALL CONCRETE REINFORCING STANDARD HOOKS AND BENDS.
6.PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL & GEOTECHNICAL ENGINEERS
TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES.
7.REFER TO SHEET S2.0 FOR TYPICAL CONCRETE DETAILS.
8.DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL SUPPORTING ELEMENTS, INCLUDING MAIN LEVEL FLOOR
SHEATHING, ARE IN PLACE AND SECURELY ANCHORED, OR UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED.
9.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
10.SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATIONS NOTES ON S0.0.
11.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 6'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 4" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS
12.REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO
PLANS ABOVE FOR SPECIFICATIONS.
13.ISOLATE ALL SLABS-ON-GRADE FROM STRUCTURAL ELEMENTS WITH EXPANSION JOINT MATERIAL - U.N.O.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
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FOUNDATION PLAN
SCALE: 1 4" = 1'-0"A
S2.001
FOUNDATION PLAN
A B C
1
1
1
1
1
A.1 B.1 C
T.O. (E) PLY = 99'-111 4"
NEW WINDOW WELL
BELOW
X
SX.X
OVERFRAME FLOOR
TBD - TYP V.I.F.
(E) 2x8 @ 16"o.c. TO REMAIN
71 4" LVL SISTERED TO EA JST TYP AS SHOWN
71 4" LVL SISTERED TO EA JST TYP AS SHOWN
NEW BEARING WALLS AS
SHOWN - SHIM TIGHT TO
(E) JSTS TYP
V.I.F. FRAMING ALIGNMENT
AT CENTER BEARING LINE
TYP ROOF TO FDN
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
INFILL FRAME (E) STAIR
BELOW - V.I.F.
JOIST HGRS
TBD - TYP
W8
x
6
7
(
9
9
'
-
1
0
12")
W8
x
6
7
(
9
9
'
-
1
0
12")
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
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S2.002
MAIN FLOOR
FRAMING PLAN
MAIN FLOOR FRAMING PLAN
SCALE: 1 4" = 1'-0"A
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
A B C
1
1
1
1
1
A.1 B.1 C
T.O. (E) PLY = 110'-71 4"T.O. PLY = 108'-77 8"
T.O. PLY = 108'-77 8"
(E) RAFTERS V.I.F.
NE
W
R
A
F
T
E
R
T
B
D
NE
W
R
A
F
T
E
R
T
B
D
INFILL FRAME AT
OLD SKYLIGHT
LOCATION
V.I.F. FRAMING ALIGNMENT AT
CENTER BEARING LINE - TYP
ROOF TO FDN
91 2" LVL @ 16"o.c. - TYP @ NEW FLR
FULL DEPTH LVL BLK'G
UNDER BRG WALL
ABOVE - TYP
912" LVL LEDGER w/ (3) 1 4"Ø x
412" SDS SCREWS @ 16"o.c.
TO EA STUD
V.I.F. WALL FRAMING
CONFIGURATION AT ATTIC PRIOR TO
REMOVING (E) ATTIC FLOOR - TYP
(E) JSTS - V.I.F.
(3
)
7
1
4"
L
V
L
HU
C
6
8
(3) 71 4" LVL
(3) 71 4" LVL
HSS
4
x
4
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
W8
x
2
1
(
1
0
8
'
-
5
5
8")
(3
)
9
1
2"
L
V
L
(E) JSTS - V.I.F.
(E) JSTS - V.I.F.
JOIST HGRS
TBD - TYP
(4) 2
x
6
(3) 2
x
6
(3) 2
x
6
(4) 2
x
6
BEAR LVL BM ON
STUD PACK DOWN TO
STL BELOW
(2) 51 2" LVL
HDR MIN
(3) 51 2" LVL
HDR MIN
(3) 2
x
6
(3) 2
x
6
(3) 51 2" LVL
HDR MIN
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
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S2.003
UPPER FLOOR
FRAMING PLAN
UPPER FLOOR FRAMING PLAN
SCALE: 1 4" = 1'-0"A
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
A B C
1
1
1
1
1
A.1 B.1 C
(E) PORCH ROOF
BELOW TO REMAIN
(E) LOW ROOF
BELOW
RELOCATED
SKYLIGHT BELOW
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
(3
)
7
1
4"
L
V
L
-
2
S
P
A
N
(3
)
5
12"
L
V
L
(3
)
5
1
2"
L
V
L
(3
)
5
1
2"
L
V
L
(3
)
5
12"
L
V
L
512" LVL SISTERED TO EA
RAFTER TYP AS SHOWN
(E) SLOPED CLG - V.I.F.
FRAMING CONFIGURATION
V.I.F. HIP RAFTER
FRAMING & SUBMIT TO
S.E.O.R. FOR RETROFIT
DETAILING - TYP
V.I.F. COLLAR TIED RAFTER
FRAMING & SUBMIT TO
S.E.O.R. FOR RETROFIT
DETAILING - TYP
V.I.F. FRAMING ALIGNMENT AT
CENTER BEARING LINE - TYP
ROOF TO FDN
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
M
I
T
R
I
U
S
R
E
S
I
D
E
N
C
E
12
5
W
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
NOT FOR
CONSTRUCTION
S2.004
ROOF FRAMING
PLAN
ROOF FRAMING PLAN
SCALE: 1 4" = 1'-0"A
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"1 FDN SECTION
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
V.I.F.
B.O. (E) FDN
NEW SHELF SLAB TO BRACE
(E) FDN - COORD SHELF
ELEV w/ (E) B.O. FDN ELEV.
NEW RETAINING WALL
TO BRACE (E) FDN
(E) STONE AND
CONCRETE FDN V.I..F
(E) CRAWL SPACE
GRADE - V.I.F.
UNDISTURBED
NATIVE SOIL
NEW BASEMENT SLAB
PER PLAN
T.O. FTG
PER PLAN
PER PLAN
T.O. WALL
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
M
I
T
R
I
U
S
R
E
S
I
D
E
N
C
E
12
5
W
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
NOT FOR
CONSTRUCTION
S6.001
FRAMING DETAILS
ROOF TYPE 2 - NOW HISTORIC ROOF
ROOF TYPE 1 - HISTORIC ROOF
PORCHANDRAIL
3/4 1 0
ERAES
8"x2" STEEL
HANDRAIL
i
o�
Ti
N i
i
1
MODERN 4'
BLACK NU
5
Z•
99x2" STEE
8
HANDRAIL
ELI
4 1-1/2" = 1'-0"
1-1/2" = 1'-0"
2 FLOOR TYPE 2 - SLAB ON GRADE- EXISTING
FLOOR TYPE 1 - - SLAB ON GRADE- PROPOSED
- FRONT HELVATION
6" CONC. E'T'C
P�.�CH HANDRAIL -SIDE ELVATION
<1 >
1-1/2" = 1'-0"
<( 1 1/2 1 01.
3/4
WALL TYPE 4
EXT. WALL, NON -HISTORIC ADDITION 20thC
WALL TYPE 3
EXISTING HISTORIC WALL - 19thC
WOOD
- CAP RAIL
(OPTION
0I�
STEEL TOP
RAIL
2"
� OPTION
2
PORCH HANDRAIL -S ECTION OPTIONS
1-1/2" = 1'-0"
1-1/2" = 1'-0"C
Di FULL SIZE
911
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273512455065
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
C O N S U L T A N T S
ARf_41MPT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
n/a
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ROARING FORK VALLEY 970 945 2326
ANDY SILVERMAN 970 384 4627
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
C.D. 11.15.19
H PC: 3.11.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
TYP I CA L
DETAILS
PROJECT # 1904
FILENAME: 1904 A601
A602