HomeMy WebLinkAboutFile Documents.230 E Hopkins Ave.0089.2018 (3).ACBK0089-2018-ACBK_BuildingComments_2
Page: 1
File Name: 230 E. Hopkins_ComCheck_Mech_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise the COMcheck to include
the owner/agent.
230 E. Hopkins_ComCheck_Mech_2019-04-18.pdf (1)
Page: [1] A2.3
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide pool design drawings
and documentation
demonstrating compliance with
2015 ISPSC (including barrier
and deck requirements) and
APSC-15. Fill out and submit the
APSC-15 compliance
information sheet available here:
https://apsp.org/portals/0/FileDo
wnloads/APSP-15%20Complian
ce%20Information%20Sheet.pdf
230 E. Hopkins_Drawings_Architecture_2019-04-18.pdf (23)
Page: A0.5z FIRE SEPARATION & THERMAL ENVELOPE
DIAGRAMS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
1/2 hour (30 minute) rating
required for corridor walls
serving dwellings. 2015 IBC
1020.1
Page: A0.5z FIRE SEPARATION & THERMAL ENVELOPE
DIAGRAMS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
The entire floor structure on floor
1 and floor 2 throughout the
entire building must be 1 hour
fire rated to maintain dwelling
separation fire partition
continuity (2015 IBC 708.4).
Page: A2.1 PROPOSED LEVEL ONE FLOOR PLAN
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Include interior elevations and
dimensioned plan to
demonstrate accessibility for
Comm 1 Bathroom as you have
done for other bathrooms on
A9.1. Also provide a clearspace
beyond the door swing.
COMcheck Software Version 4.1.1.0
Mechanical Compliance Certificate
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Location:Aspen, Colorado
Climate Zone:7
Construction Site:
200-234 E. HOPKINS
ASPEN, CO 81611
Owner/Agent:Designer/Contractor:
David Denio
AEC
Avon, CO
970-748-8520
david@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
Mechanical Systems List
Quantity System Type & Description
Heating: 1 each - Duct Furnace, Gas, Capacity = 26 kBtu/h
Proposed Efficiency = 95.00% Ec, Required Efficiency: 80.00 % Ec
Cooling: 1 each - Split System, Capacity = 16 kBtu/h, Air-Cooled Condenser
Proposed Efficiency = 15.50 SEER, Required Efficiency: 13.00 SEER
Fan System: F-1 -- Compliance (Motor nameplate HP method) : Passes
Fans:
FAN 1 Supply, Constant Volume, 705 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade
SYSTEM VERIFICATION REQUIRED.
1 F-1 / CU-1
Heating: 1 each - Duct Furnace, Gas, Capacity = 26 kBtu/h
Proposed Efficiency = 95.00% Ec, Required Efficiency: 80.00 % Ec
Cooling: 1 each - Split System, Capacity = 29 kBtu/h, Air-Cooled Condenser
1 F-2 / CU-2
Revise the COMcheck
to include the
owner/agent.
ELEVATOR
6:12 12:12
12:12 6:12
12
:
1
2
12:
1
2
20'-0" SETBACK FOR
10'-0" OVERRUN FORELEVATOR & STAIR
15'-0" SETBACK FOR6'-0" MECHANICAL
EQUIPMENT
DN
MEMBRANE ROOF
MEMBRANE ROOF
ME
M
B
R
A
N
E
R
O
O
F
MODULAR GREENROOF
DN
RD OD
DS
DN
DNDN
RD OD
DN
DN
20
'
-
0
"
S
E
T
B
A
C
K
F
O
R
10'
-
0
"
O
V
E
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F
O
R
EL
E
V
A
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O
R
&
S
T
A
I
R
15'
-
0
"
S
E
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B
A
C
K
F
O
R
6'-
0
"
M
E
C
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A
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A
L
EQ
U
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M
E
N
T
RD OD
DN
DN
DN
DN
10-0" SETBACK FORPERMANENT ROOFTOP
AMENITIES - 5' HEIGHT
10-
0
"
S
E
T
B
A
C
K
F
O
R
PE
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M
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E
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AM
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S
-
5
'
H
E
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T
RD
OD
WHy
WHy
DS
DN
RD OD
DN
DN
RIVER ROCK BALLASTAROUND DRAINS DN
U/C
REF
U/CREF
DN
RD OD
DN
DNDN
DN
RD OD
DN
DNDN
RD OD
PLANTERPLANTERPLANTERPLANTERPLANTER PLANTERPLANTER
BE
N
C
H
UP
UP
UP 7"
PLANTER PLANTER
18"
18"
12"
E2
A4.2CD F GB
6'-1
0
"
17
'
-
1
1
1
/
4
"
6'-7
1
/
4
"
15
'
-
0
3
/
4
"
17
'
-
1
1
1
/
4
"
6'-1
0
"
100'-0"
10'-5 1/4"18'-8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
PRO
P
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
SETBACK LINE
SE
T
B
A
C
K
L
I
N
E
SETBACK LINE
SET
B
A
C
K
L
I
N
E
HO
P
K
I
N
S
A
V
E
N
U
E
AL
L
E
Y
2
A5.2
5'-
5
3
/
8
"
5'-
5
3
/
8
"
60'
-
0
"
6'-7
1
/
4
"
15
'
-
0
3
/
4
"
8'-1
3
/
8
"
8'-1
3
/
8
"
5'-8 1/8"
EXISTING ADDITION
1
A5.2A
EXI
S
T
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N
G
AD
D
I
T
I
O
N
EXI
S
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AD
D
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N
1
A5.3
LEVEL TWODECK BELOW
METAL ROOF
METAL ROOF
METAL ROOF
MECHVENT
ROOFDECK301
T. O. DECK "A"121'-11 3/8"
T. O. PARAPET126'-7"
ROOF BELOW
LEVEL TWODECK BELOW
ROOF BELOW
ROOF BELOW
4 & 5A6.21T. O. PARAPET126'-7"
W-14
A7.02
W-14
A7.02
W-13A7.02
FIRE RESISTANCE LEGEND
1-HOUR RATED FIR
1-HOUR RATED FIR
1-HOUR RATED EXT
20 MIN. RATED FIRE
2A6.11
GAS F.P.FLUE
T.O. SHEATHING122'-9 3/8"
T.O. SHEATHING121'-3 3/8"
T.O. (E) SHEATHING121'-3 3/8"
T.O. (E) SHEATHING121'-3 3/8"
T. O. PARAPET123'-4"
T. O. PARAPET126'-7"
GENERAL PLAN NOTES:
1.INTERIOR PARTITIONS ARE TYPE W7
2.DIMENSIONS ARE TO FACE OF FRAM MARKED AS "CLR" OR "FIN", DIMENS FINISH.3.WHERE NO DIMENSIONS ARE GIVEN
OPENINGS, THE EXISTING ROUGH O REMAIN AND WILL BE INFILLED WITH OR DOOR.4.G.C. TO FIELD VERIFY EXISTING CON CONFIRM WALL LAYOUTS WORK AS
ARCHITECT OF DISCREPANCIES.
OUTDOORKITCHEN
302
STAIR 1303
4A6.25
1/303SNOW FENCE
GUTTER
GUTTER
GUTTER
GUTTER
4'-9 1/2"4'-
7
3
/
8
"
6'-7
1
/
2
"
18
'
-
1
1
5
/
8
"
14
'
-
1
"
6'-8
3
/
8
"
21
'
-
6
5
/
8
"
8'-4 1/4"9'-3"18'-9 3/4"
GA
S
F
I
R
E
P
I
T
GRILL
5A7.12
1A6.27
2A6.27
9'-6 1/2"
T. O. PARAPET126'-7"
"SUN DECK"
3R @ 6"
3R @ 6"
SPA
RESISTANCE POOL
ACCESSHATCH TOPOOL MECH.BELOW
HANDRAIL @ 36"ABOVE NOSING
5R @ 6"GUA
R
D
@
3
6
"
A
F
F
6" CMU WALL BELOW - TYP.@ POOL PERIMETER
19'-4"
7'-
0
"
7'-0"
7'-0
"
T. O. FINISH
123'-5 3/8"
T. O. FINISH124'-11 3/8"
ROOF DRAINSBELOW LEVELPAVER DECK, TYP.
3'-
6
"
4'-0"
6'-0"
Provide pool design drawings and documentationdemonstrating compliance with 2015 ISPSC
(including barrier and deck requirements) and
APSC-15. Fill out and submit the APSC-15
compliance information sheet available here:
https://apsp.org/portals/0/FileDownloads/APSP-15%20Compliance%20Information%20Sheet.pdf
W
FDFD
BrassFaucetsStillnessK-T948-4
DN UP
UP
UP
FD
FEC
WHy
FD
FD
FD
FD
FD
UP
FD
AIR LEAKAGE COMPLIANCE TABLE
COMPONENT
PER COMPONENTS LISTED IN IECC R402.4.1.1
GENERALREQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THEEXTERIOR THERMAL ENVELOPE SHALL CONTAIN A CONTINUOUS AIR BARRIER. BREAKSOR JOINTS IN THE AIR BARRIER SHALL BE SEALED.
AIR BARRIER CRITERIA
CEILING / ATTIC 1/2" MIN. GWB WITH ALL JOINTS TAPED AND SEALED. ALL ATTIC ACCESS DOORS, WHERETHEY OCCUR, SHALL BE GASKETED.
WALLS 1/2" MIN. GWB WITH ALL JOINTS TAPED AND SEALED. SILL SEALER BETWEEN SILL
PLATES AND FOUNDATIONS ARE REQUIRED. TOP PLATES AT THE TOP OF EXTERIOR
WALLS SHALL BE SEALED.
WINDOWS,
SKYLIGHTS, ANDDOORS
ALL SHIM SPACES AND CAVITIES AROUND THE INSIDE OF EXTERIOR DOORS, WINDOWS,
AND SKYLIGHTS SHALL BE AIR-SEALED WITH BACKER ROD AND SEALANT OR CLOSEDCELL LOW-EXPANSION FOAM IF ALLOWED BY LISTED ASSEMBLY.
RIM JOISTS RIM JOISTS SHALL BE AIR SEALED. JOINTS BETWEEN RIM JOISTS AND TOP PLATES,FLOOR AND ROOF SHEATHING, AND INTERSECTING RIM JOISTS SHALL BE SEALED.
FLOORS (INCL.ABOVE GARAGEAND CANTILEVERED
FLOORS)
THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. AIRBARRIER MAY INCLUDE CLOSED-CELL SPRAY FOAM INSULATION APPLIED TIGHT TO THEUNDERSIDE OF FLOOR SHEATHING AND AT PERIMETER RIM JOISTS IF ALLOWED BY
LISTED ASSEMBLY.
CRAWL SPACEWALLS WHERE IT OCCURS, EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BECOVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING, TAPED JOINTS.
SHAFTS,
PENETRATIONS
ALL PENETRATIONS THROUGH THE EXTERIOR ENVELOPE SHALL BE SEALED WITH
COMPATIBLE SEALANTS, GASKETS, BOOTS, ETC. PENETRATIONS THROUGH THE GWB
AIR BARRIER SHALL BE SEALED WITH COMPATIBLE SEALANT, PUTTY, MUD /TAPE ASAPPLICABLE.
GARAGE
SEPARATION
GARAGE INTERIOR SHALL BE FULLY SHEATHED IN GWB AND TAPED/SEALED, TYP.
RECESSEDLIGHTING FIXTURES RECESSED INTO THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED ANDSEALED TO THE GWB AIR BARRIER
PLUMBING AND
WIRING
DEVICES/FIXTURES SET INTO THE EXTERIOR BUILDING THERMAL ENVELOPE SHALL BE
AIR SEALED.
SHOWER/TUB ONEXTERIOR WALL SHOWERS AND TUBS LOCATED AT EXTERIOR WALLS SHALL BE SEPARATED BY AN AIRBARRIER. MIN. 1/2" CEMENT BOARD WITH JOINTS SEALED WITH WATERPROOFINGMEMBRANE OR SIM. REQUIRED.
ELECTRICAL/PHONE AIR BARRIER SHALL BE INSTALLED BEHIND BOXES OR AIR-SEALED BOXES SHALL BE
FIRE SEPARATION LEGEND
20 MINUTE FIRE PARTITION
DWELLING UNIT ACOUSTIC
SEPARATION (MIN. 50 STC
PER IBC 1207.2)
THERMAL BARRIER
1 HOUR FIRE-RATED ASSEMBLY
NOTE: REFER TO FLOOR PLANS, SHEETS
A2.X, AND BUILDING SECTIONS, SHEETS
A5.X, FOR DETAILED WALL AND FLOOR
FIRE RESISTANCE DESIGNATIONS.
SCALE:
BASEMENT LEVEL FIRE SEPARATION DIAGRAM
1/16" = 1'-0"
1
A0.5z
R2 - RESIDENTIAL
B - BUSINESS
B - BUSINESS
B - BUSINESS
1/2 hour (30 minute)
rating required for
corridor walls servingdwellings. 2015 IBC
1020.1
1 2 3 4 5 6 7 7 6 5 4 3
SCALE:
TRANSVERSE SECTION
FIRE SEPARATION DIAGRAM
1/16" = 1'-0"
7
A0.5z SCALE:
TRANSVERSE SECTIO
FIRE SEPARATION DIA
1/16" = 1'-0"
8
A0.5z
R2 - RESIDENTIAL
R2 - RES.
B - BUSINESS B - BUSINESS
B - BUSINESS
B - BUSINESS
R
R2 - R
U - UTILITY
R2 - RESIDENTIALNOTE: SAME UNIT
The entire floor
structure on floor 1 and
floor 2 throughout the
entire building must be
1 hour fire rated to
maintain dwelling
separation fire partition
continuity (2015 IBC
708.4).
H
L
W
L
TR.
P
GMEM
4
1
E
4
1A4.21A4.1
2A4.2CD F G
2 2
66
5
B
60'
-
0
"
6'-1
0
"
17'-
1
1
1
/
4
"
6'-7
1
/
4
"
15'-
0
3
/
4
"
17'-
1
1
1
/
4
"
6'-1
0
"
100'-0"
100'-0"
10'-5 1/4"18'-8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
26'-4 3/4"14'-8 1/2"
3 3
5
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
5'-8 1/8"
SETBACK LINE
SET
B
A
C
K
L
I
N
E
SETBACK LINE
SET
B
A
C
K
L
I
N
E
MONARCH STREET
HOP
K
I
N
S
A
V
E
N
U
E
ALL
E
Y
2A5.2
2A5.1 2A5.1
7
5'-5
3
/
8
"
7
5'-5
3
/
8
"
60'
-
0
"
6'-7
1
/
4
"
15'-
0
3
/
4
"
8'-1
3
/
8
"
8'-1
3
/
8
"
10'-5 1/4"18'-8"
5'-8 1/8"
24'-1 3/8"
EXISTING ADDITION
EXISTING ADDITION
1
A5.1
1
A5.1
1A5.2A
EX
I
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AD
D
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EX
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1
1A5.3
K-692ClairetteFaucetsBrass
105sf
52sf
DN
DN
DN
SLOPEDNUP
FEC
WHy
WHy
DW
REF
ELEL
E
C
.
METE
R
S
MDP
TRUENORTH
SCALE:
PROPOSEDLEVEL ONE FLOOR PLAN
3/16" = 1'-0"
1
A2.1 PLANNORTH
SUBGRADECOURTYARDBELOW
TRASH/RECYCLINGMETERS
NEWMECHCHASE
COMM.UNIT 1100
COMM.UNIT 2108
GARAGE103
COMM. 1BATHROOM
101
ENTRYLOBBY109
STAIR #1104
RESTROOM106
AHU102
AHUWINDOW WELL
OPEN TO BELOW
TR
A
S
H
/
R
E
C
Y
C
L
I
N
G
COMM.UNIT 3107
NEW
K
I
T
C
H
E
N
L
A
Y
O
U
T
115
124
1/100
1/101
1/102
1/103
1/104
2/104
1/107
2/1071/108
1/109
2/108
1/106
ELEVATOR1
2/103103
101
103
103
ABV.
106
107
108
109
111 112 113
114
122121120119118117116
123
ABV.
125
126ABV.
101
T. O. PLY.100'-0" (E)
T. O. PLY.(E)100'-0"
T. O. PLY.100'-0"
T. O. PLY.99'-6"
T. O. TOPPING SLAB99'-6"
2A6.21
T. O. TOPPING SLAB100'-0"
W14A7.02
W14A7.02
W15 SIM.A7.02
2A6.25
W8FA7.01
W15 SIM.
A7.02
W10A7.01
W8FA7.01
W8A7.01
W8A7.01
W8A7.01
W8A7.01
W12A7.01
W12A7.01
FIRE RESISTANCE LEGEND:
1-HOUR RATED FIRE BARRIER
1-HOUR RATED FIRE PARTITION
1-HOUR RATED EXTERIOR WALL
20 MIN. RATED FIRE PARTITION
T. O. PLY. (E)100'-0"
T. O. STRUCT. SLAB99'-3"
3A6.23
W8A7.01
W3A7.01
W3A7.01
W3A7.01
W7A7.01
W7A7.01
HALL105
W6A7.01
GENERAL PLAN NOTES:
1.INTERIOR PARTITIONS ARE TYPE W7/A7.01, U.N.O.2.DIMENSIONS ARE TO FACE OF FRAMING, TYP. WHEREMARKED AS "CLR" OR "FIN", DIMENSIONS ARE TOFINISH.3.WHERE NO DIMENSIONS ARE GIVEN FOR EXTERIOROPENINGS, THE EXISTING ROUGH OPENING IS TOREMAIN AND WILL BE INFILLED WITH A NEW WINDOWOR DOOR.4.G.C. TO FIELD VERIFY EXISTING CONDITIONS ANDCONFIRM WALL LAYOUTS WORK AS PLANNED. NOTIFYARCHITECT OF DISCREPANCIES.
PROPERTY LINE
NEIGHBORING BUILDING
EXISTING WALLEXISTING SETBACK ENCROACHMENT
NEIGHBORING BUILDING
W7A7.01
1A6.23
114
ABV.6A7.10
SIM.SIM.
W3A7.01
FAC
P
T. O. SLAB100'-0"
RAISED PLANTER - RE: LANDSCAPE &CIVIL
3'-
6
1
/
8
"
18'-9 3/4"5'-3 5/8"9'-3"
9'-
4
1
/
2
"
14'-
3
9
/
1
6
"
12'-
5
1
3
/
1
6
"
5'-6
1
/
2
"
4'-0 1/8"8'-2 3/4"7'-3 3/8"4'-7 1/8"
5'-5 1/2"
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
A
CLR
EQ
.
A
CLR
2A7.10
2A7.10
NEW WINDOWS IN EXISTING OPENINGS
2'-3
1
/
8
"
7'-1
"
ADDEDFURRINGWALL FORRECESSEDELEC. PANEL
EVCS LOCATION- RE:ELECTRICAL
3/104
AREA MARKED TO REMAIN CLEARFOR TRASH / RECYCLING ACCESSAND EMERGENCY EGRESS
WASTE RECEPTACLES - EACHSHALL BE LESS THAN 1YD (200GALLON) CAPACITY, TYP. PER IFC304.3.4
WASTE RECEPTACLES - EACHSHALL BE LESS THAN 1YD (200GALLON) CAPACITY, TYP. PER IFC304.3.4
W10A7.01SIM.
3A6.22
EXISTCOLUMN
1A6.27
2A6.27
2A7.12
2X8 FRAMING FOR MOMENTFRAME CLEARANCE - HOLD EXT.FACE OF FRAMING, TYP.
4" STEP
2/100
3A6.26
ntati
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Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A2-1.dwg
MTN FORGE
RENOVATION
AND ADDITION
230-234 E. HOPKINS A
ASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1 denve 3
500 w main staspen, co 81611970.544.9006
rowland+brougarchitecture / urban design / inte
08.02.2018CONSTRUCTION DOCUMENT
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENT
03.08.2019ASI-001
3/16"=1'-0"
PROPOSEDLEVEL ONEFLOOR PLAN
Include interior
elevations and
dimensioned plan todemonstrateaccessibility for Comm1 Bathroom as youhave done for otherbathrooms on A9.1.
Also provide aclearspace beyond thedoor swing.
Page: A2.2 PROPOSED LEVEL TWO FLOOR PLAN
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
The service sink required by
2015 IBC 2902.1 is only
accessible to Commerical unit 8.
It must be accessible to all
Group B occupancies.
Page: A2.2 PROPOSED LEVEL TWO FLOOR PLAN
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
1/2 hour (30 minute) rating
required for corridor walls
serving dwellings. 2015 IBC
1020.1
Page: A2.2 PROPOSED LEVEL TWO FLOOR PLAN
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Include interior elevations and
dimensioned plan to
demonstrate accessibility for
Restroom 222 as you have done
for other bathrooms on A9.1.
Also provide a clearspace
beyond the door swing.
Page: A5.2 PROPOSED BUILDING SECTIONS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
To maintain dwelling separation
continuity, assembly R2/A7.03
must be a listed 1 hour fire rated
assembly. Revise R2/A7.03 to
indicate a listing.
Page: A5.2 PROPOSED BUILDING SECTIONS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
In order to avoid needing a
parapet at the exterior wall, the
1 hour rated roof must have all
supporting construction also be
1 hour fire rated. Indicate all
locations with this requirement.
2015 IBC 705.11 exception 4.2
DN UP
OV
REFDRWS FR.
REF.
U/CREF
MW
PTRY.
U/CWINE
FEC
RD OD
OVERFLOWSCUPPER
RD
DN
DN
DNDN
DN
DN
DNDN
RD
OD
DN
RD
OD
DN
RD
OD
DN DN
FLA
T
C
E
I
L
I
N
G
RID
G
E
A
B
O
V
E
STRGBELOW
MECHEQ
ACCESSPANEL
RD
ODDNDN DNOD
RD
DN
4
1
E
4
1A4.21
2A4.2CD F G
2 2
66
5
B
60'-
0
"
6'-1
0
"
17'-
1
1
1
/
4
"
6'-
7
1
/
4
"
15
'
-
0
3
/
4
"
17'-
1
1
1
/
4
"
6'-1
0
"
100'-0"
10'-5 1/4"18'-8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
3 3
5
PROPERTY LINE
PRO
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
SETBACK LINE
SET
B
A
C
K
L
I
N
E
SETBACK LINE
SET
B
A
C
K
L
I
N
E
HO
P
K
I
N
S
A
V
E
N
U
E
ALL
E
Y
2A5.2
1 2A5.1
7
5'-5
3
/
8
"
7
5'-5
3
/
8
"
60'-
0
"
6'-
7
1
/
4
"
15
'
-
0
3
/
4
"
8'-
1
3
/
8
"
8'-
1
3
/
8
"
5'-8 1/8"
EXISTING ADDITION
1 1A5.1
1A5.2A
EXI
S
T
I
N
G
AD
D
I
T
I
O
N
EXI
S
T
I
N
G
AD
D
I
T
I
O
N
1
1A5.3
EXISTING ROOF BELOW
PROPOSEDDECK
RESIDENCEGREAT ROOM204
COMM.UNIT 8214
STAIR #1217
COMM.UNIT 7221
GUESTSUITE219
CORRIDOR 2216
RO
O
F
O
V
E
R
H
A
N
G
RESIDENCEKITCHEN
202
EXISTINGDECK
MECH. 3
218
JANITORCLOSET213
1/203
1/201
1/210
1/221
1/217
1/213
1/219
TWO-SIDED GASFIREPLACE APPLIANCE
ELEVATOR
1
201ABV.
202
203
1/218
204
205
207
208
209 210 212211 213 214 215
218
220
220
220
221
222
223
223
224225226
1/215
T. O. PLY.111'-1 3/8"
T. O. PLY.111'-1 3/8"
3A6.21
RESTROOM222
1/208
RESIDENCEDINING
203
3A6.25
RESIDENCECLOSET
211
1/207
1/222
WC210a
RESIDENCEFOYER
201
1A6.11
W12
A7.01
W8FA7.01
W8A7.01
W12A7.01SIM.W12A7.01
ROOF CANOPY
BELOWW8A7.01
W8A7.01
W8A7.01
W14A7.02
W8FA7.01W8FA7.01
W8A7.01
SUITEENTRY206
HALL208
BENCH
RESIDENCECLOSET
209
2/219
RESIDENCESTUDY207
GUESTSUITE
212
GAS FIREPLACEAPPLIANCE
ROOF CANOPY
BELOW
RES.BATH210
W10A7.01
W10A7.01
W10A7.01
W10A7.01 W8A7.01
GENERAL PLAN NOTES:
1.INTERIOR PARTITIONS ARE TYPE W7/A7.01, U.N.O.2.DIMENSIONS ARE TO FACE OF FRAMING, TYP. WHEREMARKED AS "CLR" OR "FIN", DIMENSIONS ARE TOFINISH.3.WHERE NO DIMENSIONS ARE GIVEN FOR EXTERIOROPENINGS, THE EXISTING ROUGH OPENING IS TOREMAIN AND WILL BE INFILLED WITH A NEW WINDOW
OR DOOR.4.G.C. TO FIELD VERIFY EXISTING CONDITIONS ANDCONFIRM WALL LAYOUTS WORK AS PLANNED. NOTIFYARCHITECT OF DISCREPANCIES.
3A6.13
204
204
206ABV.207206ABV.
217216
ABV.ABV.ABV.
219
SHOWER210b
1A7.11
2X4 FURRING
3A7.04
1'-4
1
/
8
"
5'-
1
1
1
/
8
"
9'-
9
1
/
4
"
7'-8
1
/
4
"
13'-
2
1
/
4
"
5'-9
1
/
8
"
4'-
0
1
/
2
"
18'-9 3/4"5'-3 5/8"9'-3"
5'-3 5/8"
3 1
/
2
"
3'-1
"
8'-
7
1
1
/
1
6
"
EQ
.
EQ
.
4'-4 5/8"10'-4 3/4"4'-9 3/8"4'-9 3/8"4'-4 5/16"8'-10 11/16"4'-5 5/16"8'-10 11/16"4'-5 3/8"4'-5 3/8"12'-8 1/2"3'-9 3/4"2'-3 1/2"
NEW WINDOW - EXIST.OPENING 7 1
/
8
"
9"
5'-1
1
1
/
1
6
"
1'-1
0
"
ALIGNS WITHBELOW - RE:ELEVATIONS
EQ
.
A
CL
R
EQ
.
A
CLR
WINDOWS ALIGN WITH BELOW EXIST. OPENINGS - VIF - RE: ELEVATIONS
2'-9 3/16"2'-10 5/16"
1/209 1/211
W10A7.01SIM.W10A7.01SIM.
W10A7.01SIM.
FIRE RESISTANCE LEGEND:
1-HOUR RATED FIRE BARRIER
1-HOUR RATED FIRE PARTITION
1-HOUR RATED EXTERIOR WALL
20 MIN. RATED FIRE PARTITION
1/206
3A6.22
1A6.27
2A6.27
NEW WINDOW -
EXIST. OPENING
EXIST. PARAPET
2X8 FRAMING FOR MOMENTFRAME CLEARANCE - HOLD EXT.FACE OF FRAMING, TYP.
1
A6.26
Revision:
Issue:
MTN FOR
RENOVA
AND ADD
230-234 E. H
ASPEN, CO
11.16.2017P+Z FINAL HEAR
500 w main staspen, co 81611970.544.9006
rowlandarchitecture / urb
08.02.2018CONSTRUCTION
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION
03.08.2019ASI-001
The service sinkrequired by 2015 IBC2902.1 is onlyaccessible toCommerical unit 8. Itmust be accessible toall Group Boccupancies.
DN UP
F G
6
15
'
-
0
3
/
4
"
14'-8 1/2"24'-1 3/8"
5
PROPERTY LINE
SETBACK LINE
7
5'-
5
3
/
8
"
1A5.1
1
A5.3
STAIR #1
217
COMM.UNIT 7
221
1/217 222
223
223
RESTROOM
1/222
W8F
A7.01
W8A7.01
W14
A7.02
GENERAL PLAN NOTES:
1.INTERIOR PARTITIONS ARE TYPE W7/A7.01, U.N.O.2.DIMENSIONS ARE TO FACE OF FRAMING, TYP. WHEREMARKED AS "CLR" OR "FIN", DIMENSIONS ARE TOFINISH.3.WHERE NO DIMENSIONS ARE GIVEN FOR EXTERIOROPENINGS, THE EXISTING ROUGH OPENING IS TOREMAIN AND WILL BE INFILLED WITH A NEW WINDOWOR DOOR.4.G.C. TO FIELD VERIFY EXISTING CONDITIONS AND
CONFIRM WALL LAYOUTS WORK AS PLANNED. NOTIFY
ARCHITECT OF DISCREPANCIES.
1'-
4
1
/
8
"
5'-
1
1
1
/
8
"
9'-9
1
/
4
"
18'-9 3/4"5'-3 5/8"9'-3"
7 1
/
8
"
9"
FIRE RESISTANCE LEGEND:
1-HOUR RATED FIRE BARRIER
1-HOUR RATED FIRE PARTITION
1-HOUR RATED EXTERIOR WALL
20 MIN. RATED FIRE PARTITION
Revision:
Issue:
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughton
architecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.2018
80% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
1/2 hour (30 minute)
rating required forcorridor walls serving
dwellings. 2015 IBC
1020.1
DN UP
OV
REFDRWS FR.
REF.
U/CREF
MW
PTRY.
U/CWINE
FEC
RD OD
OVERFLOWSCUPPERRD
DN
DN
DNDN
DN
DN
DNDN
RD
OD
DN
RD
OD
DN
RD
OD
DN DN
FLA
T
C
E
I
L
I
N
G
RID
G
E
A
B
O
V
E
STRGBELOW
MECHEQ
ACCESSPANEL
RD
ODDNDN DNOD
RDDN
E
4
1A4.2
2A4.2CD F G
2
6
B
60'-
0
"
6'-1
0
"
17'-
1
1
1
/
4
"
6'-7
1
/
4
"
15'
-
0
3
/
4
"
17'-
1
1
1
/
4
"
6'-1
0
"
100'-0"
100'-0"
10'-5 1/4"18'-8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
26'-4 3/4"14'-8 1/2"
3
5
PROPERTY LINE
PRO
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PRO
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
5'-8 1/8"
SETBACK LINE
SET
B
A
C
K
L
I
N
E
SETBACK LINE
SET
B
A
C
K
L
I
N
E
MONARCH STREET
HOP
K
I
N
S
A
V
E
N
U
E
ALL
E
Y
2A5.2
2A5.1
7
5'-5
3
/
8
"
5'-5
3
/
8
"
6'-7
1
/
4
"
15'
-
0
3
/
4
"
8'-1
3
/
8
"
8'-1
3
/
8
"
10'-5 1/4"18'-8"
5'-8 1/8"
24'-1 3/8"
EXISTING ADDITION
EXISTING ADDITION
1A5.1
1A5.2A
EXI
S
T
I
N
G
ADD
I
T
I
O
N
EXI
S
T
I
N
G
ADD
I
T
I
O
N
1
1A5.3
TRUENORTHSCALE:
PROPOSEDLEVEL TWO FLOOR PLAN3/16" = 1'-0"1A2.2 PLANNORTH
EXISTING ROOF BELOW
PROPOSEDDECK
RESIDENCEGREAT ROOM204
COMM.UNIT 8214
STAIR #1
217
COMM.UNIT 7221
GUESTSUITE219
CORRIDOR 2
216
RO
O
F
O
V
E
R
H
A
N
G
RESIDENCEKITCHEN202
EXISTINGDECK
MECH. 3218
JANITORCLOSET213
1/203
1/201
1/210
1/221
1/217
1/213
1/219
TWO-SIDED GASFIREPLACE APPLIANCE
ELEVATOR1
201ABV.
202
203
1/218
204
205
207
208
209 210 212211 213 214 215
218
220
220
220
221
222
223
223
224225226
1/215
T. O. PLY.111'-1 3/8"
T. O. PLY.111'-1 3/8"
3A6.21
RESTROOM222
1/208
RESIDENCEDINING203
3A6.25
RESIDENCECLOSET211
1/207
1/222
WC210a
RESIDENCEFOYER201
1A6.11
W12A7.01
W8FA7.01
W8A7.01
W12A7.01SIM.W12A7.01
ROOF CANOPYBELOWW8A7.01
W8A7.01
W8A7.01
W14A7.02
W8FA7.01W8FA7.01
W8A7.01
SUITEENTRY206
HALL208
BENCH
RESIDENCECLOSET209
2/219
RESIDENCESTUDY207
GUESTSUITE212
GAS FIREPLACEAPPLIANCE
ROOF CANOPYBELOW
RES.BATH210
W10A7.01
W10A7.01
W10A7.01W10A7.01 W8A7.01
GENERAL PLAN NOTES:
1.INTERIOR PARTITIONS ARE TYPE W7/A7.01, U.N.O.2.DIMENSIONS ARE TO FACE OF FRAMING, TYP. WHEREMARKED AS "CLR" OR "FIN", DIMENSIONS ARE TOFINISH.3.WHERE NO DIMENSIONS ARE GIVEN FOR EXTERIOROPENINGS, THE EXISTING ROUGH OPENING IS TOREMAIN AND WILL BE INFILLED WITH A NEW WINDOWOR DOOR.4.G.C. TO FIELD VERIFY EXISTING CONDITIONS ANDCONFIRM WALL LAYOUTS WORK AS PLANNED. NOTIFYARCHITECT OF DISCREPANCIES.
3A6.13
204
204
206ABV.207206ABV.
217216ABV.ABV.ABV.219
SHOWER210b
1A7.11
2X4 FURRING
3A7.04
1'-4
1
/
8
"
5'-1
1
1
/
8
"
9'-9
1
/
4
"
7'-8
1
/
4
"
13'-
2
1
/
4
"
5'-9
1
/
8
"
4'-0
1
/
2
"
18'-9 3/4"5'-3 5/8"9'-3"
5'-3 5/8"
3 1
/
2
"
3'-1
"
8'-7
1
1
/
1
6
"
EQ
.
EQ.
4'-4 5/8"10'-4 3/4"4'-9 3/8"4'-9 3/8"4'-4 5/16"8'-10 11/16"4'-5 5/16"8'-10 11/16"4'-5 3/8"4'-5 3/8"12'-8 1/2"3'-9 3/4"2'-3 1/2"
NEW WINDOW - EXIST.OPENING 7 1/
8
"
9"
5'-1
1
1
/
1
6
"
1'-1
0
"
ALIGNS WITHBELOW - RE:ELEVATIONS
EQ
.
A
CLR
EQ.
A
CLR
WINDOWS ALIGN WITH BELOW EXIST. OPENINGS - VIF - RE: ELEVATIONS
2'-9 3/16"2'-10 5/16"
1/209 1/211
W10A7.01SIM.W10A7.01SIM.
W10A7.01SIM.
FIRE RESISTANCE LEGEND:
1-HOUR RATED FIRE BARRIER
1-HOUR RATED FIRE PARTITION
1-HOUR RATED EXTERIOR WALL
20 MIN. RATED FIRE PARTITION
1/206
3A6.22
1A6.27
2A6.27
NEW WINDOW -EXIST. OPENING
EXIST. PARAPET
2X8 FRAMING FOR MOMENTFRAME CLEARANCE - HOLD EXT.FACE OF FRAMING, TYP.
1A6.26
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A2-2.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A2.2
3/16"=1'-0"
PROPOSEDLEVEL TWOFLOOR PLAN
Include interiorelevations anddimensioned plan todemonstrateaccessibility forRestroom 222 as youhave done for otherbathrooms on A9.1.Also provide aclearspace beyond thedoor swing.
SCALE:
PROPOSEDBUILDING SECTION
3/16" = 1'-0"
1
A5.2
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT (E)88'-10 5/8"
T.O. PLYROOF (IN FOREGROUND)121'-3 3/8"
11
'
-
1
3
/
8
"
11'-
1
3
/
8
"
10'
-
2
"
T.O. PLATEAT GABLE122'-6"
T.O. PARAPET(IN FOREGROUND)126'-7"
1 2 3 4 5 6 7
60'-0"
5'-5 3/8"15'-0 3/4"6'-7 1/4"8'-1 3/8"17'-11 1/4"6'-10"
1A5.12A5.1
12
12
12
12
R2A7.03F2A7.02
MONARCHSTREET
F2A7.02 F6A7.02F6A7.02
F2A7.02F2A7.02
5A7.10
SIM. O.H.
W5A7.01
EXIST. CMU WALLS
EXIST. FOUNDATION
F8A7.02
F1A7.02 F1A7.02
RESIDENCEGREAT RM
204
RESIDENCEDINING
203
COMM.UNIT 1100
ENTRYLOBBY109
COMM.UNIT 2108
SE
T
B
A
C
K
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
EXIST. SETBACKENCROACHMENT
R1A7.03
R1A7.03
COMM.UNIT 4016
COMM.UNIT 4001
COURTYARD
000
LINE OF PROPOSEDGRADE - RE: CIVIL GUARDRAIL BEYOND
2A7.10
W3A7.02SIM.
F4A7.02
2A7.11SIM. OH
6A7.11
W17FA7.02
MICROPILE WALL -RE: SHORINGDESIGN
EXIST. BEAM - SIZEVARIES - RE:STRUCT.
EXIST. BEAM - SIZEVARIES - RE:STRUCT.
STEEL BEAM - SIZEVARIES - RE:STRUCT.
5'-3
5
/
8
"
T.O. PLYROOF121'-3 3/8"
T.O. ROOFDECK "A"121'-11 3/8"
T.O. PARAPET126'-7"
1 2 3 4 5 6 7
60'-0"
5'-5 3/8"15'-0 3/4"6'-7 1/4"8'-1 3/8"17'-11 1/4"6'-10"
1A5.12A5.1
PARAPET
ROOF BEYOND
ROOF BEYONDPARAPET
EXIST. BEAMBEYONDBEAM - RE:STRUCT.
EXIST. ROOFFRAMING
R3A7.03
EXIST. BEAMBEYOND
SE
T
B
A
C
K
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
GLASS SAFETYGUARD GLASS SAFETY GUARD @ MIN.18" ABOVE POOL COPING
12'
-
7
"
C
L
R
.
PER
M
F
R
.
10'-
0
"
M
A
X
.
O
V
E
R
R
U
N
R4A7.03SIM.
T.O. CONCRETE135'-7"
6A6.24
ELEVATORSHAFT 9'-0
"
7A7.10
TYP.
9A7.10
8A7.12
WATER FEATURE
SPA BEYOND
1'-
8
"
G
U
A
R
D
3'-6
"
R3FA7.03 POOLR8A7.03
Revision:
Issue:
MTN FORGE
RENOVATION
AND ADDITION
230-234 E. HOPKINS AVENUE
ASPEN, CO 81611
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
To maintain dwelling
separation continuity,assembly R2/A7.03must be a listed 1 hourfire rated assembly.Revise R2/A7.03 toindicate a listing.
SCALE:
PROPOSEDBUILDING SECTION3/16" = 1'-0"1A5.2
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT (E)88'-10 5/8"
T.O. PLYROOF (IN FOREGROUND)121'-3 3/8"
11'-1
3
/
8
"
11'-1
3
/
8
"
10'-2
"
T.O. PLATEAT GABLE122'-6"
T.O. PARAPET(IN FOREGROUND)126'-7"
1 2 3 4 5 6 760'-0"
5'-5 3/8"15'-0 3/4"6'-7 1/4"8'-1 3/8"17'-11 1/4"6'-10"
1A5.12A5.1
1212 1212
R2A7.03F2A7.02
MONARCHSTREET
F2A7.02 F6A7.02F6A7.02
F2A7.02F2A7.02
5A7.10SIM. O.H.
W5A7.01
EXIST. CMU WALLS
EXIST. FOUNDATION
F8A7.02
F1A7.02 F1A7.02
RESIDENCEGREAT RM204
RESIDENCEDINING203
COMM.UNIT 1100
ENTRYLOBBY109
COMM.UNIT 2108
SET
B
A
C
K
PRO
P
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
SET
B
A
C
K
EXIST. SETBACKENCROACHMENT
R1A7.03
R1A7.03
COMM.UNIT 4016
COMM.UNIT 4001
COURTYARD000
LINE OF PROPOSEDGRADE - RE: CIVIL GUARDRAIL BEYOND
2A7.10
W3A7.02SIM.
F4A7.02
2A7.11SIM. OH
6A7.11
W17FA7.02 MICROPILE WALL -RE: SHORINGDESIGN
EXIST. BEAM - SIZEVARIES - RE:STRUCT.
EXIST. BEAM - SIZEVARIES - RE:STRUCT.STEEL BEAM - SIZEVARIES - RE:STRUCT.
SCALE:
PROPOSEDBUILDING SECTION3/16" = 1'-0"2A5.2
MONARCHSTREET
5'-3 5
/
8
"
T.O. PLYLEVEL ONE100'-0"
T.O. PLYLEVEL TWO111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
T.O. PLYROOF121'-3 3/8"
11'-
1
3
/
8
"
11'-
1
3
/
8
"
10'-
2
"
T.O. ROOFDECK "A"121'-11 3/8"
T.O. PARAPET126'-7"
1 2 3 4 5 6 7
60'-0"5'-5 3/8"15'-0 3/4"6'-7 1/4"8'-1 3/8"17'-11 1/4"6'-10"
1A5.12A5.1
EXIST. CMU WALLS
NEWEGRESSWELL
PARAPET
ROOF BEYOND
ROOF BEYONDPARAPET
EXIST. BEAMBEYONDBEAM - RE:STRUCT.
EXIST. FOUNDATION
EXIST. ROOFFRAMING
EXIST. AREAWELLWALL - TOP CUTDOWN BELOWGRADE
NEW EGRESS WELLWALL
F1A7.02
8'-8"
R3A7.03
R2A7.03F2A7.02 F2A7.02
EXIST. BEAMBEYOND
8'-1
0
"
8'-0"
RES.BATH210 HALL208 RESIDENCECLOSET211 CORR. 2216 COMM.UNIT 8214
COMM.UNIT 1100 HALL105
COMM.UNIT 3107RAISED PLANTER &WATER QUALITYCAPTURE - RE:LANDSCAPE & CIVIL F2A7.02
W4A7.01
COMM. 1BATHROOM101
BEDROOM002 COMM.UNIT 5007
W6A7.01
BEAM - RE:STRUCT.
RESTROOM012
SET
B
A
C
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PRO
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MICROPILE WALL -RE: SHORINGDESIGN
CORRIDOR017
GLASS SAFETYGUARD GLASS SAFETY GUARD @ MIN.18" ABOVE POOL COPING
4'-0"
P
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.
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7
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C
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.
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R4A7.03SIM.
T.O. CONCRETE135'-7"
F2A7.02
6A7.10BEYOND
6A6.24 ELEVATORSHAFT
ELEVATORSHAFT
9'-0"
W3A7.02SIM.
EXIST. SETBACKENCROACHMENT
F4A7.02
7A7.10TYP.
9A7.10
8A7.12
WATER FEATURE
SPA BEYOND
1'-8"
G
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W17FA7.02
R3FA7.03 POOLR8A7.03
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COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A5-1.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A5.2
3/16" = 1'-0"
PROPOSEDBUILDINGSECTIONS
In order to avoidneeding a parapet atthe exterior wall, the 1hour rated roof musthave all supportingconstruction also be 1hour fire rated. Indicateall locations with thisrequirement. 2015 IBC705.11 exception 4.2
Page: A6.14 ROOF TOP FIREPIT & PLANTERS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
I have not received installation
instructions for the gas fire pit
detailing required clearances.
Provide instructions and revise
plans to clearly show compliance
with manufacturer's
requirements for clearances.
Page: A6.22 SECTION AT MAIN STAIR
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
The hall extension to the exit
enclosure must be built as an
exit passageway. This requires
1 hour fire barriers. Fire barriers
must be continuous to the
underside of floor sheathing
above with no structural
interruption. Thoroughly detail in
architecturals and structurals to
show compliance. 2015 IBC
707.5
Page: A6.22 SECTION AT MAIN STAIR
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Ceilings dropped below rated
assemblies must be framed with
non-combustible or fire resistant
treated materials. 2015 IBC
803.4
Page: A6.22 SECTION AT MAIN STAIR
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Clearly identify all structure that
supports the fire barriers and
protect with 1 hour fire rating.
Columns must be individually
encapsulated with 1 hour fire
rating. Beams that support more
than a floor and a roof or more
than two floors must also be
individually encapsulated with 1
hour rating. 2015 IBC 704.
Page: A6.26 MECH. SHAFT DRAWINGS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Clearly identify all structure that
supports the fire barriers and
protect with 1 hour fire rating.
Columns must be individually
encapsulated with 1 hour fire
rating. Beams that support more
than a floor and a roof or more
than two floors must also be
individually encapsulated with 1
hour rating. 2015 IBC 704.
UP
5'-2
"
2'-10"
VENT PIPE ROUTING IN CHASEBELOW BENCH TO TERMINATIONWALL VENT. INSTALL PER MFRREQ'S. AND SPECIFICATIONS
VERTICAL PENETRATIONTHROUGH ROOF DECK. RE:
MECH. ENG. PLANS FOR DETAILS
E
F
PLANTER (A)PLANTER (A)PLANTER (A)PLANTER (A)PLANTER (B)
12" THK. CORTEN SHEETSTEEL PLANTER BED, TYP.
6" H. GLASS FIRE PIT SCREEN.HIGH TEMPERATURE, TEMPERED
GLAZING, CLEAR FINISH.GAP 12" ABV. FIN. STONE
2" THK. ONE PIECE SANDSTONESLAB. PROVIDE SANDSTONESEALER TO ALL EXPOSED
FACES/EDGES OF STONE
DECORATIVE LINEAR STAINLESSSTEEL FIRE-PIT TROUGH & BURNERRE: MANUF. SPECIFICATIONS
3'-8"
8 1/2"1'-10"1'-1 1/2"
5'-0
"
5"
5"
4'-2
"
7'-4
"
SE
A
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B
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C
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5'-5
1
/
4
"
3'-8 3/4"5'-11" (TYP.)
3'-0
"
(
T
Y
P
.
)
3'-0"8 3/4"
WOOD SLAT BENCH, TOP ANDFRONT FACE, TO MATCH ADJ.
PARAPET WALL SIDING, SIZE,FINISH AND COLOR. SAND & SEAL
2" SQ. SLAT WOOD SEAT. SANDSMOOTH AND SEAL. PROVIDE
(QTY 8) 14" THK. RUBBER FEET TOUNDERSIDE FOR CUSHIONING
12" THK. CORTEN SHEETSTEEL PLANTER BED, TYP.
12" APPROX. GAP BETWEENPLANTER BEDS, TYP.1/2"
8 1/2"2'-1"
NOTES:
1.LINEAR FIRE-PIT 36" AUTO IGNITION STAINLESS STEEL LINEAR TROUGH AND BURNER BY
"HEARTH PRODUCTS CONTROLS CO"WITH TUMBLED SMOOTH LAVA ROCK.5 MINS. TO 1 HR AUTOMATIC TIMER
(SPEC. AS APPROVED BY OWNER)2.6"H x 12" THK GLASS SCREEN:HIGH TEMPERATURE, TEMPERED GLAZING, HEAT SHIELD,CLEAR FIN.
(COLOR AS APPROVED BY OWNER)3.GLASS SUPPORT POSTS:1.75"SQ BRUSHED STAINLESS STEEL TUBE LEGS. & GLAZING CLIPS.
4.SANDSTONE FINISH:LIGHT TAN COLOR,SEAL ALL EXPOSED FACES/EDGES,(COLOR AS APPROVED BY OWNER)
5.12" CORTEN STEEL FINISH: RUST FINISH, BURNT RED/ORANGE(COLOR AS APPROVED BY OWNER)6.SLAT BENCH FINISH:HARDWOOD, COLOR TO MATCH
ADJACENT PARAPET SIDING & SIZE.(COLOR AS APPROVED BY OWNER)7.BENCH SEAT FINISH:TROPICAL HARDWOOD(COLOR AS APPROVED BY OWNER)
1/2" GAP
TYP.
5A6.14
2
A6.14
3A6.14
2A6.14
ENCH AND PLANTER ELEVATION
= 1'-0"
38" GAP
2" SQ. SLAT WOOD SEAT.
WOOD SLAT BENCH, TO MATCHADJ. PARAPET WALL SIDING, SIZE,FINISH AND COLOR.
12" THK. CORTEN SHEETSTEEL,TYP.
2
3'-
0
"
1'-2
"
4"
P
PARAPET WALL WOOD SIDING
METAL CAP FLASHING
OD SIDING
FULLY WELDED CORNER
EDGE OF CORTEN STEELAT PARAPET WALL
SLOPE TO DRAIN
1/4" PER FT. MIN.
SCALE:
TYPICAL PLANTER SECTION
1" = 1'-0"
5
A6.14
2" RIGID INSULATION, ADHEREDTO CORTEN STEEL
12" THK. CORTEN SHEET STEELPLANTER BED
RE: LANDSCAPE PLANS FORSPECIFIC PLANTINGS/FILL, TYP.
LIQUID RUBBER,WATERPROOFSEALANT OVER 1/2:" EXT. GRADE
PLY, ADHERED TO INSUL.
5" OF MED. GRANULAR FILL
GEOTEXTILE FABRIC ON 2"
DRAINAGE CELL WALL MAT
12" x 4" SQ. WELDED CORTEN STL.PLATE. AT CNR'S AND 12" O.C.AROUND INT. PERIM. OF PLANTER.
3'-0
"
2'-8
"
RAISED CONC. PAVER DECKING
2'-0
"
M
A
X
.
P
E
R
S
T
U
C
T
.
1" THK. EXT. GRADE PLY
2" DIA. SCHEDULE 40 DRAIN PIPE
ADJUSTABLE PEDESTALS AT 24" O.C.TO MATCH PAVER PEDESTALS.
(2) 2x6 CONT. EXT. GRADE WOOD
BLOCKING, TYP.
3'-0"
SCALE:
TYPICAL BENCH SECTION
1" = 1'-0"
4
A6.14
VENT PIPE ROUTING BELOW BENCH TOTERMINATION WALL VENT. INSTALL PER
MFR REQ'S. AND SPECIFICATIONS
OOTH
14" THK.ER FEET
VERTICAL PENETRATIONTHROUGH ROOF DECK.
RE: MECH. ENG. PLANSFOR DETAILS
1'-
6
1
/
2
"
1'-2
"
(
A
F
F
)
FACE,
DING,SEAL
C.
2'-9 1/2"
4"
2'-1"
1'-5"
PROVIDE BLOCKING INPARAPET WALL, TYP.
4"4"
FLUSHE PIT
1'-2
"
4"
T.O.DECK
8 1/2"
HEIGHTFLAME
S.
TIMER
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
21718_A6-11.dwg
MTN FORGE
RENOVATION
AND ADDITION
230-234 E. HOPKINS AVENUE
ASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughton
architecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
ROOF TOP
FIREPIT
& PLANTERS
I have not received
installation instructions
for the gas fire pit
detailing requiredclearances. Provideinstructions and reviseplans to clearly showcompliance withmanufacturer'srequirements forclearances.
5
A6
STAIR #1010
STAIR #1104
STAIR #1212
ROOFDECK301
10R
@
6
-
1
1
/
1
6
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=
5
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-
6
1
1
/
1
6
"
7'-4" CLR
7'-4" CLR.
7'-4" CLR.
10
R
@
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1
1
/
1
6
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8'-0
1
/
4
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10R
@
6
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1
3
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6
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=
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8
"
3'-6
"
3'-6
"
3'-6
"
3'-0
"3'-6
"
HANDRAILEXTENSION
HANDRAILBEYOND
R3A7.03
F1A7.02
W-15A7.02
W-15A7.02
W-14A7.02
STAI 30
CORR. 2216
HALL105
COMM. 3CORRIDOR017
F2A7.02
F2A7.02
8A7.05
AT DOOR
DOOR HEADBEYOND
DOOR HEADBEYOND
SCALE:
SECTION THROUGH EXIT ENCLOSURE
1/2" = 1'-0"
3
A6.22
W17FA7.02
765
STAIR #1104
EXIT ENCLOSURE EXTERIOR EXIT ENCLOSURE EXIT DISCHARGE
W8FA7.01
F6A7.02F2A7.02
MECH. 2011
COMM. 3CORRIDOR017
R5A7.03F6A7.02
F2A7.02 F6A7.02
W10A7.01SIM.
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FIRE BARRIERSUPPORTED ONSEPARATE BEAM - RE:
STRUCTURAL
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FLOOR FRAMING SUPPORTED ON CMU /CAST IN PLACE CONCRETE FIREBARRIERS EACH SIDE - RE: STRUCTURAL
LINE OF T.O. CMU WALLBEYOND - RE: STRUCTURAL
LINE OF CONCRETEELEVATOR SHAFTBEYOND - RE:
STRUCTURAL
LINE OF CONCRETE
ELEVATOR SHAFTBEYOND - RE:STRUCTURAL
BLOCKING BETWEENBEAMS
F6A7.02
JANITORCLOSET
213
UTILITY
215 W8FA7.01
W10A7.01SIM.
PR
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PR
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F10A7.03
5A7.10SIM.1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR RATED WALL
DROPPED CEILING
DOOR BEYOND
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
DOOR HEAD BEYOND
DROPPED SOFFIT - RE:ELEVATIONS FOR ALIGNMENT
EXTERIOR
F4A7.02
EXISTING PORTION OFBUILDING (BEYOND) -EXISTING SETBACK
ENCROACHMENT
2A6.22 3A6.22
NOTE: FLOOR JOISTS BEYONDARE FRAMED INTO LVL BEAMWHICH IS POSTED DOWN TO
CMU WALL BELOW - RE:STRUCTURAL
STAIR #1104
EXIT ENCLOSURE
MECH. 2011
JANITORCLOSET213
F6A7.02
F6A7.02
SCALE:
SECTION THROUGH EXIT ENCLOSURE
1/2" = 1'-0"
2
A6.22
W15 SIM.A7.02W18 SIM.A7.02
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
F4A7.02
RE: STRUCTURAL FOR
FOOTING DETAILS
FULLY GROUTED CMU WALL -RE: STRUCTURAL
CAST IN PLACE CONCRETEWALLS - RE: STRUCTURAL
12A7.05
SIM.
3A7.05SIM.
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The hall extension tothe exit enclosure mustbe built as an exit
passageway. Thisrequires 1 hour firebarriers. Fire barriers
must be continuous tothe underside of floorsheathing above with
no structuralinterruption.Thoroughly detail inarchitecturals andstructurals to showcompliance. 2015 IBC707.5
R D
D B
D B
W17FA7.02
765
STAIR #1
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EXIT ENCLOSURE EXTERIOR EXIT ENCLOSURE EXIT DISCHARGE
W8F
A7.01
F6A7.02F2A7.02
MECH. 2
011
COMM. 3CORRIDOR
017
R5A7.03F6A7.02
F2A7.02 F6A7.02
W10
A7.01SIM.
1-HOUR HORIZONTAL
FLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FIRE BARRIERSUPPORTED ONSEPARATE BEAM - RE:STRUCTURAL
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FLOOR FRAMING SUPPORTED ON CMU /CAST IN PLACE CONCRETE FIREBARRIERS EACH SIDE - RE: STRUCTURAL
LINE OF T.O. CMU WALLBEYOND - RE: STRUCTURAL
LINE OF CONCRETEELEVATOR SHAFTBEYOND - RE:STRUCTURAL
LINE OF CONCRETE
ELEVATOR SHAFT
BEYOND - RE:STRUCTURAL
BLOCKING BETWEEN
BEAMS
F6A7.02
JANITORCLOSET
213
UTILITY
215 W8F
A7.01
W10A7.01SIM.
PRO
P
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PRO
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MICROPILE WALL - RE:SHORING DESIGNER
F10A7.03
5A7.10SIM.1-HOUR HORIZONTAL
FLOOR/CEILING ASSEMBLY
1-HOUR HORIZONTAL
FLOOR/CEILING ASSEMBLY
1-HOUR RATED WALL
DROPPED CEILING
DOOR BEYOND
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
DOOR HEAD BEYOND
DROPPED SOFFIT - RE:ELEVATIONS FOR ALIGNMENT
EXTERIOR
EXISTING PORTION OF
BUILDING (BEYOND) -
EXISTING SETBACKENCROACHMENT
2A6.22 3A6.22
NOTE: FLOOR JOISTS BEYOND
ARE FRAMED INTO LVL BEAM
WHICH IS POSTED DOWN TO
CMU WALL BELOW - RE:
STRUCTURAL
STAIR #1
104
EXIT ENCLOSURE
MECH. 2
011
JANITORCLOSET
213
F6A7.02
F6A7.02
W15 SIM.A7.02W18 SIM.A7.02
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
RE: STRUCTURAL FOR
FULLY GROUTED CMU WALL -RE: STRUCTURAL
CAST IN PLACE CONCRETEWALLS - RE: STRUCTURAL
12A7.05
SIM.
3A7.05SIM.
wg
Ceilings droppedbelow rated
assemblies must beframed withnon-combustible or
fire resistant treatedmaterials. 2015 IBC803.4
STAIR #1
010
STAIR # 104
212
10R
@
6
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1
1
/
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=
5
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-
6
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3
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3'-6
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3'-6
"
3'-6
"
F1A7.02
W-15A7.02
216
HALL
105
COMM. 3CORRIDOR017
F2A7.02
F2A7.02
SCALE:
SECTION THROUGH EXIT ENCLOSURE
1/2" = 1'-0"
3
A6.22
W17FA7.02
765
STAIR #1104
EXIT ENCLOSURE EXTERIOR EXIT ENCLOSURE EXIT DISCHARGE
W8F
A7.01
F6A7.02F2A7.02
MECH. 2011
COMM. 3CORRIDOR017
R5A7.03F6A7.02
F2A7.02 F6A7.02
W10
A7.01SIM.
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FIRE BARRIERSUPPORTED ONSEPARATE BEAM - RE:STRUCTURAL
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR FIRE BARRIER
FLOOR FRAMING SUPPORTED ON CMU /CAST IN PLACE CONCRETE FIREBARRIERS EACH SIDE - RE: STRUCTURAL
LINE OF T.O. CMU WALLBEYOND - RE: STRUCTURAL
LINE OF CONCRETEELEVATOR SHAFTBEYOND - RE:STRUCTURAL
LINE OF CONCRETEELEVATOR SHAFT
BEYOND - RE:STRUCTURAL
BLOCKING BETWEENBEAMS
F6A7.02
JANITORCLOSET
213
UTILITY
215 W8FA7.01
W10
A7.01SIM.
PR
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PR
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MICROPILE WALL - RE:SHORING DESIGNER
F10A7.03
5A7.10SIM.1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
1-HOUR RATED WALL
DROPPED CEILING
DOOR BEYOND
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
DOOR HEAD BEYOND
DROPPED SOFFIT - RE:ELEVATIONS FOR ALIGNMENT
EXTERIOR
F4A7.02
EXISTING PORTION OFBUILDING (BEYOND) -EXISTING SETBACKENCROACHMENT
2A6.22 3A6.22
NOTE: FLOOR JOISTS BEYONDARE FRAMED INTO LVL BEAM
WHICH IS POSTED DOWN TOCMU WALL BELOW - RE:STRUCTURAL
STAIR #1104
EXIT ENCLOSURE
MECH. 2011
JANITORCLOSET213
F6A7.02
F6A7.02
SCALE:
SECTION THROUGH EXIT ENCLOSURE
1/2" = 1'-0"
2
A6.22
W15 SIM.A7.02W18 SIM.A7.02
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILING ASSEMBLY
F4A7.02
RE: STRUCTURAL FORFOOTING DETAILS
FULLY GROUTED CMU WALL -RE: STRUCTURAL
CAST IN PLACE CONCRETEWALLS - RE: STRUCTURAL
12A7.05SIM.
3A7.05SIM.
File
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Clearly identify allstructure that supportsthe fire barriers andprotect with 1 hour firerating. Columns mustbe individuallyencapsulated with 1
hour fire rating. Beamsthat support more thana floor and a roof ormore than two floors
must also beindividuallyencapsulated with 1hour rating. 2015 IBC
704.
SCALE:
SECTION AT MECHANICAL SHAFT
1/2" = 1'-0"
5
A6.26
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
T.O. PLYROOF (E)121'-3 3/8"
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 1
100
MECH. 3218
SCALE:
LEVEL TWO ENLARGED PLAN - MECHANICAL SHAFT
1/2" = 1'-0"
1
A6.26
SCALE:
LEVEL ONE ENLARGED PLAN - MECHANICAL SHAFT
1/2" = 1'-0"
3
A6.26
R4FA7.03R3FA7.03
R7A7.03
ROOFDECK301
T.O. PARAPET126'-7"
T.O. PLYLEVEL ONE ADU99'-6"
AHU
102
COMM.UNIT 7009
W10A7.01
W10A7.01
F2A7.02
F2A7.02
F6A7.02
F6A7.02
F4A7.02F1A7.02
GUESTSUITE219W9A7.01
FD
SCALE:
BASEMENT ENLARGED PLAN - MECHANICAL SHAFT
1/2" = 1'-0"
4
A6.26
W16A7.02
SHAFTENCLOSURE
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENING
SHAFTENCLOSURE
OVERFRAMED CURBABOVE SHAFT
SLOPE1/2":12"
FLUE & COMBUSTION AIR &VENT PIPE TERMINATIONSABOVE - RE: MEP
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
SCALE:
ROOF - ENLARGED PLAN - MECHANICAL SHAFT
1/2" = 1'-0"
2
A6.26
F
F
5A6.26
5A6.26
5A6.26
5A6.26
3 3
4
3
4
3
OBSCURE GLASS VISION SHIELDPARAPETMECH. 3218
GUESTSUITE219
COMM.UNIT 1
100
AHU
102
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 7009
W10A7.01
W10A7.01
W10A7.01
W16A7.02
W10A7.01
W10A7.01SIM.
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
FURRING WALL INFRONT OF RATEDASSEMBLY FURRING WALL INFRONT OF RATEDASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
F1A7.02F4A7.02
W16A7.02
F6A7.02SIM.F2A7.02
W6A7.01
W10A7.01
MECH. 1CHASE / EQUIP. RM.008
SCALE:
SECTION AT MECHANICAL SHAFT
1/2" = 1'-0"
6
A6.26
COMM.UNIT 1
100
SHAFTENCLOSURE
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
CORRIDOR017
W10A7.01
W10A7.01
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
GUESTSUITE212CORRIDOR 2216
W10A7.01
6A6.26
6A6.26
SHAFTENCLOSURE
R3FA7.03R3FA7.03 R7A7.03
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENINGREFER TO MEP FOREQUIPMENT LAYOUT
COMM. UNITELECTRICAL PANEL SETIN FURRING WALL - RE:ELECTRICAL - DO NOTPENETRATE SHAFTASSEMBLY
1-HOUR FIRE BARRIERASSEMBLY
W10A7.01
SURFACE MOUNT
SURFACE MOUNT
COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A6-21.dwg
MTN FORGE
RENOVATION
AND ADDITION
230-234 E. HOPKINS AVENUE
ASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
architecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING
02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A6.26
1/2" = 1'-0"
MECH. SHAFT
DRAWINGS
Clearly identify allstructure that supportsthe fire barriers andprotect with 1 hour firerating. Columns mustbe individuallyencapsulated with 1hour fire rating. Beamsthat support more thana floor and a roof ormore than two floorsmust also beindividuallyencapsulated with 1hour rating. 2015 IBC704.
Page: A6.26 MECH. SHAFT DRAWINGS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
With the shaft unenclosed at the
bottom, the mechanical room
must essentially become part of
the shaft using 1 hour fire
barriers. Fire barriers must be
continuous to the underside of
the floor sheathing above. 2015
IBC 707.5
Page: A6.26 MECH. SHAFT DRAWINGS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
The mechanical shaft must be
built as a fire barrier. The walls
may not be interrupted by any
structure other than floor or roof
sheathing. Walls must be
continuous to the underside of
the floor/roof sheathing. 2015
IBC 707.5
Page: A7.03 BUILDING ASSEMBLIES
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Any assembly that claims a fire
or sound rating must reference
a listed assembly that you
include in the plans. Revise to
treat similarly to how you have
done the wall assemblies.
Page: A8.2 DOOR SCHEDULE
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Doors 1/010, 3/104, and 1/217
are shown to have hardware
group D which refers to an
interior pocket lockset. These
are swinging doors which serve
an exit stair enclosure. Locking
prohibited unless you can
demonstrate compliance with
one of the exceptions of 2015
IBC 1010.1.9.11.
Page: A8.2 DOOR SCHEDULE
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: Group
Author: nickt
Color:
Door 1/213 serves an employee
work area per your response
and therefore must provide 32"
clear measured from the face of
the door leaf opened at 90
degrees to the face of the
doorstop. A 2'-10" (34") door will
typically only provide 31 3/4" of
clearance. Revise door schedule
to demonstrate compliance.
(2015 IBC 1010.1.1)
SCALE:SECTION AT MECHANICAL SHAFT1/2" = 1'-0"5A6.26
F
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
T.O. PLYROOF (E)121'-3 3/8"
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 1100
MECH. 3218
SCALE:LEVEL TWO ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 1A6.26
SCALE:LEVEL ONE ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 3A6.26
R4FA7.03R3FA7.03
R7A7.03
ROOFDECK301
T.O. PARAPET126'-7"
T.O. PLYLEVEL ONE ADU99'-6"
AHU102
COMM.UNIT 7009
W10A7.01
W10A7.01
F2A7.02
F2A7.02
F6A7.02
F6A7.02
F4A7.02F1A7.02
GUESTSUITE219W9A7.01
FD
SCALE:BASEMENT ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 4A6.26
W16A7.02
SHAFTENCLOSURE
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENING
SHAFTENCLOSURE
OVERFRAMED CURBABOVE SHAFT
SLOPE1/2":12"
FLUE & COMBUSTION AIR &VENT PIPE TERMINATIONSABOVE - RE: MEP
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
SCALE:ROOF - ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 2A6.26
F
F
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5A6.26
5A6.26
5A6.26
5A6.26
4
3
4
3
4
3
4
3
OBSCURE GLASS VISION SHIELDPARAPETMECH. 3218
GUESTSUITE219
COMM.UNIT 1100
AHU102
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 7009
WHy
W10A7.01
W10A7.01
W10A7.01
W16A7.02
W10A7.01
W10A7.01SIM.
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
FURRING WALL INFRONT OF RATEDASSEMBLY FURRING WALL INFRONT OF RATEDASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
4 3 7A7.12SIM
F1A7.02F4A7.02
W16A7.02
F6A7.02SIM.F2A7.02
W6A7.01
W10A7.01
MECH. 1CHASE / EQUIP. RM.008
SCALE:SECTION AT MECHANICAL SHAFT1/2" = 1'-0" 6A6.26
COMM.UNIT 1100
SHAFTENCLOSURE
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
CORRIDOR017
W10A7.01
W10A7.01
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
GUESTSUITE212CORRIDOR 2216
W10A7.01
6A6.266A6.26
6A6.26
6A6.26
SHAFTENCLOSURE
R3FA7.03R3FA7.03 R7A7.03
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
6A6.265A6.26
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENINGREFER TO MEP FOREQUIPMENT LAYOUT
COMM. UNITELECTRICAL PANEL SETIN FURRING WALL - RE:ELECTRICAL - DO NOTPENETRATE SHAFTASSEMBLY
1-HOUR FIRE BARRIERASSEMBLY
W10A7.01
SURFACE MOUNT
SURFACE MOUNT
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COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A6-21.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A6.26
1/2" = 1'-0"
MECH. SHAFTDRAWINGS
With the shaftunenclosed at thebottom, themechanical room mustessentially becomepart of the shaft using1 hour fire barriers.Fire barriers must becontinuous to theunderside of the floorsheathing above. 2015IBC 707.5
SCALE:
SECTION AT MECHANICAL SHAFT
1/2" = 1'-0"
5
A6.26
F
T.O. PLYLEVEL ONE (E)100'-0"
T.O. PLYLEVEL TWO (E)111'-1 3/8"
T.O. CONC.BASEMENT88'-10 5/8"
T.O. PLYROOF (E)121'-3 3/8"
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 1100
MECH. 3218
SCALE:LEVEL TWO ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 1A6.26
SCALE:LEVEL ONE ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 3A6.26
R4FA7.03R3FA7.03
R7A7.03
ROOFDECK301
T.O. PARAPET126'-7"
T.O. PLYLEVEL ONE ADU99'-6"
AHU102
COMM.UNIT 7009
W10A7.01
W10A7.01
F2A7.02
F2A7.02
F6A7.02
F6A7.02
F4A7.02F1A7.02
GUESTSUITE219W9A7.01
FD
SCALE:
BASEMENT ENLARGED PLAN - MECHANICAL SHAFT
1/2" = 1'-0"
4
A6.26
W16A7.02
SHAFTENCLOSURE
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENING
SHAFTENCLOSURE
OVERFRAMED CURBABOVE SHAFT
SLOPE1/2":12"
FLUE & COMBUSTION AIR &VENT PIPE TERMINATIONSABOVE - RE: MEP
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
SCALE:ROOF - ENLARGED PLAN - MECHANICAL SHAFT1/2" = 1'-0" 2A6.26
F
F
F
5A6.26
5A6.26
5A6.26
5A6.26
4
3
4
3
4
3
4
3
OBSCURE GLASS VISION SHIELDPARAPETMECH. 3218
GUESTSUITE219
COMM.UNIT 1100
AHU102
MECH. 1CHASE / EQUIP. RM.008
COMM.UNIT 7009
WHy
W10A7.01
W10A7.01
W10A7.01
W16A7.02
W10A7.01
W10A7.01SIM.
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
W9A7.01
FURRING WALL INFRONT OF RATEDASSEMBLY FURRING WALL INFRONT OF RATEDASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIRE BARRIER
1-HOUR FIRE BARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
4 3 7A7.12SIM
F1A7.02F4A7.02
W16A7.02
F6A7.02SIM.F2A7.02
W6A7.01
W10A7.01
MECH. 1CHASE / EQUIP. RM.008
SCALE:
SECTION AT MECHANICAL SHAFT
1/2" = 1'-0"
6
A6.26
COMM.UNIT 1100
SHAFTENCLOSURE
DUCTS PENETRATINGTHE SHAFTENCLOSURE SHALLBE PROTECTED BYDAMPERS ASREQUIRED BY CODE -RE: MECHANICALDOCUMENTATION
CORRIDOR017
W10A7.01
W10A7.01
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOUR FIREBARRIER
1-HOURHORIZONTALFLOOR/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
GUESTSUITE212CORRIDOR 2216
W10A7.01
6A6.266A6.26
6A6.26
6A6.26
SHAFTENCLOSURE
R3FA7.03R3FA7.03 R7A7.03
1-HOUR HORIZONTALROOF/CEILINGASSEMBLY
1-HOUR FIREBARRIER
F2A7.02
6A6.265A6.26
NOTE: DUCTSRUNNING UP INTOSHAFT ENCLOSURESHALL BEPROTECTED BY FIREDAMPERS AT THISLEVEL PER IBC713.11.3. PROVIDEDRAFTSTOPPING ATSHAFT OPENINGREFER TO MEP FOREQUIPMENT LAYOUT
COMM. UNITELECTRICAL PANEL SETIN FURRING WALL - RE:ELECTRICAL - DO NOTPENETRATE SHAFTASSEMBLY
1-HOUR FIRE BARRIERASSEMBLY
W10A7.01
SURFACE MOUNT
SURFACE MOUNT
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COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A6-21.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS08.28.201880% PRICING02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A6.26
1/2" = 1'-0"
MECH. SHAFTDRAWINGS
The mechanical shaftmust be built as a firebarrier. The walls maynot be interrupted byany structure otherthan floor or roofsheathing. Walls mustbe continuous to theunderside of thefloor/roof sheathing.2015 IBC 707.5
SCALE:
ROOF ASSEMBLYSLOPED ROOF WITH STANDING SEAM METAL1 1/2" = 1'-0"R-49 MIN.R1A7.03
FRAMING - RE: STRUCTURAL
5/8" TYPE X GWB
SHEATHING - RE:STRUCTURAL
INTERIOR
EXTERIOR
SCALE:
ROOF ASSEMBLY (EXISTING ROOFS)LOW-SLOPE ROOF WITH MEMBRANE1 1/2" = 1'-0"R-49 MIN.R2A7.03
EXISTING FRAMING - RE:STRUCTURAL
EXISTING PLYWOOD SHEATHING(TO REMAIN, TYP.)
INTERIOR
EXTERIOR
INTERIOR FINISH - RE: SCHEDULE
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-49 MIN.)- SEAL ALL AIR GAPS
IC RATED RECESSED LIGHTHOUSING (WHERE OCCURS)
PREFINISHED METALSTANDING SEAMROOFINGCLASS-A ROOFINGUNDERLAYMENT -VERSASHIELD ORAPPROVED EQ.HIGH-TEMPERATURESELF-ADHEREDICE&WATER BARRIER,TYP. FOR ENTIRE ROOF
EXIST
.
T
O
R
E
M
A
I
N
RE: S
T
R
U
C
T
U
R
A
L
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
VARIE
S
-
R
E
:
R
C
P
S
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
FULLY ADHERED SINGLE-PLYROOFING MEMBRANE
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIREDMECH. SPACE
SCALE:
ROOF ASSEMBLY (EXISTING & NEW ROOFS)LOW-SLOPE ROOF WITH MEMBRANE & PEDESTAL DECK1 1/2" = 1'-0"R-49 MIN.R3(F)A7.03
EXISTING FRAMING - RE:STRUCTURAL
EXISTING PLYWOOD SHEATHING(TO REMAIN, TYP.)AT NEW ROOF, RE: STRUCTURALFOR SHEATHING
INTERIOR
EXTERIOR
EXIST
.
T
O
R
E
M
A
I
N
RE: S
T
R
U
C
T
U
R
A
L
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
B.O. EXISTING OR NEW FRAMING- RE: STRUCTURAL
VARIE
S
-
R
E
:
R
C
P
S
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
FULLY ADHERED SINGLE-PLYROOFING MEMBRANE
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIREDMECH. SPACE
SCALE:
ROOF ASSEMBLY (NEW ROOFS)LOW-SLOPE ROOF WITH MEMBRANE1 1/2" = 1'-0"R-49 MIN.R4(F)A7.03
FRAMING - RE: STRUCTURAL
SHEATHING - RE: STRUCTURAL
INTERIOR
B.O. FRAMING
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
VARIE
S
-
R
E
:
R
C
P
S
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
FULLY ADHERED SINGLE-PLYROOFING MEMBRANE
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIREDMECH. SPACE
EXTERIOR
VARIE
S
RE: RO
O
F
P
L
A
N
ADJUSTABLE PEDESTAL SYSTEMPAVER
SLOPE TO DRAIN1/4" PER FT. MIN.SLOPE TO DRAIN1/4" PER FT. MIN.SLOPE TO DRAIN1/4" PER FT. MIN.
AT "R4F" : 2-LAYERS 5/8" TYPE "X"GWB APPLIED PER GA-610 FOR1-HOUR RATING. AT "R4" -1-LAYER 1/2" MIN. TYPE X GWB
SCALE:
ROOF ASSEMBLY (NEW ROOFS)LOW-SLOPE ROOF WITH MEMBRANE & PAVERS1 1/2" = 1'-0"R-49 MIN.R5A7.03
FRAMING - RE: STRUCTURAL SHEATHING - RE: STRUCTURAL
B.O. FRAMING
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
HOT FLUID APPLIEDWATERPROOFING
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
EXTERIORSLOPE TO DRAIN1/4" PER FT. MIN.
SCALE:
FLOOR ASSEMBLY (NEW FLOORS)SNOWMELTED STAIR TREADS AND RISERS1 1/2" = 1'-0"F9A7.03
PORCELAIN PAVER STAIR TREADSAND RISERS
SNOWMELT TUBING - RE: MEP
REINFORCED CONCRETESUB-STRUCTRE - RE: STRUCTURAL
EXTERIOR
COMPACTED BASE PER GEOTECH
2" HIGH-DENSITY SUB-SLAB RIGIDINSULATION - R-10 MIN.
RE: S
T
A
I
R
DRAW
I
N
G
RE: STAIRDRAWING
SCALE:
FLOOR ASSEMBLY (NEW FLOORS)SNOWMELTED CONCRETE WALKWAY1 1/2" = 1'-0"F10A7.03
EXTERIOR
REINFORCED CONCRETE SLAB - RE:CIVIL & LANDSCAPE
2" HIGH-DENSITY SUB-SLAB RIGIDINSULATION - R-10 MIN.
COMPACTED BASE PER GEOTECH
RADIANT SNOWMELT TUBING TIED TOREBAR AS REQUIRED - RE: MEP -PROVIDE TUBING COVERAGE PERMANUFACTURERSLOPE PER CIVIL
RE: M
F
R
.
RE: MEP RE: MEP RE: LANDSCAPE FOR SURFACETEXTURE AND JOINTING, TYP.
THERMA-HEXX THERMA-PANELSNOWMELT PANEL
HIGH-COMPRESSION DRAINAGEMAT
NON-SHRINK THICK-SET MUD BEDRADIANT SNOWMELT TUBING TIED TOSLAB AS REQUIRED - RE: MEP
EXTERIOR PAVERS
INTERIOR
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIREDMECH. SPACE
5/8" TYPE X GWBVARIE
S
-
R
E
:
R
C
P
S
RAT
E
D
A
S
S
E
M
B
L
Y
ICC-
E
S
R
-
3
2
0
7
AT "SIM." - ADD DECORATIVERIVER ROCK BALLAST
R2 "SI
M
.
"
O
N
L
Y
B.O. EXISTING OR NEW FRAMING- RE: STRUCTURAL
NOTE:AT "R4 SIM." OMIT DROPPED CEILING
SCALE:
ROOF ASSEMBLY (EXISTING ROOFS)LOW-SLOPE ROOF WITH MEMBRANE - MODULAR GREEN ROOF1 1/2" = 1'-0"R-49 MIN.R6A7.03
EXISTING FRAMING - RE:STRUCTURAL
EXISTING PLYWOOD SHEATHING(TO REMAIN, TYP.)
INTERIOR
EXTERIOR
EXIST.
T
O
R
E
M
A
I
N
RE: ST
R
U
C
T
U
R
A
L
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
VARIE
S
-
R
E
:
R
C
P
S
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
FULLY ADHERED SINGLE-PLYROOFING MEMBRANE
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIREDMECH. SPACE
SLOPE MEMBRANE TO DRAIN1/4" PER FT. MIN.
B.O. EXISTING OR NEW FRAMING- RE: STRUCTURAL
1/2" TYPE X GWB THERMAL &IGNIITION BARRIER
SLIP-SHEET PER GREEN ROOFMODULE MFR'S SPECS
MODULAR GREEN ROOFPANEL SYSTEM -LiveRoof STANDARDSYSTEM OR APPROVEDEQUAL
4 1/4"
LiveRoof ENGINEEREDSOIL & PLANTS
AT "R3F" : 2-LAYERS 5/8" TYPE "X"GWB APPLIED PER GA-610 FOR1-HOUR RATING. AT "R3" -1-LAYER 1/2" MIN. TYPE X GWB
SCALE:
ROOF ASSEMBLY (NEW ROOFS)OVERFRAMED ROOF & CURB WITH MEMBRANE1 1/2" = 1'-0"R-49 MIN.R7A7.03
FRAMING - RE: STRUCTURAL
SHEATHING - RE: STRUCTURAL
SHAFT ENCLOSURE
B.O. FRAMING
TAPERED RIGID INSULATION - 2"MIN. THICKNESS. R-10 MIN.
1/4" DENS DECK CLASS AROOFING UNDERLAYMENT
FULLY ADHERED SINGLE-PLYROOFING MEMBRANE
BLOWN OR BATT INSULATION(R-39 MIN.)
EXTERIOR
SLOPE TO DRAIN1/2" PER FT. MIN.
2-LAYERS 5/8" TYPE "X" GWBAPPLIED PER GA-610 FOR1-HOUR RATING
OVERFRAMING AS REQUIRED
SHEATHING - RE: STRUCTURAL
1-HOUR FIRE RATED ASS'YICC-ESR-3207STC 60-61IIC 56-57
2-LAYERS 5/8" TYPE C GWBAPPLIED PER LISTED ASSEMBLY
78" 20 GA.DRYWALL FURRINGCHANNEL. 24" MAX. O.C. PERLISTING
KINETICS WAVE HANGER @ 48"MAX. OC, INSTALLED PER LISTING
2-LAYERS 5/8" TYPE "X" GWBAPPLIED PER GA-610 FOR1-HOUR RATING
NON-SHRINK THICK-SET MUD BED
SCALE:
ROOF ASSEMBLY (NEW ROOFS)CONCRETE POOL SUB-SLAB1 1/2" = 1'-0"R-49 MIN.R8A7.03
EXISTING/NEW FRAMING - RE:STRUCTURAL
EXISTING PLYWOOD SHEATHING(TO REMAIN, TYP.)AT NEW ROOF, RE: STRUCTURALFOR SHEATHING
INTERIOR
EXTERIOR
EXIST.
T
O
R
E
M
A
I
N
RE: ST
R
U
C
T
U
R
A
L
RIGID INSULATION - 2"THICKNESS. R-10 MIN.
B.O. EXISTING OR NEW FRAMING- RE: STRUCTURAL
VARIE
S
-
R
E
:
R
C
P
S
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPSCEILING FRAMING AS REQUIRED
MECH. SPACE
RE ST
R
U
C
T
.
REINFORCED CONCRETE &METAL DECK SLAB - RE:STRUCTURAL
HYDROTECH MONOLITHICMEMBRANE 6125-FR FABRICREINFORCED SYSTEM APPLIEDPER MFR. REQUIREMENTS
2-LAYERS 5/8" TYPE C GWBAPPLIED PER LISTED ASSEMBLY
78" 20 GA.DRYWALL FURRINGCHANNEL. 24" MAX. O.C. PERLISTING
KINETICS WAVE HANGER @ 48"MAX. OC, INSTALLED PER LISTING
HYDROTECH SURFACECONDITIONER
HYDROTECHHYDROFLEX 30PROTECTION COURSE
PREFABRICATED POOLSTRUCTURE
SCALE:
ROOF ASSEMBLY CONCRETE SUB-SLAB WITH SNOWMELTED PAVER FINISH1 1/2" = 1'-0"R-49 MIN.R9A7.03
EXISTING/NEW FRAMING - RE:STRUCTURAL
EXISTING PLYWOOD SHEATHING(TO REMAIN, TYP.)AT NEW ROOF, RE: STRUCTURALFOR SHEATHING
INTERIOR
EXTERIOR
EXIST
.
T
O
R
E
M
A
I
N
RE: S
T
R
U
C
T
U
R
A
L
RIGID INSULATION
B.O. EXISTING OR NEW FRAMING- RE: STRUCTURAL
VARIE
S
-
R
E
:
R
C
P
S
SPRAY APPLIED CLOSED-CELLFOAM INSULATION (R-39 MIN.)- SEAL ALL AIR GAPS
5/8" TYPE X GWBINTERIOR FINISH - RE: SCHEDULE
DROPPED CEILING - VARIES - RE:RCPS
CEILING FRAMING AS REQUIRED
MECH. SPACE
RE ST
R
U
C
T
.
REINFORCED CONCRETE &METAL DECK SLAB - RE:STRUCTURAL
HYDROTECH MONOLITHICMEMBRANE 6125-FR FABRICREINFORCED SYSTEM APPLIEDPER MFR. REQUIREMENTS
2-LAYERS 5/8" TYPE C GWBAPPLIED PER LISTED ASSEMBLY
78" 20 GA.DRYWALL FURRINGCHANNEL. 24" MAX. O.C. PERLISTING
KINETICS WAVE HANGER @ 48"MAX. OC, INSTALLED PER LISTING
HYDROTECHHYDROFLEX 30PROTECTION COURSESECUROCK ROOFSUBSTRATE BOARD
TAPERED RIGID INSULATION ASREQUIRED TO CREATE 1/4" PERFT SLOPE
HYDRODRAIN
SETTING BEDRADIANT SNOWMELT TUBING EXTERIOR PAVERSSLOPE TO DRAIN1/4" PER FT. MIN.
SCALE:
DECK ASSEMBLYPAVERS OVER STAINLESS STEEL POOL SHELL1 1/2" = 1'-0"R10A7.03
GALVANIZED METAL LATH PERLATICRETE SYSTEM DETAILSTEEL SHELL SUBSTRATE BY POOL MFR.STEEL FRAMING BY POOL MFR.
LATICRETE 3701 FORTIFIED MORTAR PERSYSTEM DETAIL
LATICRETE HYDRO BANLATICRETE 254 PLATINUM
EXTERIOR PORCELAIN TILE / PAVER - RE:FINISH SCHEDULE
LATICRETE SPECTRALOCK PROPREMIUM GROUT
SLOPE TO DRAIN1/8" PER FT. MIN.
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COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A7-01-ASSEM.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS08.28.201880% PRICING02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
A7.03
AS NOTED
BUILDINGASSEMBLIES
Any assembly thatclaims a fire or soundrating must referencea listed assembly thatyou include in theplans. Revise to treatsimilarly to how youhave done the wallassemblies.
SCALE:DOOR TYPE A1/2" = 1'-0" SCALE:DOOR TYPE B1/2" = 1'-0" BA8.2 SCALE:DOOR TYPE C1/2" = 1'-0" CA8.2 SCALE:DOOR TYPE D1/2" = 1'-0" DA8.2
SCALE:DOOR TYPE E1/2" = 1'-0" SCALE:DOOR TYPE F1/2" = 1'-0" FA8.2
ERIOR SWING - GLAZED
RE: SCHEDULE
TEMPEREDINSULATEDGLAZING
2"5 1/2"
10"
MIN
.
A
D
A
ALUMINUMCLAD WOODDOOR
"
RE: PLANSFOR SWINGORIENTATION
INTERIOR SWING - SOLID
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID COREWOODDOOR
PANELDETAIL TBD
RE: PLANSFOR SWINGORIENTATION
DOORFINISH TBD
INTERIOR SWING - SOLID (AHU)
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID COREWOODDOOR
FLUSHPANEL
RE: PLANSFOR SWINGORIENTATION
PAINTEDFINISH
RE: SCHEDULE
"
SOLID COREWOODDOOR
FLUSHPANEL
BYPASSDOORS
PAINTEDFINISH
2 3/4"
TOP TRACK
FLOOR MOUNTGUIDES, TYP.
INTERIOR SWING - SOLID - RATED
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID CORERATEDWOOD DOOR
PANELDETAIL TBD
RE: PLANSFOR SWINGORIENTATION
DOORFINISH TBD
INTERIOR DOUBLE SWING - SOLID
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID COREWOODDOOR
PANELDETAIL TBD
RE: PLANSFOR SWINGORIENTATION
DOORFINISH TBD
2 3/4"
10"
MIN
.
A
D
A
10"
MIN
.
A
D
A
10"
MIN
.
A
D
A
NTERIOR BYPASS - SOLID (AHU)
SCALE:DOOR TYPE G1/2" = 1'-0" GA8.2
BUILDING ENTRY DOOR - EXTERIOR SWING - GLAZED
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
TEMPEREDINSULATEDGLAZING
5 1/2"5 1/2"
10"
MIN
.
A
D
A
ALUMINUMCLAD WOODDOOR
3'-0
"
VER
I
F
Y
2 3/4"
RE: PLANSFOR SWINGORIENTATION
SCALE:DOOR TYPE H1/2" = 1'-0"
ERIOR SWING - FLUSH PANEL - RATED
RE: SCHEDULE
PAINTEDSTEEL FLUSHDOOR
"
RE: PLANSFOR SWINGORIENTATION
SCALE:DOOR TYPE J1/2" = 1'-0" JA8.2
INTERIOR SWING - GLAZED
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID COREWOODDOOR
PANELDETAIL TBD
DOORFINISH TBD
10"
MIN
.
A
D
A
RE: PLANSFOR SWINGORIENTATION
TEMPEREDGLAZING
SCALE:DOOR TYPE K1/2" = 1'-0" KA8.2
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
10"
MIN
.
A
D
A
RE: PLANSFOR SWINGORIENTATION2 3/4"2 3/4"
EXTERIOR SWING - GLAZED - CENTER MULLION
ALUMINUMCLAD WOODDOOR
CENTERMULLION
TEMPEREDINSULATEDGLAZING
TEMPEREDINSULATEDGLAZING
SCALE:DOOR TYPE L1/2" = 1'-0"
EXTERIOR - OVERHEADECTIONAL GARAGE DOOR
RE: SCHEDULE
SCALE:DOOR TYPE M1/2" = 1'-0" MA8.2
EXTERIOR - SLIDING GLAZED DOORS
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
TEMPEREDINSULATEDGLAZING
TEMPEREDINSULATEDGLAZING
TEMPEREDINSULATEDGLAZING
FIXED PANEL
EQ EQ EQ
BY M
F
R
-
V
E
R
I
F
Y
CL
CL CL
SCALE:DOOR TYPE N1/2" = 1'-0" NA8.2
INTERIOR POCKET - SOLID
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0"
VER
I
F
Y
2 3/4"
SOLID COREWOODDOOR
PANELDETAIL TBD
RE: PLANS FORPOCKETORIENTATION
DOORFINISH TBD
10"
MIN.
A
D
A
VERIFYBACKSET W/POCKETDOORHARDWARE
GC TO COORDINATE LEAFEXTENSION ON POCKET SIDE
METAL CLADDING OVERINSULATED CORE, RE:ELEVATIONS AND DETAILS
DOOR HARDWARE GROUPS:
GROUP: AFUNCTION:EXTERIOR SWING LOCKSETHANDLE:TBDDEADBOLT:TBDFINISH:TBD
GROUP: BFUNCTION: INTERIOR SWING LOCKSETHANDLE: TBDDEADBOLT:TBDFINISH: TBD
GROUP: CFUNCTION:INTERIOR SWING PASSAGEHANDLE:TBDFINISH:TBD
GROUP: DFUNCTION:INTERIOR POCKET LOCKSETHANDLE:TBDFINISH: TBD
GROUP: EFUNCTION: INTERIOR POCKET PASSAGEHANDLE:TBDFINISH: TBD
GROUP: GFUNCTION:INTERIOR SWING PRIVACYHANDLE:TBDFINISH:TBD
GROUP: HFUNCTION: ELEVATOR SWING INTERLOCKHANDLE: TBDFINISH: TBD
GROUP: IFUNCTION:INTERIOR SWING FRAMELESSHANDLE:TBDFINISH:TBD
GROUP: JFUNCTION:EXTERIOR SWING SELF-RELEASING*HANDLE:TBDFINISH:TBD(1)EGRESS SIDE SHALL BE SELF RELEASING, OPPOSITE SIDESHALL BE LOCKABLE - COMPLIANT W/ IBC 1010.1.9.11 EX. 1(2)EGRESS SIDE SHALL BE SELF RELEASING, OPPOSITE SIDESHALL BE LOCKABLE, PROVIDE ELECTRONIC CONTROLLEDLATCH RELEASE - COMPLIANT W/ IBC 1010.1.9.11 EX. 3
GROUP: HFUNCTION:INTERIOR SWING JIBHANDLE:TBDFINISH:TBD COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A8-1.dwg
MTN FORGE
RENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS08.28.201880% PRICING02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
DOORSCHEDULE
AS NOTED
A8.2
Doors 1/010, 3/104, and 1/217 areshown to have hardware group Dwhich refers to an interior pocketlockset. These are swinging doorswhich serve an exit stair enclosure.Locking prohibited unless you candemonstrate compliance with one ofthe exceptions of 2015 IBC1010.1.9.11.
SCALE:
DOOR TYPE A
1/2" = 1'-0"
A
A8.2 SCALE:
DOOR TYPE B
1/2" = 1'-0"
B
A8.2 SCALE:
DOOR TYPE C
1/2" = 1'-0"
C
A8.2 SCALE:
DOOR TYPE D
1/2" = 1'-0"
D
A8.2
SCALE:
DOOR TYPE E
1/2" = 1'-0"
E
A8.2 SCALE:
DOOR TYPE F
1/2" = 1'-0"
F
A8.2
EXTERIOR SWING - GLAZED
10
MIN
.
A
INTERIOR SWING - SOLID INTERIOR SWING - SOLID (AHU)
RE: SCHEDULE
RE
:
S
C
H
E
D
U
L
E
3'-
0
"
VER
I
F
Y
2 3/4"
SOLID CORE
WOODDOOR
FLUSHPANEL
BYPASSDOORS
PAINTEDFINISH
2 3/4"
TOP TRACK
FLOOR MOUNTGUIDES, TYP.
INTERIOR SWING - SOLID - RATED
INTERIOR DOUBLE SWING - SOLID
RE: SCHEDULE
RE
:
S
C
H
E
D
U
L
E
3'-
0
"
VER
I
F
Y
2 3/4"
SOLID CORE
WOODDOOR
PANELDETAIL TBD
RE: PLANSFOR SWINGORIENTATION
DOORFINISH TBD
2 3/4"
10
MIN
.
A
10
MIN
.
A
10
"
MIN
.
A
D
A
INTERIOR BYPASS - SOLID (AHU)
SCALE:
DOOR TYPE G
1/2" = 1'-0"
G
A8.2
BUILDING ENTRY DOOR - EXTERIOR SWING - GLAZED
RE: SCHEDULE
RE
:
S
C
H
E
D
U
L
E
TEMPEREDINSULATEDGLAZING
5 1/2"5 1/2"
10
"
MIN
.
A
D
A
ALUMINUMCLAD WOODDOOR
3'-
0
"
VER
I
F
Y
2 3/4"
RE: PLANS
FOR SWINGORIENTATION
SCALE:
DOOR TYPE H
1/2" = 1'-0"
H
A8.2
EXTERIOR SWING - FLUSH PANEL - RATED
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
PAINTED
STEEL FLUSH
DOOR
3'-0
"
VE
R
I
F
Y
2 3/4"
RE: PLANSFOR SWINGORIENTATION
SCALE:
DOOR TYPE J
1/2" = 1'-0"
J
A8.2
INTERIOR SWING - GLAZED
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VE
R
I
F
Y
2 3/4"
SOLID COREWOODDOOR
PANELDETAIL TBD
DOOR
FINISH TBD
10"
MIN
.
A
D
A
RE: PLANS
FOR SWING
ORIENTATION
TEMPERED
GLAZING
SCALE:
DOOR TYPE K
1/2" = 1'-0"
K
A8.2
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
3'-0
"
VE
R
I
F
Y
10"
MIN
.
A
D
A
RE: PLANS
FOR SWING
ORIENTATION2 3/4"2 3/4"
EXTERIOR SWING - GLAZED - CENTER MULLION
ALUMINUM
CLAD WOOD
DOOR
CENTERMULLION
TEMPEREDINSULATEDGLAZING
TEMPEREDINSULATEDGLAZING
SCALE:
DOOR TYPE L
1/2" = 1'-0"
L
A8.2
EXTERIOR - OVERHEADSECTIONAL GARAGE DOOR
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
SCALE:
DOOR TYPE M
1/2" = 1'-0"
M
A8.2
EXTERIOR - SLIDING GLAZED DOORS
RE: SCHEDULE
RE:
S
C
H
E
D
U
L
E
TEMPEREDINSULATED
GLAZING
TEMPEREDINSULATED
GLAZING
TEMPEREDINSULATED
GLAZING
FIXED PANEL
EQ EQ EQ
BY
M
F
R
-
V
E
R
I
F
Y
CLCL
CL CL
SCALE:
DOOR TYPE N
1/2" = 1'-0"
N
A8.2
INTERIOR POCKET - SOLID
RE: SCHEDULE
RE
:
S
C
H
E
D
U
L
E
3'-0
"
VER
I
F
Y
2 3/4"
SOLID CORE
WOODDOOR
PANELDETAIL TBD
RE: PLANS FORPOCKETORIENTATION
DOORFINISH TBD
10
"
MIN
.
A
D
A
VERIFYBACKSET W/POCKETDOORHARDWARE
GC TO COORDINATE LEAFEXTENSION ON POCKET SIDE
METAL CLADDING OVERINSULATED CORE, RE:ELEVATIONS AND DETAILS
DOOR HARDWARE GROUPS:
GROUP: A
FUNCTION:EXTERIOR SWING LOCKSETHANDLE:TBDDEADBOLT:TBDFINISH:TBD
GROUP: B
FUNCTION: INTERIOR SWING LOCKSETHANDLE: TBDDEADBOLT:TBDFINISH: TBD
GROUP: CFUNCTION:INTERIOR SWING PASSAGEHANDLE:TBDFINISH:TBD
GROUP: DFUNCTION:INTERIOR POCKET LOCKSETHANDLE:TBDFINISH: TBD
GROUP: E
FUNCTION: INTERIOR POCKET PASSAGEHANDLE:TBDFINISH: TBD
GROUP: G
FUNCTION:INTERIOR SWING PRIVACYHANDLE:TBDFINISH:TBD
GROUP: HFUNCTION: ELEVATOR SWING INTERLOC
HANDLE: TBDFINISH: TBD
GROUP: IFUNCTION:INTERIOR SWING FRAMELESS
HANDLE:TBDFINISH:TBD
GROUP: JFUNCTION:EXTERIOR SWING SELF-RELE HANDLE:TBD
FINISH:TBD(1)EGRESS SIDE SHALL BE SELF RELE SHALL BE LOCKABLE - COMPLIANT (2)EGRESS SIDE SHALL BE SELF RELE SHALL BE LOCKABLE, PROVIDE ELE
LATCH RELEASE - COMPLIANT W/ IB
GROUP: HFUNCTION:INTERIOR SWING JIBHANDLE:TBD
FINISH:TBD
Door 1/213 serves an
employee work area per yourresponse and therefore mustprovide 32" clear measuredfrom the face of the door leafopened at 90 degrees to the
face of the doorstop. A 2'-10"
(34") door will typically only
provide 31 3/4" of clearance.
Revise door schedule todemonstrate compliance.(2015 IBC 1010.1.1)
Page: A8.2 DOOR SCHEDULE
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Just to be clear, this is the roof
deck door and the egress side is
from the roof, so it may not be
locked from the outside. Also,
specify hardware that will unlock
without unlatching and specify
the location of the signal to
unlock (fire access command
panel in the entry). 2015 IBC
1010.1.9.11 ex 3.
Page: A8.2 DOOR SCHEDULE
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Door 1/215 requires a 20 minute
fire rating due to being in a 1/2
hour rated corridor. 2015 IBC
1020.1.
Page: A8.4 LIGHTING SCHEDULE
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
I have not received cutsheets for
the light fixtures; please provide.
The cutsheets should
have the maximum wattage
highlighted (and this should
match the comcheck) and listing
by a nationally
recognized testing lab
highlighted.
Page: A9.1 PROPOSED INTERIOR ELEVATIONS
File Name: 230 E.
Hopkins_Drawings_Architecture_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Show and dimension a 30"x48"
clear space clear of the door
swing. ICC A117.1-2009 section
603.2.2 exception 2.
Page: [7] C5.1 Detailed Grading Plan
File Name: 230 E. Hopkins_Drawings_Civil_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Verify that the slope and cross
slope at this portion of the
means of egress to the public
way comply with 2015 IBC ch
10.
230 E. Hopkins_Drawings_Civil_2019-04-18.pdf (1)
SOLID CORE
WOOD
DOOR
PANEL
DETAIL TBD
RE: PLANS FOR
POCKETORIENTATION
DOOR
FINISH TBD
VERIFYBACKSET W/
POCKET
DOORHARDWARE
GC TO COORDINATE LEAF
EXTENSION ON POCKET SIDE
DOOR HARDWARE GROUPS:
GROUP: A
FUNCTION:EXTERIOR SWING LOCKSET
HANDLE:TBD
DEADBOLT:TBD
FINISH:TBD
GROUP: B
FUNCTION: INTERIOR SWING LOCKSETHANDLE: TBD
DEADBOLT:TBDFINISH: TBD
GROUP: CFUNCTION:INTERIOR SWING PASSAGE
HANDLE:TBD
FINISH:TBD
GROUP: DFUNCTION:INTERIOR POCKET LOCKSET
HANDLE:TBD
FINISH: TBD
GROUP: EFUNCTION: INTERIOR POCKET PASSAGE
HANDLE:TBD
FINISH: TBD
GROUP: G
FUNCTION:INTERIOR SWING PRIVACY
HANDLE:TBDFINISH:TBD
GROUP: H
FUNCTION: ELEVATOR SWING INTERLOCK
HANDLE: TBDFINISH: TBD
GROUP: I
FUNCTION:INTERIOR SWING FRAMELESS
HANDLE:TBDFINISH:TBD
GROUP: JFUNCTION:EXTERIOR SWING SELF-RELEASING*
HANDLE:TBD
FINISH:TBD
(1)EGRESS SIDE SHALL BE SELF RELEASING, OPPOSITE SIDE
SHALL BE LOCKABLE - COMPLIANT W/ IBC 1010.1.9.11 EX. 1(2)EGRESS SIDE SHALL BE SELF RELEASING, OPPOSITE SIDE
SHALL BE LOCKABLE, PROVIDE ELECTRONIC CONTROLLEDLATCH RELEASE - COMPLIANT W/ IBC 1010.1.9.11 EX. 3
GROUP: HFUNCTION:INTERIOR SWING JIB
HANDLE:TBD
FINISH:TBD COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A8-1.dwg
MTN FORGE
RENOVATION
AND ADDITION
230-234 E. HOPKINS AVENUE
ASPEN, CO 81611
21718
DOOR
SCHEDULE
AS NOTED
A8.2Just to be clear, this is the roof deck door
and the egress side is from the roof, so it
may not be locked from the outside. Also,
specify hardware that will unlock without
unlatching and specify the location of the
signal to unlock (fire access command panel
in the entry). 2015 IBC 1010.1.9.11 ex 3.
D
FOR SWING
ORIENTATION
10
"
MI
N
.
A
D
A
SCALE:
DOOR TYPE G
1/2" = 1'-0"
G
A8.2
BUILDING ENTRY DOOR - EXTERIOR SWING - GLAZED
RE
:
S
C
H
E
GLAZING
10
"
MI
N
.
A
D
A
3'-
0
"
VE
R
I
F
Y
2 3/4"ORIENTATION
SCALE:
DOOR TYPE K
1/2" = 1'-0"
RE: SCHEDULE
3'-
0
"
VE
R
I
F
Y
10
"
MI
N
.
A
D
A
RE: PLANS
FOR SWING
ORIENTATION
2 3/4"2 3/4"
XTERIOR SWING - GLAZED - CENTER MULLION
ALUMINUM
CLAD WOOD
DOOR
CENTER
MULLION
TEMPERED
INSULATED
GLAZING
TEMPERED
INSULATED
GLAZING
Door 1/215 requires a
20 minute fire rating
due to being in a 1/2
hour rated corridor.
2015 IBC 1020.1.
File
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I have not received cutsheets for the light fixtures; please provide. The cutsheets should have the maximum wattage highlighted (and this should match the comcheck) and listing by a nationally
recognized testing lab highlighted.
SCALE:
RESTROOM 012
1/2" = 1'-0"
5
A9.1
SCALE:RESTROOM 0141/2" = 1'-0" 3A9.1 SCALE:RESTROOM 0141/2" = 1'-0" 4A9.1
1'-0"2'-0"
1'-6"
2'-10
"
3'-4"
2'-10
"
3'-6"
3'-4"4'-6"
1'-6"1'-0"
2'-8 1/4"
MATERIALPRODUCTTRADENAMEMODELNUMBER
MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL
1'-10"5'-0"
4'-4
"
2'-10
"
6"
SCALE:
RESTROOM 012
1/2" = 1'-0"
6
A9.1 SCALE:
RESTROOM 012
1/2" = 1'-0"
7
A9.1
SCALE:KEY PLAN1/2" = 1'-0"AA9.1
1
234A9.1
Ø5'-
0
"
SCALE:KEY PLAN1/2" = 1'-0" BA9.1
GFCI
2'-3"
KNEE AND TOE CLEARANCE INCOMPLIANCE WITH ANSI 117.1-2009SECTION 306
7"6"
3'-4"
9" M
I
N
.
6" MAX.
MATERIALPRODUCTTRADENAMEMODELNUMBER
8" MIN.
1'-5" MIN.
2'-3"
M
I
N
.
ANSI COMPLIANT SINKAND FAUCET
36" ANSI COMPLIANTHORIZONTAL GRAB BAR
18" ANSI COMPLIANTVERTICAL GRAB BAR42" ANSI COMPLIANTHORIZONTAL GRAB BARANSI COMPLIANT TOILET HATCHED AREA INDICATES ANSICOMPLIANT REASON FORPROTRUDING DISPENSER BELOWGRAB BAR
RESTROOM014
5'-0"
4'-8"
2'-6"
4'-0"
PT1 PT1
PT1
PT1
B1
T6
1'-11
"
4"
7"
EQ.EQ.
SS2
MW2TRASH
T6
2'-0"2'-6"
P3
SCALE:
RESTROOM 014
1/2" = 1'-0"
1
A9.1 SCALE:
RESTROOM 014
1/2" = 1'-0"
2
A9.1
SCALE:RESTROOM 0121/2" = 1'-0" 8A9.1
MW2TRASH
MATERIALPRODUCTTRADENAMEMODELNUMBER
MODELNUMBERTRADENAMEPRODUCTMATERIAL
T6
P3
PT1
SS2
4'-2 1/4"
SCALE:RESTROOM 1061/2" = 1'-0" 9A9.1 SCALE:KEY PLAN1/2" = 1'-0"CA9.1
1231112A9.1
1'-0"2'-0"
1'-6"
2'-10
"
SCALE:
RESTROOM 106
1/2" = 1'-0"
10
A9.1
3'-4"
2'-10
"3'-4"4'-6"
1'-6"1'-0"
2'-9"
SCALE:
RESTROOM 106
1/2" = 1'-0"
11
A9.1 SCALE:RESTROOM 1061/2" = 1'-0" 12A9.1
Ø5'-0"
MODELNUMBERTRADENAMEPRODUCTMATERIAL
KNEE AND TOE CLEARANCE INCOMPLIANCE WITH ANSI 117.1 1'-10"
6"
MATERIALPRODUCTTRADENAMEMODELNUMBER
MODELNUMBERTRADENAMEPRODUCTMATERIAL
5'-0"
4'-0"
2'-10
"
6"
DOOR CLEARANCE PER ANSI117.1 SECTION 404.2.3.2 (B)
RESTROOM106
1'-0"3'-0"
36" ANSI COMPLIANTHORIZONTALGRAB BAR
ANSI COMPLIANT TOILET
18" ANSI COMPLIANTVERTICAL GRAB BAR42" ANSI COMPLIANTHORIZONTAL GRAB BARHATCHED AREA INDICATES ANSICOMPLIANT REASON FORPROTRUDING DISPENSER BELOWGRAB BAR
ANSI COMPLIANT SINKAND FAUCET
3'-6"
2'-6"
4'-0"
5'-0"
PT1
PT1
PT1
PT1
SS2
MW2
B1
4'-8"
7
6
5
8A9.1
RESTROOM012
2'-6"
4'-0"
4'-8"
5'-0"
Ø5'-0
"
3'-4"
2'-10
"
3'-6"
3'-4"4'-4"
1'-6"10"
2'-9"
18" ANSI COMPLIANTVERTICAL GRAB BAR42" ANSI COMPLIANTHORIZONTAL GRAB BARHATCHED AREA INDICATES ANSICOMPLIANT REASON FORPROTRUDING DISPENSER BELOWGRAB BAR
PT1
B1
1'-0"2'-0"
1'-6"
2'-10
"
36" ANSI COMPLIANT HORIZONTALGRAB BARANSI COMPLIANT TOILET
PT1
MODELNUMBERTRADENAMEPRODUCTMATERIAL
KNEE AND TOE CLEARANCE INCOMPLIANCE WITH ANSI 117.1-2009SECTION 306
GFCI
2'-3"
7"
6"
1'-10"
6"
4'-4"
2'-10
"
6"
ANSI COMPLIANT SINKAND FAUCET
1'-11"
4"
7"
2'-0"2'-6"
4'-0"
3'-0"
GFCI
4'-0"
5'-0"
TRUENORTHPLANNORTH
TRUENORTHPLANNORTH
TRUENORTHPLANNORTH
A9.1
1/2"=1'-0"
PROPOSEDINTERIORELEVATIONS
File Path
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COPYRIGHT 2019 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGNTHE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBANDESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALLRETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO.
Revision:
Issue:
SHEET TITLE
PROJECT NO:
DWG FILE:
SCALE:
21718_A9-1.dwg
MTN FORGERENOVATION AND ADDITION
230-234 E. HOPKINS AVENUEASPEN, CO 81611
21718
11.16.2017P+Z FINAL HEARING
1830 blake stdenver, co 80202303.308.1373
500 w main staspen, co 81611970.544.9006
rowland+broughtonarchitecture / urban design / interior design
08.02.2018CONSTRUCTION DOCUMENTS
08.28.201880% PRICING02.08.2019CD/PRICING SET
04.18.2019CONSTRUCTION DOCUMENTS
03.08.2019ASI-001
Show and dimensiona 30"x48" clear spaceclear of the doorswing. ICCA117.1-2009 section603.2.2 exception 2.
G E
File P
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Verify that the slopeand cross slope at this
portion of the meansof egress to the public
way comply with 2015IBC ch 10.
Page: [9] 18009 e1-E2.3
File Name: 230 E.
Hopkins_Drawings_Electrical_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Receptacles used to power pool
and spa must be 6' minimum
from the inside walls of the pool
and spa. 2017 NEC
680.22(A)(2). Section 680.8(A)
refers to overhead conductors.
230 E. Hopkins_Drawings_Electrical_2019-04-18.pdf (4)
Page: [9] 18009 e1-E2.3
File Name: 230 E.
Hopkins_Drawings_Electrical_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Receptacles must be 6'
minimum from the inside walls of
the pool. 2017 NEC 680.22(A)(3)
Page: [10] 18009 e1-E3.0
File Name: 230 E.
Hopkins_Drawings_Electrical_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
The updated lighting plans do
not appear to show the occupant
sensor and time switch controls
required by 2015 IECC C405.2.1
and C405.2.2. Revise.
Page: [13] 18009 e1-E3.3
File Name: 230 E.
Hopkins_Drawings_Electrical_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Lumineres within 5' of pools and
spas must comply with 2017
NEC 680.23 (A)(2)
Page: 13
File Name: 230 E.
Hopkins_Drawings_Structural_2019-04-18.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise structure so that the
mechanical room fire barrier
walls are continuous to the floor
sheathing without penetration by
any structure. 2015 IBC 707.5
230 E. Hopkins_Drawings_Structural_2019-04-18.pdf (2)
ELEVATOR
6:12 12:12
12:12 6:12
12
:
1
2
12
:
1
2
DN
MEMBRANE ROOF
MEMBRANE ROOF
ME
M
B
R
A
N
E
R
O
O
F
MODULAR GREEN
ROOF
DN
RD OD
DS
DN
DNDN
RD OD
DN
DN
RD OD
DN
DN
DN
DN RD
OD
WH
y
WHy
DS
DN
RD OD
DN
DN
RIVER ROCK BALLAST
AROUND DRAINS
UP
UP
UP
30"
DN
PL
A
N
T
E
R
BE
N
C
H
PLANTER PLANTER PLANTER
6"
PLANTER PLANTERPLANTER
U/C
REF
U/C
REF
DN
RD OD
DN
DNDN
DN
RD OD
DN
DNDN
RD OD
LEVEL TWO
DECK BELOW
METAL ROOF
METAL ROOF
METAL ROOF
MECHVENT
ROOF BELOW
LEVEL TWO
DECK BELOW
ROOF BELOW
ROOF BELOW
GAS F.P.
FLUE
GA
S
F
I
R
E
P
I
T
ROOF DRAINS
BELOW LEVEL
PAVER DECK, TYP.
WATER FEATUREBASIN
SNOW FENCE
GUTTER
GUTTER
GUTTER
GA
S
F
I
R
E
T
A
B
L
E
SPA
7'x7'
RESISTANCE POOL
7'x19'
MECHANICALVAULT
BELOW
GRILL
"SUN DECK"
8" CONC WALL BELOW - TYP.
@ POOL/SPA PERIMETER
HANDRAIL @ 36"
ABOVE NOSING
5R @ 6"
3R @ 6"
3R @ 6"
GU
A
R
D
@
3
6
"
A
F
F
HO
P
K
I
N
S
A
V
E
N
U
E
EXISTING ADDITION
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
A B FDCE
ROOFDECK
301
OUTDOORKITCHEN
302
STAIR 1
3031/303
EUH
6
WPGFI
LED STRIPAT SHAFT
WP
GFI
WP
GFI
WPGFI
WPGFI
WP
GFI
WPGFI
J
J
J J
J
WP
GFI
AC
AC
AC
AC
PROVIDE WP GFI RECEPTACLES AT EXTERIOR
KITCHEN. AT UNDERCOUNTER RECEPTACLESPROVIDE PLUGGED WP COVER.
WP
GFI
50A2P WP RECEPTACLEFOR SPA. HR VIA GFI.
WP
EUH
6
CU4
CU
5
CU
7
CU8
CU
6
CU2
CU1
CU3
AC1
WP
J
M M M
M
M
M
M
M M
J
AT GUTTERS AND DOWNSPOUTS,PROVIDE (2) RUNS OF HEATTRACE AT GUTTER, ONE AT
BOTTOM OF GUTTER, ONE AT TOPBUILDING SIDE OF GUTTER.ROUTE DOWN DOWNSPOUTS AND
PROVIDE 3' LOOP AT OUTLET.TYPICAL.
F1-2F1-4
F1-6
F1-8
F1-10
F1-12
F1-14,16
F1-18
CU9
CU
10
M
M
F1-17,19
F1-21,23
J
HT
J HT
H-14PARTIAL
H-34,36H-38
H-39,41
PARTIAL
HT
H-39,41
PARTIAL
H-39,41PARTIAL
H-39,41PARTIAL
H-39,41PARTIAL
H-40
J
H-39,41PARTIAL
HT
HT
HT
HT
HT
#4-12,14
#3-6,8
#6-6,8
#7-6,8
#4-6,8
#1-6,8
AHU-24,26
#2-6,8
100A2P WP RECEPTACLEFOR POOL. HR VIA GFI.
F1-18,20
LOCATE PER POOL EQ SHOPS
J
F1-22,2430A2PWATER FEATURE
HT
JHT
JHT
JHT
JHT
JHT
Receptacles used topower pool and spamust be 6' minimumfrom the inside wallsof the pool and spa.2017 NEC680.22(A)(2). Section
680.8(A) refers to
overhead conductors.
ELEVATOR
12:12 6:12
12
:
1
2
12
:
1
2
DN
MEMBRANE ROOF
MEMBRANE ROOF
ME
M
B
R
A
N
E
R
O
O
F
MODULAR GREEN
ROOF
DN
RD OD
DS
DN
DNDN
RD OD
DN
DN
RD OD
DN
DN
DN
DN RD
OD
WH
y
WHy
DS
DN
RD OD
DN
DN
RIVER ROCK BALLAST
AROUND DRAINS
UP
UP
30"
DN
CH
6"
U/C
REF
U/CREF
DN
RD OD
DN
DNDN
RD OD
METAL ROOF
METAL ROOF
MECH
VENT
ROOF BELOW ROOF BELOW
GAS F.P.
FLUE
GA
S
F
I
R
E
P
I
T
ROOF DRAINS
BELOW LEVEL
PAVER DECK, TYP.
WATER FEATURE
BASIN
GA
S
F
I
R
E
T
A
B
L
E
SPA
7'x7'
RESISTANCE POOL
7'x19'
MECHANICALVAULT
BELOW
GRILL
"SUN DECK"
8" CONC WALL BELOW - TYP.
@ POOL/SPA PERIMETER
HANDRAIL @ 36"
ABOVE NOSING
5R @ 6"
3R @ 6"
GU
A
R
D
@
3
6
"
A
F
F
EXISTING ADDITION
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
GFDCE
ROOFDECK
301
OUTDOORKITCHEN
302
STAIR 1
3031/303
EUH
6
WPGFI
LED STRIP
AT SHAFT
WPGFI WPGFI
WPGFI
WPGFI
WPGFI
WPGFI
J
J
WP
GFI
AC
AC
AC
AC
PROVIDE WP GFI RECEPTACLES AT EXTERIOR
KITCHEN. AT UNDERCOUNTER RECEPTACLESPROVIDE PLUGGED WP COVER.
50A2P WP RECEPTACLEFOR SPA. HR VIA GFI.
WP
EUH
6
CU4
CU5
CU7
CU8
CU6
CU
2
CU1
CU
3
AC
1
WP
J
M M M
M
M
M
M
M M
J
AT GUTTERS AND DOWNSPOUTS,
PROVIDE (2) RUNS OF HEAT
TRACE AT GUTTER, ONE ATBOTTOM OF GUTTER, ONE AT TOPBUILDING SIDE OF GUTTER.
ROUTE DOWN DOWNSPOUTS ANDPROVIDE 3' LOOP AT OUTLET.TYPICAL.
F1-2F1-4
F1-6
F1-8
F1-10
F1-12
F1-14,16
F1-18
CU
9
CU
10
M
M
F1-17,19
F1-21,23
J
HT
JHT
H-14PARTIAL
H-34,36H-38
H-39,41PARTIAL
HT
H-39,41
PARTIAL
H-39,41PARTIAL H-39,41PARTIAL
H-40
T
HT
HT
#4-12,14
#3-6,8
#6-6,8
#7-6,8
#4-6,8
#1-6,8
AHU-24,26
#2-6,8
100A2P WP RECEPTACLEFOR POOL. HR VIA GFI.
F1-18,20
LOCATE PER POOL EQ SHOPS
J
F1-22,2430A2PWATER FEATURE
HT
JHT
JHT
JHT
JHT
Receptacles must be
6' minimum from theinside walls of the
pool. 2017 NEC
680.22(A)(3)
7
6
A B C
T1
The updated lighting plans do
not appear to show the
occupant sensor and time
switch controls required by
2015 IECC C405.2.1 and
C405.2.2. Revise.
ELEVATOR
6:12 12:12
12:12 6:12
12:
1
2
12:1
2
DN
MEMBRANE ROOF
MEMBRANE ROOF
MEM
B
R
A
N
E
R
O
O
F
MODULAR GREENROOF
DN
RD OD
DS
DN
DNDN
RD OD
DN
DN
RD OD
DN
DN
DN
DN RD
OD
WHy
WHy
DS
DN
RD OD
DN
DN
RIVER ROCK BALLASTAROUND DRAINS
UP
UP
UP
30"
DN
PLA
N
T
E
R
BEN
C
H
PLANTER PLANTER PLANTER
6"
PLANTER PLANTERPLANTER
U/CREF
U/CREF
DN
RD OD
DN
DNDN
DN
RD OD
DN
DNDN
RD OD
LEVEL TWODECK BELOW
METAL ROOF
METAL ROOF
METAL ROOF
MECHVENT
ROOF BELOW
LEVEL TWODECK BELOW
ROOF BELOW
ROOF BELOW
GAS F.P.FLUE
GAS
F
I
R
E
P
I
T
ROOF DRAINSBELOW LEVELPAVER DECK, TYP.
WATER FEATUREBASIN
SNOW FENCE
GUTTER
GUTTER
GUTTER
GUTTER
GAS
F
I
R
E
T
A
B
L
E
SPA7'x7'
RESISTANCE POOL7'x19'
MECHANICALVAULTBELOW
GRILL
"SUN DECK"
8" CONC WALL BELOW - TYP.@ POOL/SPA PERIMETER
HANDRAIL @ 36"ABOVE NOSING
5R @ 6"
3R @ 6"
3R @ 6"
GU
A
R
D
@
3
6
"
A
F
F
MONARCH STREET
HO
P
K
I
N
S
A
V
E
N
U
E
ALL
E
Y
EXISTING ADDITION
EXISTING ADDITION
EXI
S
T
I
N
G
ADD
I
T
I
O
N
EXI
S
T
I
N
G
ADD
I
T
I
O
N
7
3
5
6
2
1
4
A B GFDCE
B GFDCEA
ROOFDECK301
OUTDOORKITCHEN302
STAIR 13031/303
a
b
CS1
1
SHEET DETAIL NOTES:
PROVIDE MULTI SCENE CONTROLLER LUTRON GRAFIK EYE OR EQUAL.LOCATE DIMMERS INSIDE AT RESIDENCE, PROVIDE EXTERIORWEATHER PROOF DIMMER CONTROLLER. PROVIDE PHOTOCELL INPUTFOR EXTERIOR LIGHT CONTROL. PROVIDE SHOP DRAWINGS FORREVIEW PRIOR TO ROUGHIN.
UP TO NEXT LEVEL
LOCATE BATTERIES FOR THISEXIT AND EGRESS LIGHTWITHIN HEATED SPACE
GENERAL NOTES:
1.REFERENCE PANEL SCHEDULES FOR LIGHTING CIRCUITS.
3RD FLOOR COMMON AREAS120 SF
EX5EX5
R3 R3
R3 R3EX1
EX1
EX5
EGR
EGR
EXIT
EX7
EX7
EX7
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EX7EX7
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Drawn By:Checked By:
DATE:ISSUE:
AEC PROJECT #:
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07-30-18PERMIT01-23-19CONSTRUCTION COORD.01-30-19CONSTRUCTION03-08-19ASI - 001 104-18-19CD'S
51*#'%
TF(.114.+)*6+0)2.#0
5%#.' Ä
'
NORTH
3rd FLOOR LIGHTING PLAN
SCALE: 1/4" = 1'0"
Lumineres within 5' ofpools and spas mustcomply with 2017 NEC680.23 (A)(2)
A
A
1
7
G
G
B
B
C
C
D
D
E
E
F
F
2
3
4
5
6
(E) 5.125x12 GLB (E) 5.125x12 GLB (E) 5.125x12 GLB(E) 5.125x16.5 GLB
13'-4"13'-4"13'-2 5/8"
8"
60'-0"
5'-5 3/8"
15'-0 3/4"
6'-7 1/4"
8'-1 3/8"
17'-11 1/4"
6'-10"
100'-0"
10'-5 1/4"18'-8"5'-8 1/8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
100'-0"
10'-5 1/4"18'-8"5'-8 1/8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
(E) 5.125x12 GLB
(E
)
5
.
1
2
5
x
1
6
.
5
G
L
B
CO
M
P
O
S
I
T
E
S
L
A
B
11
7
/
8
T
J
I
3
6
0
@
1
6
"
O
C
T/SHEATHING99'-6"
5"
C
O
M
P
O
S
I
T
E
D
E
C
K
HSS 4x4x1/4
EBP2
HSS 4x4x 5/16
EBP2
HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4
HS S4x4x1/4
BP4
HSS4x4 x5/16
BP4
1 3/4"x14" LVL@12"OC
(E) 10" TJI@16"OC(E) 10" TJI@16"OC
(E) 10" TJI@16"OC
HS S5x5 x1/4
HS S4x4x1/4
HSS 4x4x 3/8
SLOPE SLAB
3S4.0
1 11
1 1
1S4.0
5S4.0
RE: ARCH
6S4.0
W21x44BP6
W21x44
BP6MO
M
E
N
T
F
R
A
M
E
1S4.2
(2
)
1
3
/
4
"
x
9
1
/
2
"
L
V
L
(2)1 3/4"x9 1/2" LVL
T/WALL98'-10"
T/WALL98'-10"
T/WALL100'-0"
T/WALL
100'-0"
T/LEDGE98'-10"
A2 A2
7S4.0
T/CONC
100'-0"
0'-6"
T/SHEATHING
100'-0"
1
3 1/2"
HSS4x4x5/16BP4
T/SHEATHING100'-0"
EXISTING
A2
A2 A2
A2
8S4.0
T/SLAB100'-0"
#5
@
9
"
O
C
#5@9"OC
8" CONC SLAB
A
10
'
-9"
HD1
HD1
1S4.1
(2)1 3/4"x11 7/8" LVL
A2
2S4.1
LEDGE
2 1/2"
1
W8D
(2)1 3/4"x11 7/8" LVL
T/WALL
100'-0"
(2
)
1
3
/
4
"
x
1
1
7
/
8
"
L
V
L
T/WALL102'-5 1/4"
8S4.1
6"
(4)2x6 DFL No2
9S4.2
3"
HSS 4x4x1/4
2
HSS4x4x5/16EBP2
T/SLAB
99'-3"T/SLAB
99'-9"
10S4.2
10S4.2
A 18'-0"HD1 HD1
12S4.2
BOTTOM
BO
T
T
O
M
6"
14S4.2
9S4.0
15S4.2 15S4.2
2S4.3
3S4.3
4S4.3
8S4.3 9S4.3
T/SLAB
95'-5"
HSS4x4x1/4
EBP2
(2)1 3/4"x14" LVL
(2)1 3/4"x14" LVL
3
(E) W10x22 99'-9 3/4"(E) W10x22 99'-9 3/4"?(E) W10x22 99'-9 3/4"
10K W12x19
99'-11 1/4"
10K 6K W12x19
99'-11 1/4"
8K38K
W12
x
4
5
99'-11 1/4"
12K
19K
W12
x
3
5
99'-11 1/4"
8K
(E
)
W
1
2
x
2
6
99'-11 1/4"
15KW14x2699'-11 1/4"24K
12KW12x35
98'-10"
14K
9KW12x19
98'-10"
8K
5K
W10
x
2
2
99'-6 3/4"
5K
15K
W10
x
2
2
99'-3"
15K
6K
W10
x
2
2
99'-3"
6K
16K
W1
6
x
3
1
99'-9 3/4"
20K
HSS4x4x1/4 102'-7 3/4"HSS4x4x1/4 102'-7 3/4"HSS4x4x1/4102'-7 3/4"
(E)Pip e3XXS
(E)Pipe3X XS
4'-3 1/4"
5S4.0
(2)1 3/4"x11 7/8" LVL
7S4.3
3 3/4"
6 1/4"
2 1/4"
4'-8 1/8"
2 3/4"
1'-10 1/4"
T/CONC99'-9 3/4"
11S4.312S4.3
11'-10 1/4"13'-0 3/4"
6 1/4"
4
10S4.3
10S4.3
4
14
T
J
I
2
1
0
@
1
6
"
O
C
13S4.3
(2)
1
3
/
4
"
x
1
4
"
L
V
L
14 TJI 210@16"OC
9'-5"
8'-9"
3 1/2"
HSS 4x4x 3/8
T/CMU99'-9 3/4"
H2
H1
H2
H2
H3
H3
H4
H10
H10
H10
H12
H12H10
H10
6"9 1
/
2
"
T
J
I
2
1
0
@
1
6
"
O
C
T/CONC
99'-3 3/4"
H4 H4
T/CONC
99'-9 3/4"
6"
T/CONC99'-3 3/4"
(2
)
1
3
/
4
"
x
1
4
"
L
V
L
T/SHEATHING
99'-6"
1
1
(2)1 3/4"x14" LVL
5
H13
H13
6K W12x22 6K
1 3/4"x11 7/8" LVL@16"OC
H9
H9
H9
1 3/4"x11 7/8" LVL@16"OC
(2
)
1
3
/
4
"
x
1
6
"
L
V
L
(2)1 3/4"x16" LVL
(E) 12" TJI/35@12"OC
1 3/4"x9 1/2" LVL@16"OC
H13
1
1. TYPICAL NEW FLOOR IS ARCHITECTURAL FINISHES OVER 3/4" T&G OSB/PLYWOOD FLOOR SHEATHING OVER WOOD FRAMING. TYPICAL FLOOR SHEATHING ATTACHMENT IS GLUE AND NAIL WITH 8d@6"OCOC AT EDGES AND @12"OC IN FIELD, UNO2. GARAGE FLOOR IS A 3" TOPPING SLAB W/ #3@9"OC EA WAY, OVER TAPERED COMPOSITE SLAB CONSTRUCTION, VARIABLE THICKNESS CONCRETE OVER 3"x16 GA COMPOSITE GALVANIZED DECK, REINFORCED W/ WWF6x6x2.1x2.1, UNO. 3. TYPICAL EXTERIOR WALL IS 1/2" OSB/PLYWOOD WALL SHEATHING ON 2x6 DFL STUD@16"OC, UNO. ATTACH WALL
MAIN LEVEL PLAN NOTES:
Golden ● Loveland ● Roaring Fork ● Buffalo, WY
KL A, Inc.&Structural Engineers and Builders215 North 12th Street, Unit ECarbondale, Colorado 81623P: (970) 927 5174
rowland+broughton
architecture / urban design / interior design
234 e hopkins ave.aspen, co 81611970.544.9006 o970.544.3473 f
1830 blake st, ste 200denver, co 80202303.308.1373 o303.308.1375 f
Consultants:
Issue:
PROJECT NO:
11 MAY 2018DESIGN DEVELOPMENT
Revision:
2 AUGUST 2018
CONSTRUCTION
5 FEBRUARY 2019
CONSTRUCTION
18 APRIL 2019
CONSTRUCTION DOCUMENTS
B0551.000
MOUNTAIN FORGE
RENOVATION AND
ADDITION
230-234 E. HOPKINS AVENUE
ASPEN, CO 81611
KEYED NOTES PLAN
# DESCRIPTION
1 (E) COL TO BE REPLACED W/ STEEL HSS COLUMN2 ADDITIONAL FOOTING MAY BE REQUIRED DEPENDING ON SIZE OF(E) FOOTING
3 6" FULLY GROUTED CMU REINF W/ #4 @ 32" OC VERT & #4 @32" OC HORIZ
4 STEEL PLANTER BOX
5 1¾x9½" LVL @ 16" OC
3/16" = 1'-0"1 LEVEL ONE FLOOR FRAMING PLAN N
TYP
1 08 MARCH 19ASI-001
04/15/2019
Revise structure sothat the mechanicalroom fire barrier wallsare continuous to thefloor sheathing withoutpenetration by anystructure. 2015 IBC707.5
Page: 14
File Name: 230 E.
Hopkins_Drawings_Structural_2019-04-18.pdf
Subject: Group
Author: nickt
Color:
Provide a structural section and
an architectural section at this
location to demonstrate that the
fire barriers for the exit enclosure
are continuous to the underside
of floor sheathing above without
structural interruption. 2015 IBC
707
Page: 1
File Name: 230 E. Hopkins_RREMP_2019-04-16.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise so that A1.2 and the
REMP worksheet show the
same thing.
230 E. Hopkins_RREMP_2019-04-16.pdf (3)
Page: 1
File Name: 230 E. Hopkins_RREMP_2019-04-16.pdf
Subject: PlanCheck
Author: nickt
Color:
The latest spec submitted shows
a CEC listed Flash hot tub which
is exempt from REMP. Put the
square footage in the New
(exempt) row.
Page: 1
File Name: 230 E. Hopkins_RREMP_2019-04-16.pdf
Subject: PlanCheck
Author: nickt
Color:
Fill out all of section 1 of the
REMP worksheet.
Page: 1
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a lighting schedule and
cutsheets for each fixture. The
cutsheets should have the
maximum wattage highlighted
(and this should match the
comcheck) and the listing by a
nationally recognized testing lab
highlighted.
COMCHECK.pdf (7)
7
GBCDEF
3
4
5
6
60'-0"
5'-5 3/8"
15'-0 3/4"
6'-7 1/4"
8'-1 3/8"
/4"
100'-0"
18'-8"5'-8 1/8"26'-4 3/4"14'-8 1/2"24'-1 3/8"
x3
1
(E) 5.125x12 GLB(E) 5.125x12 GLB(E) 5.125x12 GLB(E) 8.75x18 GLB
T/SHEATHING
111'-1 3/8"
"x1
4
"
L
V
L
14
"
T
J
I
3
6
0
@
1
6
"
O
C
(2
)
1
3
/
4
"
x
1
4
"
L
V
L
H SS 4x4 x1/4
9 1/2 TJI 210@16"OC
(E) 2x6@16"OC
(E) 2x6@16"OC
(E) 10" TJI@16"OC
9 1/2 TJI 210@16"OC
(E) 10" TJI/35@16"OC
H SS 4x4 x5 /1 6
HS S 4x 4x 1/4
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(2)1 3/4"x9 1/2" LVL
(2
)
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111'-1 3/8"
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1 3/4"x9 1/2" LVL@16"OC
AT FIREPLACE
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110'-11 7/8"
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111'-0 5/8"
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6K
6K W8x15
110'-5 7/8"
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110'-5 7/8"
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AS
Provide a structuralsection and anarchitectural section atthis location todemonstrate that thefire barriers for the exitenclosure arecontinuous to theunderside of floorsheathing abovewithout structural
interruption. 2015 IBC
707
CONTACT INFORMATION :
Owner:
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
Owner's Representative :
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
`
A.RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
Sheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool Spa
Existing
To be Demoed
Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
New (non-exempt)1031.00 sqft 135.00 sqft 49.00 sqft
New (exempt)
Total New 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqft
Total on site 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqft
Total Snowmelt on site
Boiler Efficiency 98.0%100%98.0% 98.0%
Mitigation Payment 18,734.69$ 8,800.00$
Total Payment for Mitigation:63,304.08$
B.ON-SITE RENEWABLE CREDITS
Supplemental System REMP Credit
Use PV Worksheet Photovoltaic System -$
Use Thermal Worksheet Hot Water Panels -$
Use GSHP Cert Ground Source Heat Pump -$
Other Approved System -$
Total Mitigation Credits:-$
Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 9.22
or How many square feet of SHW (solar hot water) would I need? 281.79
R-REMP Payment:63,304.08$
Amount Previously Paid on This Permit:
63,304.08$
Refund (includes minus $750): -$
C. PREPARED BY:Date: 4/16/2019
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
dana@rowlandbroughton.com
970-748-8520 ,
TOTAL R-REMP PAYMENT:
Dana Ellis
1031.00 sqft
David Denio, PE
A1.2, M-122, M-123, M-602
970-544-9006
$35,769.39
Yes (enter sqft below on the exempt row)No
Revise so that A1.2
and the REMP
worksheet show the
same thing.
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :
Owner:Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
Owner's Representative :
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:`
A.RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
Sheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExistingTo be DemoedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
New (non-exempt)1031.00 sqft 135.00 sqft 49.00 sqftNew (exempt)Total New 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqftTotal on site 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqft
Total Snowmelt on siteBoiler Efficiency 98.0%100%98.0% 98.0%Mitigation Payment 18,734.69$ 8,800.00$ Total Payment for Mitigation:63,304.08$ B.ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System -$
Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits:-$
Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 9.22
or How many square feet of SHW (solar hot water) would I need? 281.79
R-REMP Payment:63,304.08$
Amount Previously Paid on This Permit:63,304.08$
Refund (includes minus $750): -$
C. PREPARED BY:Date: 4/16/2019
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
CITY OF ASPEN VERSION 11.3 UPDATED DECEMBER 13, 2017
dana@rowlandbroughton.com
970-748-8520 ,
TOTAL R-REMP PAYMENT:
Dana Ellis
1031.00 sqft
David Denio, PE
A1.2, M-122, M-123, M-602
970-544-9006
$35,769.39
Yes (enter sqft below on the exempt row)No
The latest spec
submitted shows a
CEC listed Flash hottub which is exempt
from REMP. Put the
square footage in the
New (exempt) row.
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :Owner:Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
Owner's Representative :
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:`
A.RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExistingTo be DemoedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew (non-exempt)1031.00 sqft 135.00 sqft 49.00 sqftNew (exempt)Total New 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqftTotal on site 1031.00 sqft 0.00 sqft 135.00 sqft 49.00 sqftTotal Snowmelt on siteBoiler Efficiency 98.0%100%98.0% 98.0%Mitigation Payment 18,734.69$ 8,800.00$ Total Payment for Mitigation:63,304.08$ B.ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System -$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits:-$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 9.22
or How many square feet of SHW (solar hot water) would I need? 281.79
R-REMP Payment:63,304.08$ Amount Previously Paid on This Permit:63,304.08$ Refund (includes minus $750): -$
C. PREPARED BY:Date: 4/16/2019
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
CITY OF ASPEN VERSION 11.3 UPDATED DECEMBER 13, 2017
dana@rowlandbroughton.com
970-748-8520 ,
TOTAL R-REMP PAYMENT:
Dana Ellis
1031.00 sqft
David Denio, PE
A1.2, M-122, M-123, M-602
970-544-9006
$35,769.39
Yes (enter sqft below on the exempt row)No
Fill out all of section 1
of the REMP
worksheet.
1-COMMON AREAS (Common Space Types:Corridor/Transition <8 ft wide)2060 0.66 1360
1360Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
COMMON AREAS ( Common Space Types:Corridor/Transition <8 ft wide 2060 sq.ft.)
LED 1: R3 & R4: DOWNLIGHT: Other:1 53 13 689
LED 2: P2: PENDENT AT BATHROOM: Other:1 2 13 26
LED 3: P3: PENDENT AT BATHROOM: Other:1 2 15 30
LED 4: F2: LED STRIP AT UTILITY: Other:1 5 32 160
905Total Proposed Watts =
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting
systems have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.0 and to comply with
any applicable mandatory requirements listed in the Inspection Checklist.
Name - Title Signature Date
Interior Lighting PASSES
Project Title:
Data filename:
MOUNTAIN FORGE REMODEL
P:\Current Projects\18009.00 - Mountain Forge Building Renovation &
Addition\Calculations\COMcheck\MOUNTAIN FORGE LTG COMCHECK.cck
07/30/18Report date:
71 ofPage
STANTON HUMPHRIES, PE 7/30/18
Provide a lighting schedule
and cutsheets for each fixture.
The cutsheets should have
the maximum wattage
highlighted (and this should
match the comcheck) and the
listing by a nationally
recognized testing lab
highlighted.
Page: 1
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
I have not received a new
comcheck so am including my
old comments from the last
round.
Page: 1
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
Include the S2 and S6 fixtures
from the common restrooms.
Page: 1
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a lighting comcheck for
the commercial units.
Page: 1
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
I count 51 R3 and R4 fixtures in
the common areas. Revise
comcheck.
Page: 2
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
I count 11 EX3 fixtures. Revise
comcheck.
COMcheck Software Version 4.0.8.0
Interior Lighting Compliance Certificate
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Construction Site:200-234 E. HOPKINSASPEN, CO 81611
Owner/Agent:Designer/Contractor:Stanton HumphriesAECAvon, CO970-748-8520stan@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-COMMON AREAS (Common Space Types:Corridor/Transition <8 ft wide)2060 0.66 1360
1360Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
COMMON AREAS ( Common Space Types:Corridor/Transition <8 ft wide 2060 sq.ft.)
LED 1: R3 & R4: DOWNLIGHT: Other:1 53 13 689
LED 2: P2: PENDENT AT BATHROOM: Other:1 2 13 26
LED 3: P3: PENDENT AT BATHROOM: Other:1 2 15 30
LED 4: F2: LED STRIP AT UTILITY: Other:1 5 32 160
905Total Proposed Watts =
Interior Lighting Compliance Statement
Interior Lighting PASSES
I have not received a new comcheck so am including my
old comments from the last round.
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Construction Site:
200-234 E. HOPKINS
ASPEN, CO 81611
Owner/Agent:Designer/Contractor:
Stanton Humphries
AECAvon, CO970-748-8520
stan@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-COMMON AREAS (Common Space Types:Corridor/Transition <8 ft wide)2060 0.66 1360
1360Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
COMMON AREAS ( Common Space Types:Corridor/Transition <8 ft wide 2060 sq.ft.)
LED 1: R3 & R4: DOWNLIGHT: Other:1 53 13 689
LED 2: P2: PENDENT AT BATHROOM: Other:1 2 13 26
LED 3: P3: PENDENT AT BATHROOM: Other:1 2 15 30
LED 4: F2: LED STRIP AT UTILITY: Other:1 5 32 160
905Total Proposed Watts =
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application. The proposed interior lightingsystems have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.0 and to comply withany applicable mandatory requirements listed in the Inspection Checklist.
Name - Title Signature Date
Interior Lighting PASSES
Project Title:
Data filename:
MOUNTAIN FORGE REMODEL
P:\Current Projects\18009.00 - Mountain Forge Building Renovation &Addition\Calculations\COMcheck\MOUNTAIN FORGE LTG COMCHECK.cck
07/30/18Report date:
71 ofPage
STANTON HUMPHRIES, PE 7/30/18
Include the S2
and S6 fixtures
from the
common
restrooms.
heck Software Version 4.0.8.0
ior Lighting Compliance Certificate
90.1 (2013) Standard
Alteration
Owner/Agent:Designer/Contractor:
Stanton Humphries
AEC
Avon, CO
970-748-8520
stan@aec-vail.com
MOUNTAIN FORGE REMODEL
Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
pace Types:Corridor/Transition <8 ft wide)2060 0.66 1360
Provide a lighting
comcheck for the
commercial units.
COMcheck Software Version 4.0.8.0
Interior Lighting Compliance Certificate
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Construction Site:
200-234 E. HOPKINS
ASPEN, CO 81611
Owner/Agent:Designer/Contractor:
Stanton Humphries
AEC
Avon, CO
970-748-8520
stan@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-COMMON AREAS (Common Space Types:Corridor/Transition <8 ft wide)2060 0.66 1360
1360Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
COMMON AREAS ( Common Space Types:Corridor/Transition <8 ft wide 2060 sq.ft.)
LED 1: R3 & R4: DOWNLIGHT: Other:1 53 13 689
LED 2: P2: PENDENT AT BATHROOM: Other:1 2 13 26
LED 3: P3: PENDENT AT BATHROOM: Other:1 2 15 30
LED 4: F2: LED STRIP AT UTILITY: Other:1 5 32 160
905Total Proposed Watts =
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting
systems have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.0 and to comply with
any applicable mandatory requirements listed in the Inspection Checklist.
Name - Title Signature Date
Interior Lighting PASSES
STANTON HUMPHRIES, PE 7/30/18
I count 51 R3 and R4
fixtures in the common
areas. Revise
comcheck.
Exterior Lighting Compliance Certificate
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Construction Site:200-234 E. HOPKINSASPEN, CO 81611
Owner/Agent:Designer/Contractor:Stanton HumphriesAEC
Avon, CO970-748-8520stan@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
2 (Residential mixed use area)Exterior Lighting Zone
Allowed Exterior Lighting Power
A
Area/Surface Category
B
Quantity
C
Allowed
Watts / Unit
D
Tradable
Wattage
E
Allowed Watts
(B X C)
LOWER LEVEL (Entry canopy)300 ft2 0.25 Yes 75
MAIN LEVEL (Entry canopy)600 ft2 0.25 Yes 150
Total Tradable Watts (a) =
Total Allowed Watts =
Total Allowed Supplemental Watts (b) =
225
225
600
(a)Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
LOWER LEVEL ( Entry canopy 300 ft2): Tradable Wattage
LED 1: EX3: DOWNLIGHT: Other:1 2 23 46
LED 2: EX1: STEPLIGHT: Other:1 2 4 8
LED 3: EX5: SCONCE: Other:1 2 11 22
MAIN LEVEL ( Entry canopy 600 ft2): Tradable Wattage
LED 4: EX1: STEPLIGHT: Other:1 6 4 23
LED 5: EX3: DOWNLIGHT: Other:1 9 23 207
LED 6: EX4: SCONCE: Other:1 3 15 45
LED 7: EX2: SCONCE: Other:1 5 11 55
LED 8: EX6: ACCENT: Other:1 2 9 17
423Total Tradable Proposed Watts =
Project Title:
Data filename:
MOUNTAIN FORGE REMODEL
P:\Current Projects\18009.00 - Mountain Forge Building Renovation &Addition\Calculations\COMcheck\MOUNTAIN FORGE LTG COMCHECK.cck
07/30/18Report date:
72 ofPage
I count 11 EX3
fixtures. Revise
comcheck.
Page: 2
File Name: COMCHECK.pdf
Subject: PlanCheck
Author: nickt
Color:
I count 4 EX4 fixtures. Revise
comcheck.
Page: 1
File Name: CREMP.pdf
Subject: PlanCheck
Author: nickt
Color:
Fill out all of section 1 of the
REMP worksheet.
CREMP.pdf (2)
Page: 1
File Name: CREMP.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise so that A1.2 and the
REMP worksheet show the
same thing.
Project Title:
90.1 (2013) Standard
Project Type:Alteration
Construction Site:200-234 E. HOPKINSASPEN, CO 81611
Owner/Agent:Designer/Contractor:Stanton HumphriesAEC
Avon, CO970-748-8520stan@aec-vail.com
Project Information
Energy Code:
MOUNTAIN FORGE REMODEL
2 (Residential mixed use area)Exterior Lighting Zone
Allowed Exterior Lighting Power
A
Area/Surface Category
B
Quantity
C
AllowedWatts / Unit
D
TradableWattage
E
Allowed Watts(B X C)
LOWER LEVEL (Entry canopy)300 ft2 0.25 Yes 75
MAIN LEVEL (Entry canopy)600 ft2 0.25 Yes 150
Total Tradable Watts (a) =
Total Allowed Watts =
Total Allowed Supplemental Watts (b) =
225
225
600
(a)Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
E(C X D)DFixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
BLamps/
Fixture
C# of
Fixtures
LOWER LEVEL ( Entry canopy 300 ft2): Tradable Wattage
LED 1: EX3: DOWNLIGHT: Other:1 2 23 46
LED 2: EX1: STEPLIGHT: Other:1 2 4 8
LED 3: EX5: SCONCE: Other:1 2 11 22
MAIN LEVEL ( Entry canopy 600 ft2): Tradable Wattage
LED 4: EX1: STEPLIGHT: Other:1 6 4 23
LED 5: EX3: DOWNLIGHT: Other:1 9 23 207
LED 6: EX4: SCONCE: Other:1 3 15 45
LED 7: EX2: SCONCE: Other:1 5 11 55
LED 8: EX6: ACCENT: Other:1 2 9 17
423Total Tradable Proposed Watts =
Project Title:
Data filename:
MOUNTAIN FORGE REMODEL
P:\Current Projects\18009.00 - Mountain Forge Building Renovation &Addition\Calculations\COMcheck\MOUNTAIN FORGE LTG COMCHECK.cck
07/30/18Report date:
72 ofPage
I count 4 EX4
fixtures. Revise
comcheck.
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :Owner:Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
Owner's Representative :
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
A.COMMERCIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExistingTo be DemoedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew (non-exempt)798.00 sqftNew (exempt)111.00 sqftTotal New 909.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTotal on site 909.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTotal Snowmelt on siteBoiler Efficiency 95.0%100%75.0% 75.0%Mitigation Payment -$ -$ Total Payment for Mitigation:$50,400.00B.ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System -$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits:-$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 7.34or How many square feet of SHW (solar hot water) would I need? 224.35
C-REMP Payment:50,400.00$ Amount Previously Paid on This Permit:-$ 50,400.00$ Refund (includes minus $750): -$
C. PREPARED BY:Date: 7/30/2018
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
David Denio, PE
$50,400.00
A1.2, M-120, M-121, M-602
970-748-8520, david@aec-vail.com
Dana Ellis
970-544-9006
TOTAL C-REMP PAYMENT:
dana@rowlandbroughton.com
909.00 sqft
2015 IECC COMMERCIAL RENEWABLE ENERGY MITIGATION PROGRAM
CITY OF ASPEN VERSION 11.3 UPDATED DECEMBER 13, 2017
Mountain Forge
Yes (enter sqft below on the exempt row)No
Fill out all of section 1of the REMPworksheet.
CONTACT INFORMATION :
Owner:
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
Owner's Representative :
Name:City:
Address:State:
Email:Zip Code:
Phone: Cell Phone:
A.COMMERCIAL RENEWABLE ENERGY MITIGATION PROGRAM
Sheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool Spa
Existing
To be DemoedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
New (non-exempt)798.00 sqft
New (exempt)111.00 sqft
Total New 909.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
Total on site 909.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
Total Snowmelt on siteBoiler Efficiency 95.0%100%75.0% 75.0%
Mitigation Payment -$ -$
Total Payment for Mitigation:$50,400.00
B.ON-SITE RENEWABLE CREDITS
Supplemental System REMP Credit
Use PV Worksheet Photovoltaic System -$
Use Thermal Worksheet Hot Water Panels -$
Use GSHP Cert Ground Source Heat Pump -$
Other Approved System -$
Total Mitigation Credits:-$
Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 7.34
or How many square feet of SHW (solar hot water) would I need? 224.35
C-REMP Payment:50,400.00$
Amount Previously Paid on This Permit:-$
50,400.00$
Refund (includes minus $750): -$
C. PREPARED BY:Date: 7/30/2018
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
David Denio, PE
$50,400.00
A1.2, M-120, M-121, M-602
970-748-8520, david@aec-vail.com
Dana Ellis
970-544-9006
TOTAL C-REMP PAYMENT:
dana@rowlandbroughton.com
909.00 sqft
Yes (enter sqft below on the exempt row)No
Revise so that A1.2
and the REMP
worksheet show the
same thing.