HomeMy WebLinkAboutFile Documents.232 E Main St.0132.2018 (86).ACBK0132-2018-ACBK_BuildingComments_1
Page: 1
File Name: 2015 IECC REMP Calculations.232 E. Main
St.2018.09.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise snowmelt plan to show
the electric snowmelt. Note: roof
and gutter deicing systems
extending less than 6' from the
exterior wall are exempt from
REMP. Deicing extending more
than 6' from the exterior wall are
counted in REMP. Ordinance 11,
2011.
2015 IECC REMP Calculations.232 E. Main St.2018.09.pdf (1)
Page: 1-COVER 1-COVER COVER SHEET COVER SHEET
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a line grade form.
Architectural.232 E. Main St.2018.11.pdf (36)
Page: A-030 SNOWMELT PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Coordinate snowmelt square
footages between architecturals
and mechanicals (currently they
are different). Round snowmelt
areas to nearest whole number.
Revise CREMP worksheet as
necessary to match.
Page: A-030 SNOWMELT PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Up to a 48" wide portion of
accessible routes are exempt
from REMP per Ordinance 40,
2016.
Page: A-100 PROPOSED MAIN FLOOR PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the scale of your
drawings.
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :
Owner:
Name:City: CHICAG
Address:State: IL
Email:Zip Code: 60614
Phone: Cell Phone: 312-850-1
Owner's Representative :
Name:City: CHICAG
Address:State: IL
Email:Zip Code: 60607
Phone: Cell Phone: 312-714-8
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 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
To be Demoed 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
New (non-exempt)450.00 sqft 378.00 sqft
New (exempt)
Total New 450.00 sqft 378.00 sqft 0.00 sqft 0.00 sqft
Total on site 450.00 sqft 378.00 sqft 0.00 sqft 0.00 sqft
Total Snowmelt on site
Boiler Efficiency 95.0%100%75.0% 75.0%
Mitigation Payment -$ -$
Total Payment for Mitigation:$51,101.05
B.ON-SITE RENEWABLE CREDITS
Supplemental System REMP Credit
Use PV Worksheet Photovoltaic System -$
Use Thermal Worksheet Hot Water Panels -$
Use GSHP Cert Ground Source Heat Pump -$
Other Approved System -$
Total Mitigation Credits:-$
2015 IECC COMMERCIAL RENEWABLE ENERGY MITIGATION PROGRAM
CITY OF ASPEN VERSION 11.3 UPDATED DECEMBER 13, 2017
232 E. MAIN ST.
273707320008
1200 W. LAKE ST. SUITE 200
232 EAST MAIN STREET LLC
2001 N. HALSTED ST. SUITE 304
JRICHMAN@MDEVCO.COM
312-850-1680
BRAD HRIBAR - CENTAUR
312-714-8519
BHRIBAR@CENTAURCO.COM
828.00 sqft
$51,101.05
A-030
Yes (enter sqft below on the exempt row)No
Revise snowmelt plan
to show the electric
snowmelt. Note: roof
and gutter deicing
systems extending
less than 6' from the
exterior wall are
exempt from REMP.
Deicing extending
more than 6' from the
exterior wall are
counted in REMP.
Ordinance 11, 2011.
T
Provide a line grade form.
1,380
2,0001,380
2,000
ALLEY
HIST
O
R
I
C
C
O
R
T
I
N
A
L
O
D
G
E
PROPERTY LINE
418.17 SF SNOW MELT SYSTEM TO ALLEVIATE SNOW SHEDDING BOTH IN THE ROW AND ON ANY ADJACENT LOTS
SNOW CLEAT
9" / 1'-0"9" / 1'-0"
9" / 1'-0"9" / 1'-0"
TRANSFORMER
9" / 1'-0"4 1/2" / 1'-0"
9" / 1'-0"9" / 1'-0"
ALLEY
PROPOSED
2 STORY
BUILDING
MO
N
A
R
C
H
S
T
.
MAIN ST.
HIST
O
R
I
C
C
O
R
T
I
N
A
L
O
D
G
E
NEW
S
T
R
E
E
T
PAR
K
I
N
G
NEW
S
T
R
E
E
T
PAR
K
I
N
G
NEW
S
T
R
E
E
T
PAR
K
I
N
G
PROPERTY LINE
CORTINALODGE BALCONY
BENCH
DETECTABLEWARNING
DETECTABLEWARNING
HISTORIC CORTINA LODGE STONE CHIMNEY
DRAIN ANY WATER THAT ACCUMULATES VIA NATURAL GRADE TO ALLEY
NEW
S
T
R
E
E
T
PAR
K
I
N
G
CITY OF ASPEN APPROVEDBIKE RACK
FENCED EXTERIOR TRASH AREA & UTILITY
OVERHANG ABOVE
SLIDING DOOR
10'-0
"
13'-0"
5'-3
"
4'-9"
5'-0"
AWNING. TYP.
TRANSFORMER
7'-2 5/8"
59.13SF SNOW MELT AT ENTRY DOOR
81.78SF SNOW MELT AT MAIN ENTRANCE
248.79SF SNOW MELT AT MECH. RM DOOR, AND TRASH AND UTILITY BACK DOOR
60.44SF SNOW MELT AT MAIN ENTRANCE
1/8" = 1'-0"1 PROPOSED SNOWMELT ROOF PLAN 1/8" = 1'-0"2 SNOWMELT SITE PLAN
Coordinate snowmeltsquare footagesbetween architecturalsand mechanicals(currently they aredifferent). Roundsnowmelt areas tonearest wholenumber. ReviseCREMP worksheet asnecessary to match.
ROPOSED
2 STORY
BUILDING
81.78SF SNOW MELT AT MAIN
ENTRANCE
Up to a 48" wide
portion of accessible
routes are exempt
from REMP per
Ordinance 40, 2016.
11
'
-
4
"
17'
-
9
1
/
2
"
5'-0"
C
ADA PUSHBUTTON
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
As indicated
11
/
1
2
/
2
0
1
8
1
0
:
1
2
:
0
1
A
M
A−100
2016−005
11.12.18
PROPOSED MAIN
FLOOR PLAN
NO.
DATE
BY
1
05.09.18
MODIF.
SCHEMATI
2
07.13.18
MODIF.
DESIGN DE
3
09.6.18
MODIF.
90% PERM
4
9.25.18
MODIF.
PERMIT SE
Provide the scale of
your drawings.
Page: A-100 PROPOSED MAIN FLOOR PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a minimum 36" wide
pathway between trash
containers and the gate to allow
for both means of egress (2015
IBC 1020.2) and an accessible
on property route to the trash
(2015 IBC 1104.2).
Page: A-100 PROPOSED MAIN FLOOR PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Route to trash must be
accessible. Provide
maneuvering clearance on both
sides of the trash area gate.
Show and dimension the
clearances. ICC A117.1-2009
section 404.2.3.2.
Page: A-100 PROPOSED MAIN FLOOR PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Identify what this is.
Page: A-131 ROOF PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide guards at the
mechanical roof decks (2015
IBC 1015.6)
Page: A-300 BUILDING SECTIONS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a barrier where vertical
clearance is less than 80" per
2015 IBC 1003.3.1.
UP
7'-6 1/2"28'-7 1/2"7'-2 5/8"
59'-9"
5'-3
"
27
'
-
8
1
/
4
"
SLIDING GATE
FENCED EXTERIOR
TRASH AND UTILITY
AREA
103
26'-1 1/2"
SLIDING GATE
ELEV.
/8"
8'-5 1/2"
A-412
1
1
9'-6 3/4"8'-4"9'-2 1/2"
C.2 C.4 E.8 F.8
4'-
9
"
D.S.
D.S.
16'-10 7/8"9'-7 1/4"8'-0 3/4"
7'-0
1
/
4
"
3'-
2
1
/
2
"
5x5x1/4
F
E
JANITOR CLOSET
P
GAS
METERS
1. PROVIDE F.T. WOOD BLOC
ACCESSORIES AND MILLWOR
2. FIRE RATED HORIZONTAL A
AND UNINTERRUPTED.
3. ALL EXPOSED STEEL ON T
PAINTED.
4. THESE DRAWINGS INDICAT
THE ARCHITECTURAL DESIGN
INDICATE OR DESCRIBE ALL
PROJECT.
5. THE CONTRACTOR OR SUB
VERIFICATION OF ALL DIMEN
ANY WORK AND SHALL NOTIF
DISCREPANCIES.
6. SUBCONTRACTOR SHALL V
BEFORE PROCEEDING WITH
7. ALL WORK SHALL BE COOR
AVOID INTERFERENCES, PRE
8. ALL DOORS USED IN CONN
WITHOUT THE USE OF A KEY
9. DIMENSIONS MARKED 'HOL
DIMENSIONS ARE FACE TO F
10. DIMENSIONS, TARGETS, E
ONLY ONCE.
11. PROVIDE PRIME COAT ON
FILE CABINETS, WALL COVER
OTHERWISE.
GENERAL NOTES:
Provide a minimum 36" wide pathway between trash
containers and the gate to allow for both means of
egress (2015 IBC 1020.2) and an accessible on
property route to the trash (2015 IBC 1104.2).
8'-7 1/2"7'-2 5/8"
5'-
3
"
4"
FENCED EXTERIOR
TRASH AND UTILITY
AREA
103
6'-1 1/2"
ATE
ELEV.
A-412
1
8'-4"9'-2 1/2"
E.8 F.8
D.S.
F
E
SET
1. PROVIDE F
ACCESSORIE
2. FIRE RATE
AND UNINTE
3. ALL EXPOS
PAINTED.
4. THESE DR
THE ARCHITE
INDICATE OR
PROJECT.
5. THE CONT
VERIFICATIO
ANY WORK A
DISCREPANC
6. SUBCONTR
BEFORE PRO
7. ALL WORK
AVOID INTER
8. ALL DOOR
WITHOUT TH
9. DIMENSIO
DIMENSIONS
10. DIMENSIO
GENERAL
Route to trash must be
accessible. Provide
maneuvering
clearance on both
sides of the trash area
gate. Show and
dimension the
clearances. ICC
A117.1-2009 section
404.2.3.2.
13'-0 1/2"3'-4"7'-6 1/2"
59'-9
SLIDING GATETRANSFORMER
2
A-311
1
A-600
24'-4"9'-6 3/4"
C.2
GAS
METERS
Identify what this is.
1,380
2,0001,380
2,000
CEDAR SHAKE SHINGLES OVER GABLED ROOF, ROOF
1
A-300
3
A-400
9" / 1'-0"9" / 1'-0"9" / 1'-0"
9" / 1'-0"9" / 1'-0"
9"
/
1
'
-
0
"
9"
/
1
'
-
0
"
3
4
5
6
7
8
8.5
9
10
C.2 C.4 E.8
9" / 1'-0"
CONCEALED GUTTER, TYP.INTERNAL
GUTTER, TYP.
INTERNAL
D.S., TYP.
3" V.T.R.
3" V.T.R.
1" /
1
'
-0"
MECHANICAL EQUIPMENT SE
15'-0"
PROPOSED SATELLITE LOCATION
12'-0"
12'-0"
T/ 2ND FLOOR
12'-0"
T/ 2ND FLOOR
12'-0"T/ 2ND FLOOR
9'-6 3/4"
9'-6 3/4"
9'-6 3/4"
MECHANICAL SCREENING, TYP.
D.S.
ROOF
ACCESS
24'-4"9'-6 3/4"8'-4"9'-2 1/2
12'-
6
3
/
4
"
4'-0
1
/
8
"
13
'
-
5
"
13'-
3
"
13'
-
5
"
3'-1
0
3
/
8
"
4'-1
0
1
/
4
"
4'-9
"
T/ 2ND FLOOR
9'-6 3/4"
PROPOSED SNOW SYSTEM TO ALLE SNOW SHEDDING B THE ROW AND ON ADJACENT LO
PROPOSED SNOW MELT SYSTEM TO ALLEVIATE SNOW SHEDDING BOTH IN THE ROW AND ON ANY ADJACENT LOTS
Provide guards at themechanical roof decks
(2015 IBC 1015.6)
9
12 9
12
GOOSENECK LIGHT
FIXTURE WITH FROSTED
LENS, TYP.
ACM RAIN SCREEN PANELING W/
1/2" REVEAL
ACM WET SEAL SYSTEM W/ 1/2"
REVEAL OVER ROOF AT (9/12)
SLOPE
CEDAR SHAKE SHINGLES
OVER GABLED ROOF, ROOF
AT (9/12) SLOPE
SECOND FLOOR
TENANT SPACE- 'B'
200
EGF.8
5'-5 3/8"
MIN
.
H
E
A
D
C
L
E
A
R
A
N
C
E
7'-
0
"
1/4" = 1'-0"1 BUILDING SECTION
Provide a barrier
where vertical
clearance is less than
80" per 2015 IBC
1003.3.1.
Page: A-301 BUILDING SECTIONS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a parapet at the wall on
gridline A or demonstrate how
you comply with one of the
exemptions. 2015 IBC 705.11.
Page: A-311 WALL SECTIONS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Parapet height must be 30" min.
2015 IBC 705.11.1
Page: A-400 STAIRS & ELEVATOR
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The walls and ceiling of the
enclosure under the stairs must
be protected by 1 hour fire rated
construction. Detail and provide
listed assemblies. 2015 IBC
1011.7.3
Page: A-400 STAIRS & ELEVATOR
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Handrail extensions must return
to a wall, floor, or guard. 2015
IBC 1014.6.
Page: A-400 STAIRS & ELEVATOR
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide access to attic spaces.
2015 IBC 1209.2.
1
A-300
9
12
A-503
1
A B
Provide a parapet at
the wall on gridline A
or demonstrate how
you comply with one of
the exemptions. 2015
IBC 705.11.
T/PARAPET14'-4"
B/GABLE16'-1 1/2"
2ND LEVEL12'-0"
1
A-300
A
PR
O
P
E
R
T
Y
L
I
N
E
3"
A-502
6
3
A-400
PR
O
P
E
R
T
Y
L
I
N
E
1010
A-502
9 Sim
Parapet height must
be 30" min. 2015 IBC
705.11.1
FENCED EXTERIOR
TRASH AND UTILITY
AREA
103
TENANT SPACE 'B'
LOBBY
101
A-501
2 Sim
A-501
5
Sim
0"
G SECTION
The walls and ceiling
of the enclosure under
the stairs must be
protected by 1 hour fire
rated construction.
Detail and provide
listed assemblies.
2015 IBC 1011.7.3
UP
DN
3
A-400
STAIR WIDTH
3'-1
"
F.O.
3'-6"
HOLD
5'-9
"
8.5
9
10
C.4 E.8
2500# CAPACITY6'-8" x 4'-3" CAB.8'-4" x 5'-9" HOISTWAY5'-0" PIT DEPTH
2'-8"
R.O.
4'-3 3/8"2'-8"
HOLD
8'-4"
5
A-400
JANITOR CLOSET
P E
8'-0
"
LAN
D
I
N
G
3'-11
5
/
8
"
LANDING
3'-3"
STAIR WIDTH
3'-1"
ACCESS PANELSURFACE MOUNTEDTO CMU WALL
FIN. FLR. TENANT 'A' 7903.200"
T/GABLE 0226'-6 7/8"
T/PARAPET14'-4"
2ND LEVEL12'-0"
NORTHWEST GRADE-3'-3"
1
A-300
FENCED EXTERIORTRASH AND UTILITYAREA
103
CEDAR SHAKE SHINGLES OVER GABLED ROOF, ROOF AT (9/12) SLOPE
RECLAIMED WOOD FACIA
GUTTER
9
12
912
2
A-311
AC.2C.4E.8F.8
SECOND FLOORTENANT SPACE- 'B'
200
TENANT SPACE 'B'LOBBY
101
E
A-5012 Sim
A-5015 Sim
FIN. FLR. TENANT 'B' 7902.20-1'-0"FIN. FLR. MECH. ROOM 7901.20-2'-0"
T/ ELEVATOR PARAPET27'-0"
3
A-400
8.5
9
10
C.4 E.8
F.O.
3'-6"
R.O.
4'-3 3/8"
HOLD8'-4"
HOLD
5'-9
"
2500# CAPACITY6'-8" x 4'-3" CAB.8'-4" x 5'-9" HOISTWAY5'-0" PIT DEPTH
1'-0
"
4'-0
"
LANDING
3'-11
5
/
8
"
LANDING
3'-10 1/4"8'-9 1/8"
STAIR WIDTH
3'-1
"
STAIR WIDTH
3'-1"
E
FIN. FLR. TENANT 'A' 7903.200"
ROOF21'-0"
2ND LEVEL12'-0"
3A-4008.5 9 10
NOTE:ELEVATOR WALLS NOT SHOWN FOR CLARITY
FIN. FLR. TENANT 'B' 7902.20-1'-0"
FIN. FLR. MECH. ROOM 7901.20-2'-0"
2'-9
1
/
4
"
5'-4
1
/
4
"
4'-10
1
/
2
"
1'-0"
HAN
D
R
A
I
L
H
E
I
G
H
T
3'-0
"
1'-0"
SECOND FLOORTENANT SPACE- 'B'
200
TENANT SPACE 'B'LOBBY
101
MIN
.
H
E
A
D
C
L
E
A
R
A
N
C
E
6'-10
"
Scale
PROJECT NU
DATE
DRAWN BY
CHECKED BY
A
S
EL
CO
R
E
&
S
H
E
L
L
B
U
I
L
D
I
N
G
1/2" = 1'-0"1 MAIN FLOOR STAIR PLAN
1/4" = 1'-0"3 BUILDING SECTION
1/2" = 1'-0"2 SECOND FLOOR STAIR PLAN
1/2" = 1'-0"5 STAIR SECTION
NO.
DATE
BY
REVISION
1
05.09.18
MODIF.SCHEMATIC DESIGN
2
07.13.18
MODIF.DESIGN DEVELOPMENT
3
09.6.18
MODIF.90% PERMIT SET
Handrail extensions
must return to a wall,floor, or guard. 2015IBC 1014.6.
CEDAR SHAKE SHINGLES
OVER GABLED ROOF, ROOF
AT (9/12) SLOPE
RECLAIMED WOOD
FACIA
GUTTER
9
12
9
12
C.4E.8F.8
SECOND FLOOR
TENANT SPACE- 'B'
200
TENANT SPACE 'B'
LOBBY
101
Provide access to attic
spaces. 2015 IBC
1209.2.
Page: A-400 STAIRS & ELEVATOR
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a section detailing the
continuity of the top of the
elevator shaft and demonstrate
compliance with 2015 IBC 713.5
or 713.12.
Page: A-410 WINDOW & DOOR ENLARGED PLAN &
ELEVATION
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: safety Glazing windows
Author: nickt
Color:
Indicate which windows require
safety glazing per 2015 IBC
2406.4. Revise the window
schedule or elevations.
Page: A-411 WINDOW & DOOR ENLARGED PLAN &
ELEVATION
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: skylight
Author: nickt
Color:
The sloped glazing requires
laminated glass with a min. 30
mil pvb interlayer, or a screen.
Demonstrate compliance. 2015
IBC 2405.2
Page: A-502 WALL DETAILS AT SECOND LEVEL
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise detail 8/A-502 at the joint
of the non-fire resistant floor
assembly to comply with 2015
IBC 712.1.5.2.
Page: A-502 WALL DETAILS AT SECOND LEVEL
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Insulate at this ledger to avoid a
thermal break in the thermal
envelope.
E.8
F.O.
3'-6"
R.O.
4'-3 3/8"
HOLD
8'-4"
HOLD
5'-
9
"
2500# CAPACITY
6'-8" x 4'-3" CAB.
8'-4" x 5'-9" HOISTWAY
5'-0" PIT DEPTH
8'-9 1/8"
STAIR WIDTH
3'-1
"
E
8.5 9
Provide a section
detailing the continuity
of the top of the
elevator shaft and
demonstrate
compliance with 2015
IBC 713.5 or 713.12.
A-410 A-500
10
B C
BASIS OF DESIGN:
Indicate which windows require safety glazing per 2015 IBC
2406.4. Revise the window schedule or elevations.
12
'
-
1
0
3
/
4
"
9 " / 1 '-0 "1 6'-1 1"
EGF.8
106°
ROOF OVERHANG
The sloped glazing
requires laminated
glass with a min. 30
mil pvb interlayer, or
a screen.
Demonstrate
compliance. 2015 IBC
2405.2
2ND LEVEL
12'-0"
C
R
03 40 00.A3
05 0
07
06 1
06 22
06 2
09 8
07 2
UP AND
PARAP
04 22
04 2
04 2
2ND LEVEL12'-0"
F.8
06 16 00.D11
07 21 00.E4
06 16 00.D11
06 17 00.B8
08 43 00.A13
05 12 00.M296
08 81 00.C8
1 1/2" = 1'-0"
SECTION DETAIL - SLOPED GLAZING
MULLION
Revise detail 8/A-502
at the joint of the
non-fire resistant floor
assembly to comply
with 2015 IBC
712.1.5.2.
09 29 00.D1
07 21 00.A10
3/4"3/4"
3"7 5/8"2 1/2"
5/8"1'-3 1/4"
04 22 00.C3 06 17 00.B8
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
1 1/2" = 1’−0"
A−502
2016−005
11.12.18
WALL DETAILS
AT SECOND
LEVEL
1 1/2" = 1'-0"9 SECTION DETAIL - NORTH PARAPET WALL
NO.
1 2 3 4
Insulate at this ledger
to avoid a thermal
break in the thermal
envelope.
Page: A0.7 CODE ANALYSIS AND EGRESS PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Show accessible door
maneuvering clearances at both
sides of all office and conference
room doors. ICC A117.1-2009
section 404.2.3.2.
Page: A0.7 CODE ANALYSIS AND EGRESS PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The two exit doors are not
spaced far enough apart (2015
IBC 1007.1.1) so this tenant
space is considered to only have
a single exit. Maximum common
path travel distance is 75' (2015
IBC table 1006.3.2(2))
Page: A0.7 CODE ANALYSIS AND EGRESS PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The printer area has two doors
in a series. Provide 48" between
the door swings or swing one
door in a different direction. 2015
IBC 1010.1.8.
Page: A0.7 CODE ANALYSIS AND EGRESS PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide accessible seating at
this table/work surface. 2015
IBC 1109.11.
Page: A1.1 FLOOR PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The shell drawings show folding
doors. The tenant finish
drawings show differently.
Coordinate the drawings.
102
LOBBY
113
PCS 5
109
CORRIDOR 36x56
42
36x56
42
36x72
36x72
>>>>>>
>
>
>
>
>
>
>
>
>
>
>>>>>>
112
PCS 4
111
PCS 3
110
PCS 2
108
CMS 1
>
>
>
>
>
>
>
>>>>>>>XIMUM TRAVEL DISTANCE = 57'-11"
ALLOWED 300'-0"
N.
M
O
N
A
R
C
H
S
T
.
Show accessible door
maneuvering
clearances at both
sides of all office and
conference room
doors. ICC
A117.1-2009 section
404.2.3.2.
DOOROCCS:REQD:
101A
3532"
102LOBBY
103DAB
115WOMENS
118JANITOR
106MANUAL TRANSACTION
105CAFE
104LIVING ROOM
113PCS 5
116MENS117LOUNGE
107PRINTERS
119DATA
109CORRIDOR 36x56
42
36x56
42
36x72
30" H.
34"
H
.
42"
H
.
34"
H
.
42
36x72
34
"
H
.
34
"
H
.
3"
>>
>>>>>>
>
>
>
>
>
>
>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>
>
>
>>>>>>>
112PCS 4
111
PCS 3
110PCS 2
108CMS 1
>>>
>
>
>
>
>
>
>
>>>>>>>MAXIMUM TRAVEL DISTANCE = 57'-11"
ALLOWED 300'-0"
F.E.C.
ACCESSIBLE COUNTERAT 34" A.F.F. MAX.
MAXIMUM TRAVEL DISTANCE = 105'-10"
ALLOWED 300'-0"
N.
M
O
N
A
R
C
H
S
T
.
AD
J
A
C
E
N
T
T
E
N
A
N
T
NO
T
P
A
R
T
O
F
CH
A
S
E
UP
3
4
5
6
7
8
8.5
9
10
114CORRIDOR
>
>
>
>
>
>
>
>
DESCRIPTION AREA /SF OCCUPANT LOAD FEMALE
BUSINESS 1-25 OCC. =1
REQUIRED =1
PROVIDED =1
WATER CLOSETS URINALS LAVATORIES DRINKING
FOUNTAINS
1-40 OCC =1
REQUIRED =1
PROVIDED =1
1-100 OCC. =1
REQUIRED =1
PROVIDED =2
SERVICE
SINK
REQUIRED =1
PROVIDED =12,600 SF 2,600/ 100 = 2613 MALE /13 FEMALE
N/A
PLUMBING FIXTURE ANALYSIS AS PER TABLE 403.1 IPC 2015
FLOOR
MALE
1-25 OCC. =1
REQUIRED =1
PROVIDED =1
FEMALE
1-40 OCC =1
REQUIRED =1
PROVIDED =1
MALE
N/A
CODE ANALYSIS: (201
USE AND OCCUPANCY CLASSIFICATION
TWO STORY BUILDING, MULTI TENANT
CHASE TENANT: B-BUSINESS
OTHER TENANTS: UNKNOW
TYPE OF CONSTRUCTION (SECTION 60
TYPE V-B, SPRINKLERED BUILDING
FIRE RESISTANCE RATING REQUIREMEN ALL INTERIOR NON-BEARING WALLS & DEMISING WALL: ADJACENT TENANT
DEMISING CEILING:
BUILDING HEIGHT & AREA (CHAPTER 5
EXISTING 22'-8 BY LL - IN LINE LEASE SP
ALLOWABLE BUILDING AREA (TABLE 5
ALLOWABLE SQUARE FOOTAGE PER FL
ACTUAL BUILDING AREA: 5,709 S
CHASE:2,600 SQ. FT
GROUND FLOOR RETAIL:4,339 S
OFFICE SPACE ABOVE:1,370 S
OCCUPANT LOAD (TABLE 1004.1.2):
2,600/100 = 26 OCCUPANTS
INTERIOR FINISHES (CHAPTER 8 AND T
EXIT PASSAGEWAYS - CLASS B
CORRIDORS AND ENCLOSURE FOR EXIT
ROOMS AND ENCLOSED SPACES - CLAS
INTERIOR FLOOR FINISHES - CLASS II
MINIMUM EGRESS SIZING (SECTION 1
DOORWAYS: .15” * 26 OCC. = 3.9” REQ
PROVIDED: 68"
EXIT ACCESS TRAVEL DISTANCE (TABLE
MAXIMUM: 300'-0"
ACTUAL: 105'-10"
NUMBER OF EXITS (SECTION 1006):
REQUIRED - 1 EXIT
PROVIDED - 1 EXIT
The two exit doors are
not spaced far enoughapart (2015 IBC1007.1.1) so this
tenant space isconsidered to onlyhave a single exit.
Maximum commonpath travel distance is75' (2015 IBC table
1006.3.2(2))
102
LOBB
103
DAB
115
WOMENS
118
JANITOR
106
MANUAL TRANSACTION
105
CAFE
104
LIVING ROOM
113
PCS 5
116
MENS
117
LOUNGE
107
PRINTERS
119
DATA
109
CORRIDOR
36x72
30" H.
34
"
H
.
42
"
H
.
34
"
H
.
34
"
H
.
34
"
H
.
>>
>>>>>>
>
>
>
>
>
>
>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>
>
>
>>>>>>>
108
CMS 1
>
>
>
>
>MAXIMUM TRAVEL DISTANCE = 57'-11"
ALLOWED 300'-0"
F.E.C.
ACCESSIBLE COUNTER
AT 34" A.F.F. MAX.
MAXIMUM TRAVEL DISTANCE = 105'-10"
ALLOWED 300'-0"
3
4
5
6
114
CORRIDOR
>
>
>
>
>
>
>
>
The printer area has
two doors in a series.
Provide 48" between
the door swings or
swing one door in a
different direction.
2015 IBC 1010.1.8.
DOOR
OCCS:REQD:PRVD:68"
101A
35
32"
101
TRANSACTION VESTIBULE
102
LOBBY
103
DAB
104
LIVING ROOM
36x56
34
"
H
.
>
>
>
>
>
>
>
>>>>>
>
>
>>>>>>>
110
PCS 2
>>>>>>>
MAXIMUM TRAVEL DISTANCE = 57'-11"
ALLOWED 300'-0"
F.E.C.
CESSIBLE COUNTER
34" A.F.F. MAX.
E. MAIN ST.
PATIO
C D E F G
>
>
>
>
>
SCALE EGRESS PLAN 11/4"=1'-0"
N
Provide accessible
seating at this
table/work surface.
2015 IBC 1109.11.
109CORRIDOR
103DAB
106MANUAL TRANSACTION
105CAFE
104LIVING ROOM
117LOUNGE
107PRINTERS
119DATA
114CORRIDOR
101TRANSACTION VESTIBULE
118JANITOR
115WOMENS
116MENS
110PCS2
108CMS1
111PCS3
112PCS4
113PCS5
102LOBBY
NICADJACENT TENANT
NICMECHANICAL ROOM
10'-
2
3
/
8
"
5'-4
1
/
4
"
HOL
D
9 3
/
4
"
3'-0
"
3'-10
1
/
4
"
9'-0
"
1'-7
1
/
8
"
5'-5
"
1'-6
"
6 1/4
"
7'-7
5
/
8
"
1'-8
1
/
8
"
9'-0
1
/
4
"
1'-0
1
/
2
"
9'-1
0
3
/
4
"
1'-0
1
/
2
"
9'-10
3
/
4
"
1'-0
1
/
2
"
9'-5
1
/
2
"
9'-3
3
/
4
"
1'-0
1
/
2
"
3'-7
1
/
8
"
6'-5
3
/
8
"
4'-11
7
/
8
"
5'-4
5
/
8
"
3 5/
8
"
3 5/8
"
10'-
2
1
/
4
"
5'-5
"
10'-1
3
/
4
"
9'-5
"
1'-7
1
/
8
"
8'-1
5
/
8
"
5"
5'-4
1
/
4
"
5'-4
1
/
4
"
4'-9
1
/
2
"
7'-1
1
/
2
"
1'-6"
3'-0
"
7'-2
"
3'-0
"
4'-3
1
/
2
"
7'-8
1
/
4
"
3'-0
"
6'-8"
2'-0
"
7'-0
1
/
2
"
6'-7
1
/
2
"
7'-1
0
3
/
8
"
14'-0
7
/
8
"
4'-0
"
MIN
.
3'-0
1
/
2
"
7'-6
7
/
8
"
3'-0
"
4'-3
1
/
2
"
3'-4
1
/
2
"
16'-2
5
/
8
"
10'-
4
3
/
8
"
5'-4
1
/
4
"
HOL
D
A5.1.2 4C4A
4D
4B
A5.1.2 6A
6B
A5.1.1 3B3D
3A
3C
A5.1.1 2B2D
2A
2C
A5.1.22A
A5.1.2 1B1D
1C
1A
A5.1.2 3C3A
3B
A5.5-
A5.31
A5.2.14
A5.2.14
℄
℄
℄
℄℄℄℄
℄
℄
℄
℄
℄
A5.1.11
A5.37
A
B
A
A3.22
A3.2
1
1'-0 1/2"
7'-4 1/4"9'-0"7'-4 7/8"
1'-0 1/2"7 5/8"1'-0 1/2"3 7/8"
1'-5 1/8"
1'-0 1/2"
1'-0 1/2"
1'-10 1/4"
1'-10 1/4"
1'-0"2'-0"10"
9'-1 7/8"6'-0"9"2'-8"
7"
3'-9 1/4"
1'-0 1/2"1'-0 1/2"
8'-6"
9'-0 3/4"9'-3 1/8"12'-0 3/8"
14'-1"5'-10 7/8"10'-4 3/8"
1'-7"5'-8 3/8"
9'-10 7/8"
7 1/2"
3'-0"3'-7 7/8"12'-3 1/2"
9'-8 3/8"
5"
3'-0"
1'-7"1'-8 5/8"5'-8 5/8"
7'-5 3/8"
6'-6"
2'-8 3/4"3'-0"9 1/4"
2'-8"
2'-9 3/8"3'-2"
7'-5 3/8"
7'-5 1/4"1'-7"3'-0"6'-0 1/8"
19'-3 1/4"9'-6 1/4"
3'-6 1/8"
2'-10 1/8"3'-2"4'-5 3/4"
3'-8 1/4"
9'-7 1/4"
13'-7 1/2"
2 5/8"
℄
℄
℄
℄
℄
℄℄℄
℄
℄
℄℄℄
6"
8 1/4
"
112A 111A
110A
108A113A
115A
107B 107A
102A
101A
101B
6 1
/
4
"
℄
116A
119A
117A
102B
P10
P10
P10
P9
FE
C
P8
P6
P11
P21
P21
P5
P5
P3
P1
P1
P44
P41 ℄
℄
P27
P1
P15
P24
P36
P15
P1
P1
P1
P1
P19
P19
P12
P2P2P2
P16
P26
P26
P26 P26
P22
P26
P2
P28
P28
P28
P28P28P28
P28 P28
P28
P28
P28
P28
P28
P32
P33
P37
P39
P40P40
P40 P40
P43
A3.11
A3.0
1
A3.12
P45TYP.
P17
P17
P18
P18
P18
TYP.
TYP.
TYP.
114A
7 1/2"
WJ1
WK1 WJ1
WJ1
WJ1
WJ1
WJ4
WN5
WJ7
WJ4
WN7
WJ WJ
WJ
WJ
WJ
WR1
WJ
WJ
WJ
WJ8
WJ
WJ
WTTYP.
WTTYP.
WT
TYP.
WT
TYP.
WTTYP.WTTYP.
WN
WQ
WQ
WQ
WT
9 3/8"
P27
WN8
WN8WN8
WN8 WN8
WN8
WN8WN8WN8WN8
P32P32
WN8
WN
WN
6'-4 1/4"12'-11"9'-0
1
/
2
"
P11
P21
P37
P37
P46P46
A5.1.2
5A
5B
A5.1.4 1B1D
1A
1C
A5.1.3 1C1A
1B
1D
A5.1.3 5C5A
5B
5D
A5.1.3 2B2D
2A
2C
A5.1.3 4B4D
4A
4C
A5.1.3 3B3D
3A
3C
101C
103A
104B
104A
36x
5
6
42
36x
5
6
42
36
x
7
2
42
36x
7
2
E
E
E3"
E.
M
A
I
N
S
T
.
N. MONARCH ST.
PA
T
I
O
ADJACENT TENANT
NOT PART OF
CHASE
UP
12345678.5
A
B
C
D
E
F
G
PLATE FOR SINGLE DOOR INGRESS TO VESTIBULE - LOCATE PUSH PLATE: BOTTOM PLATE @ 7" MIN. & 8"MAX. AFF TO CENTER LINE OF PLATE - TOP PLATE @ 30"MIN. & 44" MAX. AFF TO CENTER LINEOF PLATE. PROVIDE WEATHER RING TO ENSURE WEATHER-TIGHT INSTALLATION". SEE EXTERIOR ELEVATIONSAND ELECTRICAL DRAWINGS.
P7 ROLL-UP GRILLE CONTROL AND EMERGENCY RELEASE LEVEL MOUNTED AT 44" MAX. A.F.F.COORDINATE WITH MANUFACTURER AND ELECTRICAL DRAWINGS.
P8 FIRE EXTINGUISHER IN RECESSED CABINET WITHIN 6" WALL. MOUNT 27" FROM FINISH FLOOR TOINSIDE BOTTOM OF CABINET. COORDINATE QUANTITY AND LOCATION WITH FIRE MARSHALL.CABINET SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST TO OPEN.FIRE EXTINGUISHER MAX. HEIGHT 48"
P9 MOP SINK WITH WATER HEATER ABOVE. SEE 8/A5.4 AND PLUMBING DRAWINGS.
P10 FLOOR DRAIN. SEE PLUMBING DRAWINGS.
P11 TACTILE "EXIT" SIGN. SEE DETAIL 3/A0.4.
P12 STOREFRONT SYSTEM. SEE SHEET A2.1. EXTEND STUDS, GYP. BD., AND PLYWOOD TO UNDERSIDEOF STRUCTURE.
P13 SEE STRUCTURAL FOR THE LOCATION/SIZE/SPACING OF THE STEEL POSTS @ LOW WALLS.
P14 2'-2" X 4'-7" @ 1'-1" AF.F. FOR THE ATM OPENING. SEE DETAIL 2/A4.5 AT INTERIOR WALL ANDA2.1. G.C. TO FIELD VERIFY.
P15 ALUMINUM STOREFRONT SYSTEM WITH CLEAR FIXED GLAZING.
P16 RECESSED MOUNTED ELECTRICAL PANELS PER THE ELECTRICAL DRAWINGS
P17 EXISTING EXTERIOR DOORS BY LL TO REMAIN, GC TO REVIEW THE DOOR HARDWAREPER CHASE STANDARDS
P18 EXISTING EXTERIOR FACADE BY LL TO REMAIN.
P19 POWER AND DATA CONDUIT STUB-UP POINT. GC TO INSTALL FLUSH MOUNTED POWER/DATAFLOOR BOX - SEE ELECTRICAL DRAWINGS.
P20 POWER, DATA AND SECURITY CONDUIT STUB-UP POINT. SEE ELECTRICAL DRAWINGS FORFLOOR OUTLET INFORMATION
P21 RECESSED HIGH/LOW SQUARE PUSH PLATE. SEE KEYNOTE P6 FOR ADDITIONAL INFO.
P22 MOTORIZED TELLER SCRIM, SEE 3&4/A5.5.
P23 VESTIBULE WALLS AND ROLL-UP GRILLE SOFFIT SHALL EXTEND TO ROOF STRUCTURE SECUREABOVE CEILING WITH 3/4" PLYWOOD, SEE 1/A5.2.
P24 1'-11 1/2" (W) X 2'-1 1/2" (H) AT 1'-11" A.F.F. OPENING FOR AHD.
P25 2'-2" (W) X 4'-7" (H) AT 1'-11" A.F.F. OPENING FOR ATM. SEE 3/A4.0
P26 PROVIDE BLOCKING AS REQUIRED FOR OPEN SHELVING.
P27 EXISTING ALUMINUM STOREFRONT SYSTEM WITH CLEAR FIXED GLAZING. GC TO COORDINATEINSTALLATION OF ELECTRICAL CONDUIT FOR POWER OPERATED CARD READER/ PULLPADDLES AT BANK MAIN ENTRY.
P28 (E) STRUCTURAL COLUMN WITHIN WALL CAVITY.
P29 ROOF ACCESS LADDER.
P30 (E) GAS METER
P31 (E) ELECTRICAL TRANSFORMER.
P32 ELECTRICAL TO PROVIDE A CONVENIENCE OUTLET AT +18" AFF
P33 (E) EXTERIOR CANOPY ABOVE. SEE A1.4 AND STRUCTURAL DRAWINGS.
P34 ALUMINUM STOREFRONT SYSTEM WITH FILM
P35 RESTRICT DOOR TO SWING IN ONLY.
P36 "KNOX BOX 3200 SERIES," OR APPROVED EQUAL, RECESSED, SECURE-ACCESS KEYVAULT. COLOR: ALUMINUM. COORDINATE FRAMING AND SEAL ALL SIDES OF BOX TIGHTTO FINISHED SURFACE. MOUNTING HEIGHT: +3'-6" AFF TO C.L., CENTERED IN WALL.
P37 GC TO VIF IF RECESSED MOUNTING IS POSSIBLE W/ EXISTING MULLION. NOTIFY THE ARCHITECT IF RECESSEDWILL NOT BE POSSIBLE FOR SURFACE MOUNTING DETAIL.P38 BLOCKING REQUIRED BEHIND WALL FOR DOOR TRACK - TOP OF BLOCKING AT 9'-6" ANDBOTTOM AT 7'-6"
P39 WING WALL TO INCLUDE EXISTING PIPE. GC TO NOTIFY ARCHITECT IF ANYDISCREPANCIES ARE UNCOVERED W/ FIELD CONDITIONS.
P40 DEMOUNTABLE PARTITION SYSTEM WITH INTEGRAL DOORS AND POWER, DATA, ANDSECURITY CONDUIT SYSTEMS. ANCHORED TO BUILDING WALLS, SUBFLOOR, ANDBULKHEADS.
P41 X-HR RATED DEMISING WALL. SEE A2.0 FOR CLARIFICATION
P42 DASH LINE REPRESENTS EXTENT OF BALLISTICS PANEL. SEE WALL TYPE "WJ6" ON A2.0(TO BE CONFIRMED BY THE SECURITY TEAM).
P43 GC TO CONFIRM DIMS OF CLOSET W/ AHD EQUIPMENT VENDOR PRIOR TO FRAMING.
P44 SECURITY MESH INSTALLED ON DEMISING WALL TO 11'-0" AFF ON BANK SIDE, SEE A2.0
P45 EXISTING FOLDING DOORS BY LL TO REMAIN
P46 EXISTING ROOF MELT 24"X24" ACCESS PANELS BY OTHERS.
FLOOR PLAN LEGEND
EXTERIOR WALL CONSTRUCTION - SEE WALL TYPES AND WALL SECTIONSFOR MORE INFORMATION
INTERIOR NON-BEARING PARTITIONS, EXTEND STUDS 6" ABOVE CEILING.SEE STRUCTURAL FOR CONNECTIONS.
INTERIOR NON-BEARING PARTITION FULL HEIGHT WALL. SEE STRUCTURALFOR CONNECTIONS.
INTERIOR NON-BEARING PARTITIONS. OWNER'S EQUIPMENTCONTRACTOR
WALL PARTITION TYPES - REFER TO SHEET A2.0
DOOR INDICATOR - SEE SHEET A2.1 AND A2.2FOR DOOR AND HARDWARE SCHEDULE
KEYNOTE, SEE SCHEDULE
X
###A
P#SCALEFLOOR PLAN 11/4"=1'-0"
N
FLOOR PLAN
A1.1
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11-02-2018222769128
PROJECT INFORMATION BLOCKJOB #DATE:
DRAWN BY:
CHECKED BY:
MODEL
SHEET TITLE
SHEET NUMBER
ISSUE DATE DESCRIPTION
SEAL
ARCHITECT OF RECORD
JB/BR
23
2
E
.
M
A
I
N
S
T
R
E
E
T
,
A
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P
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,
C
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8
1
6
1
1
18.3
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S
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Copyright Reserved
The Contractor shall verify and be responsible for alldimensions. DO NOT scale the drawing - any errors oromissions shall be reported to Stantec without delay. TheCopyrights to all designs and drawings are the propertyof Stantec. Reproduction or use for any purpose otherthan that authorized by Stantec is forbidden.
Architecture Inc.
www.stantec.com
TEL.
224 South Michigan Ave., Ste 1400Chicago, IL 60604312.554.1400
PERMIT SUBMITTAL11/2/18-
1.PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATIONS AT 2'-0" AFF AND8'-0" AFF IN (E) WALLS AND NEW PARTITIONS FOR ALL CASEWORK AND ACCESSORIES.COORDINATE WITH FIXTURE SHOP DRAWINGS.
2.FOR GYP. BD. CEILING AND SOFFIT FINISHES SEE REFLECTED CEILING PLAN.
3.FOR RESTROOM ELEVATIONS SEE A5.1.1.
4.ALL WALLS TO RECEIVE PT-207 & WALL BASE UNLESS NOTED OTHERWISE ON FINISH PLAN.
5.PROVIDE WATER RESISTANT GYP. BD. AT ALL WET LOCATIONS.
6.ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N.
7.ALL DOORS TO BE LOCATED 4" FROM PERPENDICULAR WALL U.O.N.
8.ALL INTERIOR DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE UNLESS OTHERWISENOTED.
9.INTERIOR PARTITIONS ARE 5" WIDE (NOMINAL DIMENSION) - ACTUAL DIMENSION ISSLIGHTLY SMALLER.
10.FIRE EXTINGUISHER CABINET SHALL BE RECESSED WITHIN 6" MIN. WALL.
11.GC SHALL PROVIDE 15 MIL. VAPOR BARRIER (STEGOWRAP) AT ALL INFILLS SLAB.
12.REFER TO SHEET A0.3 FOR SINGLE TOILET ACCOMMODATION ACCESSIBILITY REQUIREMENTS.
13.REFER TO SHEET A0.3 FOR DOOR ACCESSIBILITY REQUIREMENTS.
14.WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION INIBC TABLE 803.11. FLOOR 804.
15.FOR ELECTRICAL RECEPTACLE MOUNTING HEIGHTS TO COMPLY WITH IBC SECTION11B-308.1.2 SEE DETAIL 12/A5.3.
16.WHERE SLAB PATCHING OCCURS SEE DETAIL 4/A5.4.
17.AT ANY CHANGE IN LEVEL SEE DETAIL 6/A0.2.
18.EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY AND FOUNDATION BELOW
FLOOR PLAN GENERAL NOTES
The shell drawingsshow folding doors.The tenant finishdrawings showdifferently. Coordinatethe drawings.
Page: A1.3 FURNITURE AND EQUIPMENT PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail 6/A5.5 has been crossed
out. Reference another detail.
Page: A2.2 HARDWARE SCHEDULE
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide documentation
demonstrating that the proposed
electronic locks comply with
2015 IBC 1010.1.9.9.
Page: A5.1.2 NTERIOR ELEVATIONS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Locker rooms require an
accessible bench per ICC
A117.1-2009 section 803.4.
Page: G-005 WALL TYPES
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide callouts to each wall,
floor, and roof type in the plans,
sections, and/or wall sections.
Revise thermal envelope
Comcheck to use the same
naming labels as these wall,
floor, and roof types.
Page: G-005 WALL TYPES
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
You list all of your walls as
having a fire rating but very few
of your walls require it. This
could cause confusion during
construction and inspection for
dealing with penetrations. I
recommend you only note the
walls that are required to be
rated as rated (the West wall on
the property line, possibly the
roof on top of it, and the elevator
shaft).
DAMAGED AT THE TIME DELIVERY. DAMAGED FURNISHINGS SHALL BE REPLACED
IMMEDIATELY.
3.ALL FURNITURE , BANKING AND OFFICE EQUIPMENT SHALL NOT ENCROACH INTO OR REDUCE
WIDTH OF ADA CLEARANCE AND TURNING RADIUS REQUIREMENTS AS IDENTIFIED ON PLANS.
GC SHALL REVIEW THE ADA STANDARDS AND NOTIFY THE ARCHITECT IF ANY ISSUES.
4.GC SHALL FURNISH THE ITEMS IDENTIFIED ON THE PLAN AND SCHEDULES TO BE DELIVERED TO
THE BANKING CENTER AT THE TIME OF SUBSTANTIAL COMPLETION.
5.ATMS MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS SEE 2/A0.2.
ACCESSIBLE TRANSACTION COUNTER CALCULATION
ACCESSIBLE TRANSACTION COUNTER REQUIRED: 5%
ACCESSIBLE TRANSACTION COUNTER PROVIDED: 1
1 ACCESSIBLE TRANSACTION COUNTER / 2 TELLERS = 50%
50% > 5%, THEREFORE WE COMPLY WITH MINIMUM REQUIRED. REFER TO DETAIL 6/A5.5 FOR
WIDTH AND HEIGHTS OF ACCESSIBLE TRANSACTION COUNTER.
CH
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FURNITURE AND EQUIPMENT PLAN LEGEND
Detail 6/A5.5 has beencrossed out.Reference another
detail.
EXTERIOR DOOR PUSH PLATE LCN 8310-853T SATIN S.S RECESSED IN HINGE JAMB MULLION
INCLUDE LOW HT. AUTO. DOOR BUTT
EXTERIOR DOOR PUSHBAR LCN 8310-836T SATIN S.S RECESSED IN HINGE JAMB MULLION
INCLUDE LOW HT. AUTO. DOOR BUTT
OPTIONAL:
PUSHBAR
BOLLARD
LCN
LCN
8310-3836T
8310-866FLA
AL
AL
36" VERTICAL ACTIVATION COLUMN W
OMIT AT 01A
CLOSER LCN 4111-3077CNS SP28 GRAY PAINT LEFT-HAND LEAF AS VIEWED FROM E
OPENING FORCE REQUIRED TO MAIN
SEALS PEMKO 297AS MILL-FIN. ALUMINUM
SWEEP (2)PEMKO 318AV MILL-FIN. ALUMINUM
THRESHOLD PEMKO 253X3AFG MILL-FIN. ALUMINUM
02
VESTIBULE
BUTT HINGE (6)HAGER BB1191 ANSI A2112 NRP 4.5x4.5 630 SATIN STAINLESS STEEL
REMOVABLE MULLION VON DUPRIN KR4954 SP28 GRAY PAINT
PANIC BAR VON DUPRIN CD99EO 626 SATIN CHROMIUM
PANIC BAR VON DUPRIN CD99NL-OP 626 SATIN CHROMIUM
MORTISE CYLINDER SCHLAGE 20-001/C123 626 SATIN CHROMIUM
MORTISE CYLINDER (2)SCHLAGE 20-001 XQ11-948/C123 626 SATIN CHROMIUM
RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM
OFFSET DOOR PULL (2)IVES 8190-0-O 630 SATIN STAINLESS STEEL
POWER OPERATOR LCN 4640CS POWDER COAT ALUMINUM RIGHT-HAND LEAF AS VIEWED FROM
5)
INTERIOR DOOR PUSH PLATE LCN 8310-853T SATIN S.S RECESSED IN HINGE JAMB MULLION
EXTERIOR DOOR PUSH PLATE LCN 8310-818T SATIN S.S RECESSED IN WALL OPPOSITE ATM/E
KEY SWITCH LCN 8310-806K ---RECESSED IN HINGE JAMB MULLION
SWEEP (2)PEMKO 318AV MILL-FIN. ALUMINUM
CLOSER LCN 4111-3077CNS SP28 GRAY PAINT LEFT-HAND LEAF AS VIEWED FROM E
03
SECURED
BUTT HINGE (3)HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM
ELECTRONIC LOCK SCHLAGE CO-100/C123/SPA 626 SATIN CHROMIUM CYPER LOCK STANDARD MOU
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE- NOT V
FLOOR STOP IVES FS13 / FS17 626 SATIN CHROMIUM AT DOORS OPENING AGAINST WALL;
OVERHEAD STOP GLYNN-JOHNSON 410S 630 SATIN STAINLESS STEEL AT DOORS OPENING AGAINST FURNI
KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8" x 2" LESS THAN D
DOOR SCOPE IPI / DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY, NOTE 1
SILENCERS IVES SR64 GRAY
04
PRIVACY
BUTT HINGE (3)HAGER BB1191 ANSI A22112 4.5x4.5 652 SATIN CHROMIUM
ELECTRONIC LOCK SCHLAGE CO-200/C123/SPA 626 SATIN CHROMIUM WITH PRIVACY FUNCTION - CYPER LO
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE- NOT V
FLOOR STOP IVES FS13 / FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED
KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8" x 2" LESS THAN D
DOOR SCOPE IPI / DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY- OMIT AT SDB VIEW
SILENCERS IVES SR64 GRAY
04A
STANDARD ATSDB VIEWING RM.---ALTERNATE AT
RESTROOMS
BY EXCEPTION
BUTT HINGE (3)HAGER BB1191 ANSI A22112 4.5x4.5 652 SATIN CHROMIUM
PRIVACY LOCK SCHLAGE ND50PD/C123/SPA 626 SATIN CHROMIUM PUSH-BUTTON PRIVACY INTERIOR / K
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT OMIT AT SDB VIEWING ROOMS; DOOR
FLOOR STOP IVES FS13 / FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED
KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8" x 2" LESS THAN D
COAT HOOKS (2)IVES 581 626 SATIN CHROMIUM AT RESTROOMS ONLY, 1 AT 36" AFF,
DOOR SCOPE IPI / DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY- OMIT AT RESTROO
SILENCERS IVES SR64 GRAY
04B
RESTROOM
BUTT HINGE (3)HAGER BB1191 ANSI A22112 4.5x4.5 652 SATIN CHROMIUM
ELECTRONIC LOCK SCHLAGE CO-200/C123/SPA 626 SATIN CHROMIUM WITH PRIVACY FUNCTION - CYPER LO
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE- NOT V
FLOOR STOP IVES FS13 / FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED
KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8" x 2" LESS THAN D
COAT HOOKS (2)IVES 581 626 SATIN CHROMIUM 36" AFF, 1 AT 60" AFF
SILENCERS IVES SR64 GRAY
05PASSAGE BUTT HINGE (3)HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM
PASSAGE LATCH SET SCHLAGE ND10S/SPA 626 SATIN CHROMIUM INCLUDE MILLED GROOVES (/8SP) AT
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE- NOT V
FLOOR STOP IVES FS13 / FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED
KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8" x 2" LESS THAN D
SILENCERS IVES SR64 GRAY
06UTILITY BUTT HINGE (3)HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM
STOREROOM LOCK SET SCHLAGE ND80PD/C123/SPA 626 SATIN CHROMIUM
CLOSER LCN 4011/4010-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE- NOT V
CONCEALED OVERHEAD STOP/HOLDER GLYNN-JOHNSON 410H 630 SATIN STAINLESS STEEL OVERHEAD CONCEALED; OMIT AT LA
KICK PLATE (2)IVES 8400 630 SATIN STAINLESS STEEL 8" x 2" LESS THAN DOOR WIDTH
Provide documentationdemonstrating that the
proposed electronic
locks comply with 2015
IBC 1010.1.9.9.
(35.5")
35.5"
35.5"
S
8'
-
0
"
3'-1 1/2"
5'-
6
"
3'-
5
"
2'-
1
"
1x4 EASED-EDGE S4S POPLAR WITH
COUNTERSUNK SCREWS INTO WALL
BLOCKING CONCEALED BEHIND
HOOKS- PAINT TO MATCH WALL
4"
TYP.
WB-400
50% OF CABINET STORAGE FRONTAGE MUST BE WITHIN
ACCESSIBLE REACH RANGE
LVING FRONTAGE WITHIN REACH RANGE:140"
FING FRONTAGE BEYOND REACH RANGE:(139")4C
1'
-
0
"
WB-400
"
1'-
0
"
3'
-
0
"
Locker rooms require
an accessible bench
per ICC A117.1-2009
section 803.4.
TYPE A
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905CONCRETE MASONRY UNIT WALLSIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE7-5/8" CONCRETE MASONRY UNIT3'' RIGID INSULATION (R-15)STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE B
FIRE RATING -1 HRUL SYSTEM -U4231'-7 1/4" METAL RAINSCREEN OVER STEEL STUD (TOTAL WIDTH)METAL RAINSCREEN -2" METAL RAINSCREENAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -6" STEEL STUDS @ MAX 16" O.C.AIR SPACE -2 1/2" AIR SPACEFRAMING -2 1/2" STEEL STUDS @ MAX 16" O.C.DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDAPPLIED VAPOR BARRIERMETAL RAINSCREEN -2" METAL RAINSCREEN
TYPE A1
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905CONCRETE MASONRY UNIT WALL7-5/8" CONCRETE MASONRY UNITSTEEL STUD -21/2" 20 GA. STEEL STUD @ MAX 24" O.C.AIR SPACE -4" AIR SPACESTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDMETAL RAINSCREEN -2" METAL RAINSCREEN
WALL ASSEMBLIES:FLOOR & ROOF ASSEMBLIES:
SLAB ON GRADE5" CAST IN PLACE CONCTRETE6" GRAVEL
SECOND LEVEL FLOOR
3/4" PLYWOOD3/8" SOUND MAT3/4" PLYWOOD
SECOND LEVEL PLAZA DECK FLOOR2" BRICK PAVERSAIRSPACE8"RIGID INSULATIONWATERPROOFING MEMBRANE3/4" DENS DECK
GABLE ROOFACM WET SEAL SYSTEMEPDM MEMBRANE4" RIGID INSULATION1 1/2" 18 GA. METAL DECK
WOOD SHINGLE ROOFWOOD SHAKE SHINGLEUNDERLAYMENT3/4" PLYWOOD4" RIGID INSULATION3/4" PLYWOOD
TYPE A2 SHEAR WALL
FIRE RATING -2 HR MINIMUMUL SYSTEM -U915CONCRETE MASONRY UNIT WALL
9 5/8" CONCRETE MASONRY UNIT
TYPE A3
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNITSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE B1FIRE RATING -1 HRUL SYSTEM -U423
METAL RAINSCREEN -2" METAL RAINSCREENAPPLIED WATERPROOFMEMBRANE3" RIGID INSULATION (R-15)7 5/8" CONCRETE MASONRY UNITFRAMING -6" STEEL STUDS @ MAX 16" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE C8FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -8" STEEL STUDS @ MAX 16" O.C.7.5" BATT INSULATION (R-30)GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE E
FIRE RATING -1 HR MINIMUMUL U419 or MEA 81-98-MGYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -3 5/8" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
SOUND INSULATION BETWEEN TENANTS
TYPE FFIRE RATING -2 HR MINIMUMUL SYSTEM -U905STAIRS SHAFTCONCRETE MASONRY UNIT WALL
SIDING -3/4" WOOD SIDING AT THE EXTERIOR OF THE WALLFURRING -3/4" VERTICAL WOOD FURRING7-5/8" CONCRETE MASONRY UNIT
TYPE GFIRE RATING -0.5 HR MINIMUMUL U419 or MEA 81-98-M
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE D
FIRE RATING -1 HRUL SYSTEM -U423SIDING -3/4" WOOD SIDINGFURRING -3/4" VERICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNITSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE A4
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905
7-5/8" CONCRETE MASONRY UNIT3" RIGID INSULATION (R-15)STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE E1
FIRE RATING -1 HR MINIMUMUL U419 or MEA 81-98-MGYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -6" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
SOUND INSULATION BETWEEN TENANTS
TYPE D1
FIRE RATING -1 HRUL SYSTEM -U423SIDING -3/4" WOOD SIDINGFURRING -3/4" VERICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNIT
STC: 49DESIGN STC RATING
STC: 49DESIGN STC RATING
TYPE G1
FIRE RATING -0.5 HR MINIMUMUL U419 or MEA 81-98-M
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.
TYPE C6FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -6" STEEL STUDS @ MAX 16" O.C.5.25" BATT INSULATION (R-21)GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
FIREPROOF SEALANT
DEEP LEG DEFLECTION TRACK
STEEL STUD FRAMING, SEE PLAN FOR SIZE AND WALL TYPE
(1) OR (2) LAYER OF TYPE 'X' GYP. BD., SEE PLAN FOR WALL TYPE
ACOUSTICAL SEALANT
1/2"
T
0
1
"
G
A
P
CLIP ANGLE MECHANICALLY FASTENED TO UNDERSIDE OF STRUCTURE, SEE STRUC. DWGS.FIREPROOF SEALANT
MINERAL WOOL FIRESTOP INSULATION
GROUT AND REINFORCEMENT AS REQUIRED
SOLID CMU AT TOP COURSE
FIREPROOF SEALANT
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
As indicated 11/12
/
2
0
1
8
1
0
:
1
2
:
4
7
A
M
G−005
2016−005
11.12.18
WALL TYPES
CO
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232
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1 1/2" = 1'-0"1 DEFLECTION TRACK DETAIL 1 1/2" = 1'-0"2CMU RATED WALL DETAIL
NO.
DATE
BY
REVISION
1
05.09.18
MODIF.SCHEMATIC DESIGN
2
07.13.18
MODIF.DESIGN DEVELOPMENT
3
09.6.18
MODIF.90% PERMIT SET
4
9.25.18
MODIF.PERMIT SET
Provide callouts toeach wall, floor, androof type in the plans,sections, and/or wallsections. Revisethermal envelopeComcheck to use thesame naming labelsas these wall, floor,and roof types.
TYPE AFIRE RATING -2 HR MINIMUMUL SYSTEM -U905CONCRETE MASONRY UNIT WALLSIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE7-5/8" CONCRETE MASONRY UNIT3'' RIGID INSULATION (R-15)STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE BFIRE RATING -1 HRUL SYSTEM -U4231'-7 1/4" METAL RAINSCREEN OVER STEEL STUD (TOTAL WIDTH)METAL RAINSCREEN -2" METAL RAINSCREENAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -6" STEEL STUDS @ MAX 16" O.C.AIR SPACE -2 1/2" AIR SPACEFRAMING -2 1/2" STEEL STUDS @ MAX 16" O.C.DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDAPPLIED VAPOR BARRIERMETAL RAINSCREEN -2" METAL RAINSCREEN
TYPE A1
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905CONCRETE MASONRY UNIT WALL
7-5/8" CONCRETE MASONRY UNITSTEEL STUD -21/2" 20 GA. STEEL STUD @ MAX 24" O.C.AIR SPACE -4" AIR SPACESTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDMETAL RAINSCREEN -2" METAL RAINSCREEN
WALL ASSEMBLIES:FLOOR & ROOF ASSEMBLIES:
SLAB ON GRADE
5" CAST IN PLACE CONCTRETE6" GRAVEL
SECOND LEVEL FLOOR
3/4" PLYWOOD3/8" SOUND MAT3/4" PLYWOOD
SECOND LEVEL PLAZA DECK FLOOR
2" BRICK PAVERSAIRSPACE8"RIGID INSULATIONWATERPROOFING MEMBRANE3/4" DENS DECK
GABLE ROOF
ACM WET SEAL SYSTEMEPDM MEMBRANE4" RIGID INSULATION1 1/2" 18 GA. METAL DECK
WOOD SHINGLE ROOF
WOOD SHAKE SHINGLEUNDERLAYMENT3/4" PLYWOOD4" RIGID INSULATION3/4" PLYWOOD
TYPE A2 SHEAR WALLFIRE RATING -2 HR MINIMUMUL SYSTEM -U915CONCRETE MASONRY UNIT WALL9 5/8" CONCRETE MASONRY UNIT
TYPE A3
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNITSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE B1
FIRE RATING -1 HRUL SYSTEM -U423
METAL RAINSCREEN -2" METAL RAINSCREENAPPLIED WATERPROOFMEMBRANE3" RIGID INSULATION (R-15)7 5/8" CONCRETE MASONRY UNITFRAMING -6" STEEL STUDS @ MAX 16" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE C8
FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -8" STEEL STUDS @ MAX 16" O.C.7.5" BATT INSULATION (R-30)GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE E
FIRE RATING -1 HR MINIMUMUL U419 or MEA 81-98-M
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -3 5/8" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
SOUND INSULATION BETWEEN TENANTS
TYPE F
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905STAIRS SHAFT
CONCRETE MASONRY UNIT WALL
SIDING -3/4" WOOD SIDING AT THE EXTERIOR OF THE WALLFURRING -3/4" VERTICAL WOOD FURRING7-5/8" CONCRETE MASONRY UNIT
TYPE G
FIRE RATING -0.5 HR MINIMUMUL U419 or MEA 81-98-MGYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE D
FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNITSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE A4
FIRE RATING -2 HR MINIMUMUL SYSTEM -U905
7-5/8" CONCRETE MASONRY UNIT3" RIGID INSULATION (R-15)STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE E1
FIRE RATING -1 HR MINIMUMUL U419 or MEA 81-98-MGYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -6" 20 GA. STEEL STUD @ MAX 24" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSOUND INSULATION BETWEEN TENANTS
TYPE D1FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)7-5/8" CONCRETE MASONRY UNIT
STC: 49DESIGN STC RATING
STC: 49DESIGN STC RATING
TYPE G1
FIRE RATING -0.5 HR MINIMUMUL U419 or MEA 81-98-M
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.
TYPE C6FIRE RATING -1 HRUL SYSTEM -U423
SIDING -3/4" WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRINGAPPLIED WATERPROOF MEMBRANE3" RIGID INSULATION (R-15)DENS GLASS -(1) LAYER 5/8" DENS GLASS WITH LIQUIDFRAMING -6" STEEL STUDS @ MAX 16" O.C.5.25" BATT INSULATION (R-21)GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
FIREPROOF SEALANT
DEEP LEG DEFLECTION TRACK
STEEL STUD FRAMING, SEE PLAN FOR SIZE AND WALL TYPE
(1) OR (2) LAYER OF TYPE 'X' GYP. BD., SEE PLAN FOR WALL TYPE
ACOUSTICAL SEALANT
1/2" T
0
1
"
G
A
P
CLIP ANGLE MECHANICALLY FASTENED TO UNDERSIDE OF STRUCTURE, SEE STRUC. DWGS.FIREPROOF SEALANT
MINERAL WOOL FIRESTOP INSULATION
GROUT AND REINFORCEMENT AS REQUIRED
SOLID CMU AT TOP COURSE
FIREPROOF SEALANT
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
As indicated 11/1
2
/
2
0
1
8
1
0
:
1
2
:
4
7
A
M
G−005
2016−005
11.12.18
WALL TYPES
CO
R
E
&
S
H
E
L
L
B
U
I
L
D
I
N
G
232
E
.
M
A
I
N
S
T
.
ASP
E
N
,
C
O
1 1/2" = 1'-0"1DEFLECTION TRACK DETAIL 1 1/2" = 1'-0"2 CMU RATED WALL DETAIL
NO.
DATE
BY
REVISION
1
05.09.18
MODIF.SCHEMATIC DESIGN
2
07.13.18
MODIF.DESIGN DEVELOPMENT
3
09.6.18
MODIF.90% PERMIT SET
4
9.25.18
MODIF.PERMIT SET
You list all of yourwalls as having a firerating but very few ofyour walls require it.This could causeconfusion duringconstruction andinspection for dealingwith penetrations. Irecommend you onlynote the walls that arerequired to be rated asrated (the West wallon the property line,possibly the roof ontop of it, and theelevator shaft).
Page: G-005 WALL TYPES
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
This detail has no insulation.
Page: G-005 WALL TYPES
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide documentation that the
roof assemblies are Class A.
This is typically either an ESR or
UL report. Revise you roof
details to match the report(s).
(Ordinance 40, 2016)
Page: G-007 OCCUPANCY & MEANS OF EGRESS PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The exit access stair qualifies as
designed as the vertical path for
accessible means of egress
(2015 IBC 1009.3). However, a
two-way communication system
complying with 2015 IBC 1009.8
is required at the elevator.
Page: G-007 OCCUPANCY & MEANS OF EGRESS PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure the common path travel
distance from the most remote
point 2' off the walls. Measure
following the angle of the stairs.
Total distance from most remote
point to the exit stair on the main
level (or other protected exit)
may not exceed 75'. I measure
105'-10". 2015 IBC table
1006.3.2(2)
Page: G-007 OCCUPANCY & MEANS OF EGRESS PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure fire separation distance
to the center line of the alley.
This should allow the back walls
to be unrated. 2015 IBC 202.
CONCRETE MASONRY UNIT WALL
SIDING -3/4" WOOD SIDING
FURRING -3/4" VERTICAL WOOD FURRING
APPLIED WATERPROOF MEMBRANE
7-5/8" CONCRETE MASONRY UNIT
3'' RIGID INSULATION (R-15)
STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
TYPE A1
FIRE RATING -2 HR MINIMUM
UL SYSTEM -U905
CONCRETE MASONRY UNIT WALL
7-5/8" CONCRETE MASONRY UNIT
STEEL STUD -21/2" 20 GA. STEEL STUD @ MAX 24" O.C.
AIR SPACE -4" AIR SPACE
STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C.
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
METAL RAINSCREEN -2" METAL RAINSCREEN
TYPE A2 SHEAR WALL
FIRE RATING -2 HR MINIMUM
UL SYSTEM -U915
CONCRETE MASONRY UNIT WALL
9 5/8" CONCRETE MASONRY UNIT
This detail has no
insulation.
FLOOR & ROOF ASSEMBLIES:
SLAB ON GRADE
5" CAST IN PLACE CONCTRETE6" GRAVEL
SECOND LEVEL FLOOR
3/4" PLYWOOD
3/8" SOUND MAT
3/4" PLYWOOD
SECOND LEVEL PLAZA DECK FLOOR
2" BRICK PAVERS
AIRSPACE
8"RIGID INSULATION
WATERPROOFING MEMBRANE
3/4" DENS DECK
GABLE ROOF
ACM WET SEAL SYSTEM
EPDM MEMBRANE
4" RIGID INSULATION
1 1/2" 18 GA. METAL DECK
WOOD SHINGLE ROOF
WOOD SHAKE SHINGLE
UNDERLAYMENT
3/4" PLYWOOD
4" RIGID INSULATION
3/4" PLYWOODOOD FURRING
MBRANE
" DENS GLASS WITH LIQUID
@ MAX 16" O.C.
)
R 5/8" GYPSUM BOARD
OD FURRINGMBRANE
Y UNITSTEEL STUD @ MAX 24" O.C.R 5/8" GYPSUM BOARD
OD FURRING
MBRANE
Y UNIT
Provide
documentation that
the roof assemblies
are Class A. This is
typically either an ESR
or UL report. Revise
you roof details to
match the report(s).
(Ordinance 40, 2016)
DN
1,380
2,0001,380
2,000
MECH. EQ.
ELEV.
ROOF LADDER
8
8.5
9
10
C.2 C.4 E.8 F.8
EXIT
12" A.F.F.
The exit access stair qualifies as
designed as the vertical path for
accessible means of egress
(2015 IBC 1009.3). However, a
two-way communication system
complying with 2015 IBC 1009.8
is required at the elevator.
TRAVEL DISTANCE
EXIT DISCHARGE
LEGEND :
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
EX
I
T
SD SMOKE DETECTOR
3 HR FIRE SEPA
1 HR FIRE SEPARATION
FIRE SEPARATION PER TABLE 602
REQUIRED FIRE SEPARATION PROVIDED FIRE
1 HR FIRE SEPARATION
DISTANCE
X ≤5
5 ≤X <10
X ≥30
10 ≤X <30
1 HR FIRE SEPARATION
0 HR FIRE SEPARATION
0 HR FIRE SEPARATION
3 HR FIRE SEPA
0 HR FIRE S
0 HR FIRE S
2 HR FIRE SEPARATION
SECOND FLOOR
TENANT SPACE- 'B'
200
76
'
-0''
T
R
A
V
E
L
D
I
S
T
A
N
C
E
Measure the common
path travel distance
from the most remote
point 2' off the walls.
Measure following the
angle of the stairs.
Total distance from
most remote point to
the exit stair on the
main level (or other
protected exit) may
not exceed 75'. I
measure 105'-10".
2015 IBC table
1006.3.2(2)
UP
DN
1,380
2,0001,380
2,000
TRAVEL DISTANCE
EXIT DISCHARGE
LEGEND :
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
EXI
T
SD SMOKE DETECTOR
CONSTRUCTION TYPE: TYPE V-B , NEW CONSTRUCTION , FULLY SPRINKLEREDTOTAL EXTIS : ONE EXIT PER SPACE PROVIDED.ONE EXIT REQUIRED PER TABLE 1006.2.1.
OCCUPANCY CLASS: B
FULLY SPRINKLERED BUILDING WITH FIRE ALARM STATIONTWO STORY BUILDING AREA : 6,111.6 S.F.BUILDING HEIGHT : 13' 0"
ESTIMATED TOTAL OCCUPANTS : AREA/ 100 GROSS (PER TABLE 1004.1.2)61.2 = 62 OCCUPANT
DOORWAY EXIT WIDTH REQUIRED FOR SPRINKELRED BUILDING 62X.15= 9.3", MIN REQ. = 36"
ACTUAL DOORWAY WIDTHS:DOOR #1: (1) @ 36"W = 36"
TOTAL DOORWAY WIDTH SUPPLIED = 36" (COMPLIES)
STAIRWAY EXIT WIDTH REQUIRED FOR A SPRINKLERED BUILDING:62 x .2 INCHES PER PERSON =12.4 INCHES REQUIRED. (44" MIN.)ACTUAL WIDTHS:STAIR #1: (1) @ 44"W = 44"TOTAL STAIRWAY WIDTH SUPPLIED = 44" (COMPLIES)
MAX LENGTH REQUIRED (EXIT ACCESS TRAVEL W/ SPRINKLERS): 250'-0"MAX LENGTH PROVIDED: 84' 6'' (COMPLIES)
HORIZONTAL REQ'D. SEPARATION OF OCCUPANCIES
FLOOR OCCUPANCY
MAIN
SEPARATION
N = NO SEPARATION REQUIRED
NSECOND LEVEL B
B
3 HR FIRE SEPARATION
1 HR FIRE SEPARATION
FIRE SEPARATION PER TABLE 602
REQUIRED FIRE SEPARATION PROVIDED FIRE SEPARATION
1 HR FIRE SEPARATION
DISTANCE
X ≤5
5 ≤X <10
X ≥30
10 ≤X <30
1 HR FIRE SEPARATION
0 HR FIRE SEPARATION
0 HR FIRE SEPARATION
3 HR FIRE SEPARATION
0 HR FIRE SEPARATION
0 HR FIRE SEPARATION
2 HR FIRE SEPARATION
OUTDOOR DECK
TENANT SPACE 'A'100
TENANT SPACE 'B'LOBBY101
FENCED EXTERIORTRASH AND UTILITYAREA103
MECH. RM.102
ELEV.
94' 6'' TRAVEL DISTANCE
57' 6'' TRAVEL DISTANCE
31' 7'' TRAVEL DISTANCE
3"
10'-
0
"
5'-3"
5'-0"
74'-9 1/2"
56'-6 5/8"
2
3
4
5
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
3'-0"
EX
I
T
EX
I
T
6'-0
"
5'-1
1
7
/
8
"
12" A.F.F.
EXI
T
12" A.F.F.
EX
I
T
EGRESSACCESS STAIR
31'
0
'
'
T
R
A
V
E
L
D
I
S
T
A
N
C
E
OPEN TO BELOW
OUTDOOR TERRACE
MECH. EQ.
SECOND FLOORTENANT SPACE- 'B'200
ELEV.
76'-0''
T
R
A
V
E
L
D
I
S
T
A
N
C
E
ROOF LADDER
2
3
4
5
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
EXIT12" A.F.F.
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
2016−005
11.12.18
CO
R
E
&
S
H
E
L
L
B
U
I
L
D
I
N
G
23
2
E
.
M
A
I
N
S
T
.
AS
P
E
N
,
C
O
NO.
DATE
BY
REVISION
1
05.09.18
MODIF.SCHEMATIC DESIGN
2
07.13.18
MODIF.DESIGN DEVELOPMENT
3
09.6.18
MODIF.90% PERMIT SET
4
9.25.18
MODIF.PERMIT SET
Measure fire
separation distance tothe center line of thealley. This should allowthe back walls to beunrated. 2015 IBC202.
Page: G-007 OCCUPANCY & MEANS OF EGRESS PLANS
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
The elevator shaft connects only
2 stories, requiring only 1 hour
fire separation. 2015 IBC 713.4.
Page: G-008 FIRE RESISTANCE SITE PLAN
File Name: Architectural.232 E. Main St.2018.11.pdf
Subject: Transformer
Author: nickt
Color:
City of Aspen Transformer /
Building Separation
Requirements.
Indicate the quantity of oil in the
transformer and if the oil is FM
approved fluid or mineral oil.
Indicate the construction of the
adjacent building and the
distance from the transformer.
Demonstrate compliance with
the table below:
Page: [1] E1.0
File Name: Electrical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide time-switch controls and
daylight responsive controls as
required by 2015 IECC C405.2.2
and C405.2.3.
Electrical.232 E. Main St.2018.11.pdf (3)
Page: [3] 18029-E1 (D-64)-E2.0
File Name: Electrical.232 E. Main St.2018.11.pdf
Subject: Electrical Code
Author: mitchm
Color:
MDP location behind enclosure
to be verified by COA Electric
Dept if applicable & COA Fire
Dept
Page: [5] 18029-E1 (D-64)-E2.2
File Name: Electrical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide automatic controls
including timer and temperature
sensor for the ice melt system
per Ordinance 11, 2011.
DN2,000
2,000
TRAVEL DISTANCE
EXIT DISCHARGE
LEGEND :
CEILING MOUNTED EXIT SIGN
T
ESTIMATED TOTAL OCCUPANTS : AREA/ 100 GROSS (PER TABLE 1004.1.2)
61.2 = 62 OCCUPANT
DOORWAY EXIT WIDTH REQUIRED FOR SPRINKELRED BUILDING
62X.15= 9.3", MIN REQ. = 36"
ACTUAL DOORWAY WIDTHS:
DOOR #1: (1) @ 36"W = 36"
TOTAL DOORWAY WIDTH SUPPLIED = 36" (COMPLIES)
STAIRWAY EXIT WIDTH REQUIRED FOR A SPRINKLERED BUILDING:
62 x .2 INCHES PER PERSON =
12.4 INCHES REQUIRED. (44" MIN.)
ACTUAL WIDTHS:
STAIR #1: (1) @ 44"W = 44"
TOTAL STAIRWAY WIDTH SUPPLIED = 44" (COMPLIES)
MAX LENGTH REQUIRED (EXIT ACCESS TRAVEL W/ SPRINKLERS): 250'-0"
MAX LENGTH PROVIDED: 84' 6'' (COMPLIES)
HORIZONTAL REQ'D. SEPARATION OF OCCUPANCIES
FLOOR OCCUPANCY
MAIN
SEPARATION
N = NO SEPARATION REQUIRED
N
SECOND LEVEL B
B
1 HR FIRE SEPARATION
2 HR FIRE SEPARATION
Q.
SECOND FLOOR
TENANT SPACE- 'B'
200
ELEV.
76
'
-0''
T
R
A
V
E
L
D
I
S
T
A
N
C
E
EXIT
12" A.F.F.
The elevator shaft
connects only 2
stories, requiring only
1 hour fire separation.
2015 IBC 713.4.
T
A
PROP
2 ST
BUIL
HIS
T
O
R
I
C
C
O
R
T
I
N
A
L
O
D
G
E
10
'
-
0
"
13'-0"
5'-3
"
4'-9
"
TRANSFORMER
3"
10'
-
2
3
/
8
"
10.
1
9
5
'
C/L R.O.W.
City of Aspen Transformer / Building Separation Requirements.
Indicate the quantity of oil in the transformer and if the oil is FM approved fluid or mineral oil. Indicate the construction of the adjacent
building and the distance from the transformer. Demonstrate compliance with the table below:
E.
M
A
I
N
S
T
.
PA
T
I
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ADJACENT TENANT
NOT PART OF
CHASE
INSULATED STOREFRONT INSULATED STOREFRONT
UP
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30A-1PNEMA-1
30A-1PNEMA-1
3.ALL EXIT SIGNS SHALL BE PROVIDED WITH A 90 MINUTE EMERGENCY BATTERY PACK ANDCONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY LOCAL SWITCHING. ALL FIXTURESWITH EMERGENCY BATTERY PACKS ARE NOTED WITH EM AND CONNECTED TO BECONTROLLED AS INDICATED UNLESS OTHERWISE NOTED. PROVIDE SEPARATED IDENTIFIEDNEUTRALS FOR EMERGENCY LIGHTS AND EXIT SIGNS.
4.INSTALL JUNCTION BOXES FOR SIGNAGE AS CLOSE TO CENTER OF SIGNAGE AS POSSIBLE.
5.COORDINATE LOCATIONS OF ALL LUMINARIES WITH ARCHITECTURAL DRAWINGS. NOTIFYARCHITECT OF ANY DISCREPANCIES.
6.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LOW VOLTAGE WIRING FOR LIGHTINGCONTROL SYSTEM AS REQUIRED. VERIFY QUANTITY AND REQUIREMENTS WITHMANUFACTURER PRIOR TO WORK
7.CONTRACTOR TO PROVIDE A FULLY OPERATIONAL LIGHTING CONTROL SYSTEM.
8.SECURELY FASTEN EACH RECESSED LIGHT FIXTURE TO THE CEILING SYSTEM WITH APPROPRIATESUPPORT BRACKETS AND CLIPS PER INDUSTRY STANDARDS.
9.DAINTREE WIRELESS DEVICE CONTROLS REPLACE TYPICAL HARDWIRED SWITCHING ANDWIRING REQUIREMENTS, THE CONDUIT SYSTEM IS NOT REQUIRED FOR THE CONTROL DEVICESASSOCIATED WITH THE BMS SYSTEM UNLESS OTHERWISE NOTED.
SCALEELECTRICAL REFLECTED CEILING PLAN 11/4"=1'-0"
1.LUMINAIRES INDIACTED AS 'SE' SHALL BE CONTROLLED WITH OTHER FIXTURES WITHIN THESPECIFIED ZONE. THEY SHALL BE PROVIDED WITH ALL REQUIRED CONTROL DEVICES TOSYNCHRONIZE WITHIN THE ZONE LUMINAIRES.
2.ALL LUMINAIRES CONTAINED IN A DEFINED ZONE MUST BE DAISY CHAINED WITH 0-10VDIMMING WIRE TO THE RESPECTIVE ZONE WA100-PM
3.ALL LUMINAIRES SHALL BE 0-10V DIMMING FOR DAINTREE TO PROVIDE DIMMING CONTROL.
4.ALL WA100-PM WIRELESS ADAPTERS SHALL BE PROVIDED WITH UNINTERRUPTED POWER ANDSWITCH THE RESPECTIVE LUMINAIRES IN SPECIFIED ZONE. ZONES ARE LABELED BY LETTER.
5.ELECTRICAL CONTRACTOR SHALL PERFORM WIRELESS ADAPTER TEST DURING/POST INSTALL.SEE WA100-PM INSTALLATION GUIDE FOR INSTRUCTIONS.
6.REFER TO ELECTRICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND WIRING DIAGRAMS.
DAINTREE CONTROL NOTES
4 EXTERIOR BUILDING SIGNAGE PHOTOCELL TIMER SOFTWARE CONTROL WIRELESS5EXTERIOR-FACING INTERIOR SIGNAGE AND/OR WALL-WASH CANS TIMER TIMER SOFTWARE CONTROL WIRELESS
6 NOT USED
7 NOT USED
8 VESTIBULE (ALWAYS ON)------------1
9 DESK PENDANTS (ALWAYS ON)------------3
10A, 10B…NOT USED ------11A, 11B..LOBBY RECESSED CANS ------WALL DIMMER AT PRINTERS 2
12A, 12B NOT USED ------2
13 NOT USED ------2
14A, 14B…OFFICE AND CONFERENCE GRID STRIP TROFFERS OCC. SENSOR OCC. SENSOR WALL DIMMER ROOM WALL 5
15 SERVICE HALLWAYS WITH EMPLOYEE-ONLY ACCESS OCC. SENSOR OCC. SENSOR WALL DIMMER ROOM WALL
16 FILE / PRINT ROOM OCC. SENSOR OCC. SENSOR ------17A, 17B…JANITOR CLOSET, OTHER NON-DATA UTILITY ROOM OCC. SENSOR OCC. SENSOR ------6
18 LOUNGE OCC. SENSOR OCC. SENSOR WALL DIMMER ROOM WALL
19 TELLER LINE OCC. SENSOR OCC. SENSOR WALL DIMMER ROOM WALL
20 NOT USED ------------
21A, 21B…RESTROOMS OCC. SENSOR OCC. SENSOR WALL DIMMER ROOM WALL22A, 22B…NOT USED ------
23 NOT USED ------
24 ROOF CENTRIFUGAL EXHAUST FAN SEE NOTES SEE NOTES ------4
25A, 25B…NOT USED ------4
NOTES:
1 PROVIDE DAYLIGHT-HARVEST DIMMING WITH PHOTOCELL CONTROL ONLY WHERE REQD. BY CODE
2 PROVIDE PILOT LIGHT SWITCH WHERE FIXTURES ARE NOT VISIBLE FROM SWITCH LOCATION
3 INCLUDE WITH BMS CONTROL FOR FUTURE PROGRAM ASSIGNMENT
4 ROOF CENTRIFUGAL EXHAUST FAN SHALL BE 4-WAY CONTROLLED ON/OFF BY FOUR DEVICES: ONE OCCUPANCY SENSOR EACH IN THE TWO RESTROOMS AND JANITOR CLOSET, AND THE TIMER SWITCH IN THELOUNGE.
5 UTILITY ROOM LIGHTING FIXTURES ARE PROVIDED WITH INTEGRAL OCCUPANCY SENSOR.
ELECTRICAL REFLECTEDCEILING PLAN
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10-19-2018222769128PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:
CHECKED BY:
MODEL
SHEET TITLE
SHEET NUMBER
ISSUE DATE DESCRIPTION
SEAL
ARCHITECT OF RECORD
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Copyright ReservedThe Contractor shall verify and be responsible for alldimensions. DO NOT scale the drawing - any errors oromissions shall be reported to Stantec without delay. Th Copyrights to all designs and drawings are the propertyof Stantec. Reproduction or use for any purpose otherthan that authorized by Stantec is forbidden.
Architecture Inc.
www.stantec.comTEL.
224 South Michigan Ave., Ste 1400Chicago, IL 60604312.554.1400
PERMIT SUBMITTAL11/02/2018-
AB
Provide time-switchcontrols and daylightresponsive controls asrequired by 2015IECC C405.2.2 andC405.2.3.
FENCED EXTERIOR
TRASH AND UTILITY
AREA
103
ELEV.
C.2 C.4 E.8
D.S.
M ELEVATOR
J ELEV LTS
ELEV FANJ
B-2,4,6
B-8
PANEL
UH
1
M TO
B-10
B-12
HOUSE-1
OUSE-9 SUB P/C
+90" AFF TENANT
TV & PHONE
BACKBOARD
PANEL
B
PANEL
HOUSE
MAINS
B-15
B-17
10'-1118"
6'
-
2
78"
MDP location behind enclosure to be
verified by COA Electric Dept if applicable
& COA Fire Dept
BY TYCO THERMAL CONTROLS. EQUAL MANUFACTURERS ACCEPTED.
PROVIDE ONE RUN OF HEAT TRACE CABLE IN ALL GUTTERS.
Provide automatic controls
including timer and temperature
sensor for the ice melt system per
Ordinance 11, 2011.
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting TI.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
All COMchecks should be on the
same version. Current version is
4.1.1.0.
Energy Code Compliance Comcheck interior lighting TI.232 E. Main St.2018.11.pdf (4)
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting TI.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a mechanical
COMcheck for the tenant finish
equipment. The already
submitted mechanical
COMcheck pertains to the core
and shell, not the tenant finish.
Page: 2
File Name: Energy Code Compliance Comcheck interior
lighting TI.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Include the two L-2 fixtures from
Corridor 114 in the COMcheck.
Page: 2
File Name: Energy Code Compliance Comcheck interior
lighting TI.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
There is only 1 light fixture in the
janitor room
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting.232 E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
The architectural sheets show
the occupancies as being B
(business), not retail. Revise.
Energy Code Compliance Comcheck interior lighting.232 E. Main St.2018.10.pdf (5)
All COMchecks should
be on the same
version. Current
version is 4.1.1.0.
Provide a mechanical
COMcheck for the tenant
finish equipment. The
already submitted
mechanical COMcheck
pertains to the core and
shell, not the tenant finish.
Include the two L-2
fixtures from Corridor
114 in the COMcheck.
There is only 1 light
fixture in the janitor
room
The architectural
sheets show the
occupancies as being
B (business), not
retail. Revise.
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting.232 E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Choose the same additional
efficiency package as the other
COMchecks so they are all
coordinated. 2015 IECC C406.
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting.232 E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Fill out the site, agent, and
designer fields.
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting.232 E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
All COMchecks should be on the
same version. Current version is
4.1.1.0.
Page: 1
File Name: Energy Code Compliance Comcheck interior
lighting.232 E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Label this interior lighting
COMcheck as being the core
and shell one.
Page: 1
File Name: Energy Code Compliance Comcheck.232 E. Main
St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
None of the wall assemblies
match any of the COMcheck
walls. Coordinate COMcheck
with architectural wall
assemblies.
Energy Code Compliance Comcheck.232 E. Main St.2018.10.pdf (5)
Choose the same
additional efficiency
package as the other
COMchecks so they
are all coordinated.
2015 IECC C406.
Fill out the site, agent,
and designer fields.
All COMchecks should
be on the same
version. Current
version is 4.1.1.0.
Label this interior
lighting COMcheck as
being the core and
shell one.
2-Second Floor (Office) : Nonresidential 1686
Envelope Assemblies
Assembly Cavity
R-Value
Cont.
R-Value
Proposed
U-Factor
Budget U-
Factor(a)
Gross Area
or
Perimeter
Roof 1 wood shigles: Attic Roof with Wood Joists, [Bldg. Use 2 -
Second Floor]
2322 0.0 24.0 0.039 0.021
Roof 2 gable structure: Insulation Entirely Above Deck, [Bldg. Use 1 -
Ground Floor]
2195 ---24.0 0.040 0.028
Roof 2 flat: Insulation Entirely Above Deck, [Bldg. Use 1 - Ground Floor]1224 ---42.0 0.023 0.028
Floor 1: Slab-On-Grade:Unheated, Vertical 4 ft., [Bldg. Use 1 - Ground
Floor] (d)
275 ---15.0 0.450 0.520
NORTH
Exterior North Wall: Concrete Block:8", Partially Grouted, Cells Empty,
Normal Density, Furring: Metal, [Bldg. Use 1 - Ground Floor]
1180 0.0 19.5 0.044 0.071
Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370
EAST
Exterior East Wall: Steel-Framed, 16" o.c., [Bldg. Use 1 - Ground Floor]1281 19.0 18.0 0.037 0.064
Window 3 around door: Metal Frame with Thermal Break:Fixed, Perf.
Specs.: Product ID PORTELLA, SHGC 0.18, PF 0.14, VT 0.43, [Bldg.
Use 1 - Ground Floor] (c)
60 ------0.290 0.290
Window 4 around door: Metal Frame with Thermal Break:Fixed, Perf.
Specs.: Product ID PORTELLA, SHGC 0.18, PF 0.14, VT 0.34, [Bldg.
Use 1 - Ground Floor] (c)
61 ------0.290 0.290
Project Title:
Data filename:
232 MAIN ST.
X:\Aspen\2016-005 232 E Main St\municipal\232 MAIN ST 9-05.cck
09/05/18Report date:
151 ofPage
None of the wall
assemblies match any
of the COMcheck
walls. Coordinate
COMcheck with
architectural wall
assemblies.
Page: 1
File Name: Energy Code Compliance Comcheck.232 E. Main
St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Include the sloped
glazing/skylight in the comcheck.
Page: 1
File Name: Energy Code Compliance Comcheck.232 E. Main
St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
All COMchecks should be on the
same version. Current version is
4.1.1.0.
Page: 1
File Name: Energy Code Compliance Comcheck.232 E. Main
St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
None of the CMU wall
assemblies have R19.5
continuous insulation. Some of
them have R-15. Coordinate
COMcheck with the plans. Use
the same nomenclature as
G-005 to label each element.
Page: 3
File Name: Energy Code Compliance Comcheck.232 E. Main
St.2018.10.pdf
Subject: Group
Author: nickt
Color:
Your details lack slab edge
insulation. Slab-on-grade floors
with a floor surface less than 24"
below grade must have
insulation extending downward
from the top of the slab on the
outside or inside of the
foundation wall.The insulation
must be extended for by any
combination of vertical
insulation, insulation extending
under the slab or insulation
extending out from the building.
See the details below for
examples. As currently drawn,
revise COMcheck to show 0 for
slab edge insulation. 2015 IECC
C402.2.5
Page: 1
File Name: Energy Code Mechanical Compliance For.232 E.
Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Fill out the owner/agent portion
of the comcheck.
Energy Code Mechanical Compliance For.232 E. Main St.2018.10.pdf (3)
1200 W Lake St Suite 200
Chicago, IL 60607
312-714-8519
bhribar@centaurco.com
High efficiency HVAC. Systems that do not meet the performance requirement will be identified in th
report.
Additional Efficiency Package(s)
Building Area Floor Area
1-Ground Floor (Office) : Nonresidential 4341
2-Second Floor (Office) : Nonresidential 1686
Envelope Assemblies
Assembly Cavit
R-Valu
Gross Area
or
Perimeter
Roof 1 wood shigles: Attic Roof with Wood Joists, [Bldg. Use 2 -
Second Floor]
2322 0.0
Roof 2 gable structure: Insulation Entirely Above Deck, [Bldg. Use 1 -
Ground Floor]
2195 ---
Roof 2 flat: Insulation Entirely Above Deck, [Bldg. Use 1 - Ground Floor]1224 ---
Floor 1: Slab-On-Grade:Unheated, Vertical 4 ft., [Bldg. Use 1 - Ground
Floor] (d)
275 ---
NORTH
Exterior North Wall: Concrete Block:8", Partially Grouted, Cells Empty,
Normal Density, Furring: Metal, [Bldg. Use 1 - Ground Floor]
1180 0.0
Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Ground Floor]21 ---
EAST
Exterior East Wall: Steel-Framed, 16" o.c., [Bldg. Use 1 - Ground Floor]1281 19.0
Include the sloped glazing/skylight in the
comcheck.
Software Version 4.1.0.0
e Compliance Certificate
2015 IECC
New Construction
1/2018
33%
Aspen, Colorado
7
232 MAIN ST.
All COMchecks should
be on the same
version. Current
version is 4.1.1.0.
COMcheck Software Version 4.1.0.0
Envelope Compliance Certificate
Project Title:
2015 IECC
Project Type:New Construction
Permit Date:1/2018
Vertical Glazing / Wall Area:33%
Location:Aspen, Colorado
Climate Zone:7
Construction Site:
232 E. MAIN ST.
Aspen, CO 81611
Owner/Agent:
Brad Hribar
Centaur Construction1200 W Lake St Suite 200
Chicago, IL 60607312-714-8519
bhribar@centaurco.com
Designer/Contractor:
Steve Coughlin
modif. architecture1200 W Lake St Suite 200
Chicago, IL 60607708-261-2611
steve.coughlin@modifarchitecture.c
om
Project Information
Energy Code:
232 MAIN ST.
High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist
report.
Additional Efficiency Package(s)
Building Area Floor Area
1-Ground Floor (Office) : Nonresidential 4341
2-Second Floor (Office) : Nonresidential 1686
Envelope Assemblies
Assembly Cavity
R-Value
Cont.
R-Value
Proposed
U-Factor
Budget U-
Factor(a)
Gross Area
or
Perimeter
Roof 1 wood shigles: Attic Roof with Wood Joists, [Bldg. Use 2 -
Second Floor]
2322 0.0 24.0 0.039 0.021
Roof 2 gable structure: Insulation Entirely Above Deck, [Bldg. Use 1 -
Ground Floor]
2195 ---24.0 0.040 0.028
Roof 2 flat: Insulation Entirely Above Deck, [Bldg. Use 1 - Ground Floor]1224 ---42.0 0.023 0.028
Floor 1: Slab-On-Grade:Unheated, Vertical 4 ft., [Bldg. Use 1 - Ground
Floor] (d)
275 ---15.0 0.450 0.520
NORTH
Exterior North Wall: Concrete Block:8", Partially Grouted, Cells Empty,
Normal Density, Furring: Metal, [Bldg. Use 1 - Ground Floor]1180 0.0 19.5 0.044 0.071
Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370
EAST
Exterior East Wall: Steel-Framed, 16" o.c., [Bldg. Use 1 - Ground Floor]1281 19.0 18.0 0.037 0.064
Window 3 around door: Metal Frame with Thermal Break:Fixed, Perf.
Specs.: Product ID PORTELLA, SHGC 0.18, PF 0.14, VT 0.43, [Bldg.
Use 1 - Ground Floor] (c)
60 ------0.290 0.290
Window 4 around door: Metal Frame with Thermal Break:Fixed, Perf.
Specs.: Product ID PORTELLA, SHGC 0.18, PF 0.14, VT 0.34, [Bldg.
Use 1 - Ground Floor] (c)
61 ------0.290 0.290
Project Title:
Data filename:
232 MAIN ST.
X:\Aspen\2016-005 232 E Main St\municipal\232 MAIN ST 9-05.cck
09/05/18Report date:
151 ofPage
None of the CMU wall
assemblies have
R19.5 continuous
insulation. Some of
them have R-15.
Coordinate COMcheck
with the plans. Use the
same nomenclature as
G-005 to label each
element.
Envelope Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed envelope systems have been
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.0.0 and to comply with any applicable mandatoryrequirements listed in the Inspection Checklist.
Name - Title Signature Date
Envelope PASSES: Design 1% better than code
Project Title:
Data filename:
232 MAIN ST.
X:\Aspen\2016-005 232 E Main St\municipal\232 MAIN ST 9-05.cck
09/05/18Report date:
153 ofPage
Your details lack slab edge insulation.
Slab-on-grade floors with a floor surface less
than 24" below grade must have insulation
extending downward from the top of the slab
on the outside or inside of the foundation
wall.The insulation must be extended for by
any combination of vertical
insulation, insulation extending under the slab
or insulation extending out from the building.
See the details below for examples. As
currently drawn, revise COMcheck to show 0
for slab edge insulation. 2015 IECC C402.2.5
COMcheck Software Version 4.0.8.1
Mechanical Compliance Certificate
e:
2015 IECC
pe:New Construction
Aspen, Colorado
ne:7
on Site:
ain St
CO 81611
Owner/Agent:Designer/Contractor:
Alex Timberlake
AEC
40801 US Hwy 6
Ste 214
Avon, CO 81620
970-748-8520
alex@aec-vail.com
Information
de:
232 E Main Core and Shell
nterior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations.
nal Efficiency Package(s)
Fill out the
owner/agent portion of
the comcheck.
Page: 1
File Name: Energy Code Mechanical Compliance For.232 E.
Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
All COMchecks should be on the
same version. Current version is
4.1.1.0.
Page: 1
File Name: Energy Code Mechanical Compliance For.232 E.
Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
The thermal envelope
COMcheck calls out higher
efficiency mechanical equipment
as the chosen additional
efficiency package (2015 IECC
C406). Coordinate the
COMchecks to choose the same
additional efficiency package
and demonstrate compliance.
Software Version 4.0.8.1
ical Compliance Certificate
2015 IECC
New Construction
Aspen, Colorado
7
232 E Main Core and Shell
All COMchecks should
be on the same
version. Current
version is 4.1.1.0.
COMcheck Software Version 4.0.8.1
Mechanical Compliance Certificate
Project Title:
2015 IECC
Project Type:New Construction
Location:Aspen, Colorado
Climate Zone:7
Construction Site:
232 E Main St
Aspen, CO 81611
Owner/Agent:Designer/Contractor:
Alex Timberlake
AEC40801 US Hwy 6
Ste 214Avon, CO 81620
970-748-8520alex@aec-vail.com
Project Information
Energy Code:
232 E Main Core and Shell
Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations.
Additional Efficiency Package(s)
Mechanical Systems List
Quantity System Type & Description
Heating: 1 each - Central Furnace, Gas, Capacity = 150 kBtu/h
Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et
Cooling: 1 each - Single Package DX Unit, Capacity = 73 kBtu/h, Evaporatively Cooled Condenser, Air Economizer
Proposed Efficiency = 12.80 EER, Required Efficiency: 11.90 EER + 12.1 IEER
Fan System: RTU-1 FAN -- Compliance (Brake HP method) : Passes
Fans:
RTU 1 FAN Supply, Multi-Zone VAV, 3000 CFM, 5.0 motor nameplate hp, 2.4 design brake hp (2.4 max. BHP), 80.0 fan efficiency
grade
1 RTU-1 (Multiple-Zone):
Heating: 1 each - Central Furnace, Gas, Capacity = 150 kBtu/h
Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et
Cooling: 1 each - Single Package DX Unit, Capacity = 87 kBtu/h, Air-Cooled Condenser, Air Economizer
Proposed Efficiency = 13.50 EER, Required Efficiency: 11.00 EER + 12.6 IEER
Fan System: RTU-1 FAN -- Compliance (Brake HP method) : Passes
Fans:
RTU 1 FAN Supply, Multi-Zone VAV, 3000 CFM, 5.0 motor nameplate hp, 2.4 design brake hp (2.4 max. BHP), 80.0 fan efficiency
grade
1 RTU-2 (Multiple-Zone):
Heating: 1 each - Central Furnace, Gas, Capacity = 72 kBtu/h
Proposed Efficiency = 82.00% Et, Required Efficiency = 80.00% Et
Cooling: 1 each - Single Package DX Unit, Capacity = 30 kBtu/h, Air-Cooled Condenser, Air Economizer
Proposed Efficiency = 15.50 SEER, Required Efficiency: 14.00 SEER
Fan System: RTU-3 FAN -- Compliance (Brake HP method) : Passes
1 RTU-3 (Multiple-Zone):
The thermal envelope
COMcheck calls out
higher efficiency
mechanical equipment
as the chosen
additional efficiency
package (2015 IECC
C406). Coordinate the
COMchecks to choose
the same additional
efficiency package
and demonstrate
compliance.
Page: 1
File Name: Glazing Specification.232 E. Main St.2018.09.pdf
Subject: PlanCheck
Author: nickt
Color:
Some of your skylights,
windows, and exterior doors
appear to be site built storefront
types. Either verify that all of
your windows and doors will be
factory assembled with NFRC
certification (which requires a
label applied to the window/door
assembly and verified at field
inspection) or verify U-factors
using one of the following
options per City policy:
-Default values from 2015 IECC
tables C303.1.3(1) C303.1.3(2),
R303.1.3(1), or R303.1.3(2).
-Default values from Table 4
U-Factors for Various
Fenestration Products in 2013
ASHRAE Fundamentals
Handbook chapter 15, pg. 15.3.
To document the chain of
custody, a certificate, affidavit or
other evidence from the
manufacturer confirming
compliance with the above
method is required.
-Calculation methods in 2013
ASHRAE Fundamentals
Handbook chapter 15, pg. 15.3:
“U-Factor (Overall Coefficient of
Heat Transfer)”. A calculation is
required for the standard NFRC
window size of 47.2” x 47.2”. To
document the chain of custody,
a certificate, affidavit or other
evidence from the manufacturer
confirming compliance with the
above calculation is required.
-U-ratings by an
NFRC–accredited lab in
accordance with NFRC-100. To
document the chain of custody,
verification labels affixed to the
units by an accredited
independent inspection agency
or a certificate, affidavit or other
evidence from the manufacturer
confirming compliance with the
above simulation or testing.
Glazing Specification.232 E. Main St.2018.09.pdf (1)
Page: [1] 18029 - M1(D-48)-M1.0
File Name: Mechanical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Windows are 0.29 and 0.27 U
factor per the COMcheck.
Coordinate.
Mechanical.232 E. Main St.2018.11.pdf (4)
232 E. Main St.
Aspen, Colorado
Glazing Specification
09.05.2018
modif. architecture 1200 west lake street suite 200 chicago, il 60607 312.288.2009
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Windows are 0.29 and
0.27 U factor per the
COMcheck.
Coordinate.
Page: M1.1
File Name: Mechanical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Indicate if returns are ducted
from each location or if using the
above ceiling space as a
plenum. If plenum, indicate
plenum rated wiring requirement
on electrical sheets.
Page: M1.1
File Name: Mechanical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
This wall is not fire rated,
therefore dampers are not
required. 2015 IBC 508.
Page: M1.1
File Name: Mechanical.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide ventilation out door air
CFM calculations per 2015 IMC
403.
Page: 3
File Name: Special Inspections and Testing Agreement.232
E. Main St.2018.10.pdf
Subject: PlanCheck
Author: nickt
Color:
Fabricator will need to sign the
special inspection agreement
prior to permit approval.
Special Inspections and Testing Agreement.232 E. Main St.2018.10.pdf (1)
Page: 5
File Name: Special Inspections Statement.232 E. Main
St.2018.09.pdf
Subject: PlanCheck
Author: nickt
Color:
Please stamp the special
inspection program.
Special Inspections Statement.232 E. Main St.2018.09.pdf (1)
Indicate if returns are ducted from each location or
if using the above ceiling space as a plenum. If
plenum, indicate plenum rated wiring requirement
on electrical sheets.
This wall is not fire
rated, therefore
dampers are not
required. 2015 IBC
508.
Provide ventilation out door air CFM
calculations per 2015 IMC 403.
(PROJECT NOT BID YET)
(PROJECT NOT BID YET)
Fabricator will need to
sign the special
inspection agreement
prior to permit
approval.
Inspections of penetration firestop systems that are tested and listed <in
accordance with Sections 714.3.1.2 and 714.4.2 shall be conducted by an
approved agency in accordance with ASTM E2174.
Inspection of fire-resistant joint systems that are tested and listed in
accordance with Sections 715.3 and 715.4 shall be conducted by an approved
agency <in accordance with ASTM E2393.
End of list.
*************
Please contact me with any questions.
Best regards,
Stephen Coughlin, RA
Owner/Architect
Modif. Architecture
Please stamp the
special inspection
program.
Page: S1.1 SPECIAL INSPECTIONS
File Name: Structural.232 E. Main St.2018.11.pdf
Subject: PlanCheck
Author: nickt
Color:
Sign the structural stamp on all
sheets.
Structural.232 E. Main St.2018.11.pdf (1)
CK PROHIBITION, , WELD PROFILES, WELD
ED JOINT OR MEMBER
FASTENER MATERIALS
REQUIREMENTS
ETAIL
L
RIATE FAYING SURFACED, MEET APPLICABLE
ALLATION PERSONNELEMBLIES AND METHODS
WASHERS, AND OTHER
PLACED IN ALL HOLES
REQUIRED.
RIOR TO THE
NCH PREVENTED
E WITH THE RCSC
FROM THE MOST
ED CONNECTIONS.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SEAL:
No. Description Date
1 PERMIT 9-25-2018
Sign the structural
stamp on all sheets.