HomeMy WebLinkAboutFile Documents.232 E Main St.0132.2018 (88).ACBK0132-2018-ACBK_BuildingComments_3
Subject: PlanCheck
Page: G-005 WALL TYPES
Page Index: 6
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Indicate the type of rigid
insulation to achieve the
comcheck R value of 22.8. Do
the same for all roof assemblies
Indicate the R21 cavity insulation
from the comcheck.
Architectural Plan Set.232 E Main.2019.11.pdf (11)
Subject: PlanCheck
Page: G-005 WALL TYPES
Page Index: 6
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
UL263 is not a design or
assembly, it is a test. It appears
that you are trying to reference
UL I501. Revise.
Subject: PlanCheck
Page: G-007 MEANS OF EGRESS PLANS & RATED WALL
PLANS
Page Index: 8
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
To make the stair become an
exit enclosure requires it to be
protected with 1 hour fire
barriers and horizontal
assemblies. Thoroughly detail all
conditions to demonstrate
compliance with the continuity
and supporting construction
provisions of 2015 IBC 707.5
and 707.5.1. Fire barriers must
be continuous to the underside
of floor decking and roof
decking. All primary structure
that supports it must also be 1
hour rated. Structural elements
such as joists and beams may
not penetrate the fire barrier.
Subject: PlanCheck
Page: G-007 MEANS OF EGRESS PLANS & RATED WALL
PLANS
Page Index: 8
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Changing the stairway to be an
exit enclosure to alleviate travel
distance limitations requires this
hallway to be an exit
passageway. The trash area and
mechanical room may not open
into exit passageways because
they are not normally occupied
spaces. 2015 IBC 1024.5
FLOOR & ROOF ASSEMBLIES:
SECOND LEVEL FLOOR
3/4" PLYWOOD
3/8" SOUND MAT3/4" PLYWOOD
SECOND LEVEL PLAZA DECK FLOOR
1 5/8" WOOD PAVERSSNOWMELT
AIRSPACE/ PEDESTALS
WATERPROOFING MEMBRANE1/4" DENSDECK
RIGID INSULATION -7" MAX., 1 1/2" MIN.3/4" PLYWOOD
GABLE ROOF
FIBER-REINFORCED CEMENTITIOUS PANELVERTICAL HAT PROFILE
FULLY ADHERED ROOFING MEMBRANE1/4" DENSDECK
4" RIGID INSULATION
1 1/2" 18 GA. METAL DECK
WOOD SHINGLE ROOF
WOOD SHAKE SHINGLE
UNDERLAYMENTMINERAL SURFACED CAP SHEET
3/4" PLYWOOD
4" RIGID INSULATION1 x 6 T/G
TYPE F
FIRE RATING -2 HR MINIMUM
UL SYSTEM -U905
ELEVATOR SHAFT
CONCRETE MASONRY UNIT WALL
7-5/8" CONCRETE MASONRY UNIT
TYPE 1
TYPE 2
TYPE 3
TYPE 1A
1
1
1
TYPE G
FIRE RATING -0.5 HR MINIMUM
UL U419 or MEA 81-98-M
4
4
TYPE E3
FIRE RATING -1 HR MINIMUMUL U419 or MEA 81-98-M
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDSTEEL STUD -8" 20 GA. STEEL STUD @ MAX 24" O.C.
GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD
SOUND INSULATION BETWEEN TENANTS
STC: 49
DESIGN STC RATING
1 1 HOUR RATED CEILING (UNDER STAIRS):
DESIGN NO. UL263
CELING RATING -1 HOUR
1. PERIMETER CHANNELS/C CHANNELS —USED TO SUPPORT STEEL STUDS
ENDS OF WALL STRUCTURE. MIN. 6 IN. DEEP WITH MIN. 2 IN. LEGS ANDFORME MIN. NO. 20 MSG GALV. STEEL (0.0329 IN. THICK BARE METAL THICKNESS). PER
CHANNELS ATTACHED TO WALL STRUCTURE WITH FASTENERS SPACED NOT
THAN 24 IN. O.C. AT BOTH THE TOP AND BOTTOM OF THE VERTICAL LEG.
1A. HANGER WIRE —NOT SHOWN -IF NECESSARY -MIN. 8 GAUGE STEEL WIRE
FROM HOLES PUNCHED IN C-CHANNEL (ITEM 1) AND FASTENED TO SUITABLE ATTACHMENT (HSS 3X3X1/4 IN. OR STEEL MEMBER HAVING EQUAL OR GREAT
STIFFNESS). HANGER WIRE SPACED NOMINALLY 24 IN. OC.
2. STEEL STUDS—MIN. 6 IN. WIDE WITH MIN. 1-5/8 IN. LEGS CONTAINING FOLD
FLANGES AND FORMED FROM MIN. NO. 20 MSG GALV. STEEL (0.0329 IN. THICK METAL THICKNESS). STUDS TO BE CUT 3/8 IN. TO 5/8 IN. LESS THAN THE CLEAR
BETWEEN THE VERTICAL LEGS OF THE PERIMETER CHANNELS. STUDS SPACE
16 IN. O.C. AT EACH END OF THE STUD, THE UN-FACED SIDE SHALL BE SECUR PERIMETER CHANNEL WITH ONE MIN 7/16 IN. LONG PAN-HEAD STEEL SCREW.
USED AT EACH END OF THE HORIZONTAL BARRIER TO TERMINATE THE ASSEM
THE ADJOINING WALL. THESE END STUDS SHALL BE SECURED TO THE ADJOIN IN THE SAME MANNER AS THE PERIMETER CHANNELS (ITEM1). MAXIMUM UNS
LENGTH OF STUDS NOT TO EXCEED 8 FT. 1 IN.
3. STEEL STRAP —MIN 4 IN. WIDE FORMED FROM MIN. NO. 20 MSG GALV. STEE
IN. THICK BARE METAL THICKNESS). SECURED PERPENDICULAR TO THE STUD CENTERLINE OF THE SPAN USING TWO 1/2 IN. LONG PAN-HEAD STEEL SCREW
TO OVERLAP ONE FULL STUD BAY AT SPLICE LOCATIONS. AS AN ALTERNATE T
STEEL STRAP, PERIMETER CHANNELS (ITEM 1) MAY BE SUBSTITUTED AND INS THE SAME MANNER AS THE STEEL STRAPS. IF A CONTINUOUS PIECE IS NOT U
ABUTTED LEGS ARE INSTALLED ON EACH SIDE OF THE CENTERLINE OF THES OVERLAP ONE FULL STUD BAY.
4. GYPSUM BOARD*—THREE LAYERS OF NOM. 5/8 IN. THICK GYPSUM BOARD WITH LONG DIMENSION PERPENDICULAR TO THE STEEL STUDS. BASE LAYER
WITH END JOINTS IN ADJACENT ROWS STAGGERED MIN. 32 IN. BOARDS SECU
1 5
/
8
"
VA
R
I
E
S
1/4
"
7"
M
A
X
.
3/4
"
Indicate the type of
rigid insulation to
achieve the comcheck
R value of 22.8. Do
the same for all roof
assemblies
Indicate the R21 cavity
insulation from the
comcheck.
1
1 HOUR RATED CEILING (UNDER STAIRS):
DESIGN NO. UL263
CELING RATING -1 HOUR
1. PERIMETER CHANNELS/C CHANNELS —USED TO SUPPORT STEEL STUDS AT BOTH
ENDS OF WALL STRUCTURE. MIN. 6 IN. DEEP WITH MIN. 2 IN. LEGS ANDFORMED FROM
MIN. NO. 20 MSG GALV. STEEL (0.0329 IN. THICK BARE METAL THICKNESS). PERIMETER
CHANNELS ATTACHED TO WALL STRUCTURE WITH FASTENERS SPACED NOT GREATER
THAN 24 IN. O.C. AT BOTH THE TOP AND BOTTOM OF THE VERTICAL LEG.
1A. HANGER WIRE —NOT SHOWN -IF NECESSARY -MIN. 8 GAUGE STEEL WIRE, HUNG
FROM HOLES PUNCHED IN C-CHANNEL (ITEM 1) AND FASTENED TO SUITABLE POINT OF
ATTACHMENT (HSS 3X3X1/4 IN. OR STEEL MEMBER HAVING EQUAL OR GREATER
STIFFNESS). HANGER WIRE SPACED NOMINALLY 24 IN. OC.
2. STEEL STUDS—MIN. 6 IN. WIDE WITH MIN. 1-5/8 IN. LEGS CONTAINING FOLDED BACK
FLANGES AND FORMED FROM MIN. NO. 20 MSG GALV. STEEL (0.0329 IN. THICK BARE
METAL THICKNESS). STUDS TO BE CUT 3/8 IN. TO 5/8 IN. LESS THAN THE CLEAR SPAN
BETWEEN THE VERTICAL LEGS OF THE PERIMETER CHANNELS. STUDS SPACED A MAX.
16 IN. O.C. AT EACH END OF THE STUD, THE UN-FACED SIDE SHALL BE SECURED TO THE
PERIMETER CHANNEL WITH ONE MIN 7/16 IN. LONG PAN-HEAD STEEL SCREW. STUDS ARE
USED AT EACH END OF THE HORIZONTAL BARRIER TO TERMINATE THE ASSEMBLY AT
THE ADJOINING WALL. THESE END STUDS SHALL BE SECURED TO THE ADJOINING WALL
IN THE SAME MANNER AS THE PERIMETER CHANNELS (ITEM1). MAXIMUM UNSUPPORTED
UL263 is not a design
or assembly, it is a
test. It appears that
you are trying to
reference UL I501.
Revise.
DN
1,380
2,0001,380
2,000
EXIT DISCHARGE
LEGEND :
CONSTRUCTION TYPE: TYPE V-B , NEW CONSTRUCTION , FULLY SPRINKLERED
TOTAL EXTIS : ONE EXIT PER SPACE PROVIDED.ONE EXIT REQUIRED PER TABLE 1006.2.1.
OCCUPANCY CLASS: B
FULLY SPRINKLERED BUILDING WITH FIRE ALARM STATION
TWO 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
N
SECOND LEVEL B
B
1 HR FIRE SEPARATION
2 HR FIRE SEPARATION
OUTDOOR TERRACE
MECH. EQ.
SECOND FLOOR TENANT SPACE- 'B'
200
ELEV.
71
'
-5''
T
R
A
V
E
L
D
I
S
T
A
N
C
E
ROOF LADDER
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
EXIT
12" A.F.F.
1 1
TWO-WAYCOMMUNICATIONSYSTEM
1
4
EX
I
T
IS
T
A
N
C
E
5
5
RC
I
A
L
To make the stair become an exit
enclosure requires it to be protected
with 1 hour fire barriers and horizontal
assemblies. Thoroughly detail all
conditions to demonstrate compliance
with the continuity and supporting
construction provisions of 2015 IBC
707.5 and 707.5.1. Fire barriers must
be continuous to the underside of floor
decking and roof decking. All primary
structure that supports it must also be
1 hour rated. Structural elements such
as joists and beams may not
penetrate the fire barrier.
UP
TENANT SPACE 'B'
101
MECH. RM.
102
ELEV.
44' 0'' TRAVEL DISTANCE
34' 0'' TRAVEL
DISTANCE
10'
-
0
"
5'-3
"
5 6'-6 5/8"
7
8
8.5
9
10
C.2 C.4 E.8 F.8
6'-0
"
EX
I
T
12" A.F.F.
EX
I
T
EGRESSACCESS STAIR
21' 4'' TRAVEL DISTANCE
1
1
TWO-WAY
COMMUNICATION
SYSTEM1
1
1
TRASH AREA (300 SF)
103
4
4
19' 0''
TRAVEL
DISTANCE
EGRESS CORR.
104
5
5
E 42" HIGH GUARDRAIL
5
7
8
8.5
9
10
Changing the stairway to be an exit
enclosure to alleviate travel distance
limitations requires this hallway to be an
exit passageway. The trash area and
mechanical room may not open into exit
passageways because they are not
normally occupied spaces. 2015 IBC
1024.5
Subject: PlanCheck
Page: A-100 1 PROPOSED MAIN FLOOR PLAN
Page Index: 12
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
The trash area and mechanical
rooms are incidental use areas
(2015 IBC 509). It appears you
are choosing the fire rated path
to protect the rest of the building
from them. This requires the
walls to be built as fire barriers-
fire barriers must be continuous
to the underside of the floor/roof
decking above and may not be
penetrated by any structure.
Looking at the current structural
plans, this does not appear to
comply. Either revise the
structure to accommodate the
fire barriers or make the trash
and mechanical rooms sealed
from smoke and fire sprinklered.
Subject: PlanCheck
Page: A-100 1 PROPOSED MAIN FLOOR PLAN
Page Index: 12
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Label the wall types
Subject: PlanCheck
Page: A-100 1 PROPOSED MAIN FLOOR PLAN
Page Index: 12
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Update structural, electric,
mechanical, and plumbing sets
to match the new proposed stair
configuration.
Subject: PlanCheck
Page: A-212 PROPOSED BUILDING ELEVATIONS
Page Index: 16
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Show the 42" guards in elevation
Subject: PlanCheck
Page: A-400 STAIRS & ELEVATOR
Page Index: 22
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
UL263 is not a design or
assembly, it is a test. It appears
that you are trying to reference
UL I501. Revise.
UP
10
0
'
-
0
"
10
0
'
-
0
"
23'-10 7/8"28'-7 1/2"7'-2 5/8"
85'-
0
"
10'
-
0
"
59'-9"
TENANT SPACE 'A'
100
1
A-300
2
A-300
TENANT SPACE 'B'
101
3
A-400
1
A-310
2
A-310
5'-3
"
2'-7
3
/
4
"
R.O
.
10'-
7
3
/
4
"
2'-7
5
/
8
"
R.O
.
10'-
7
3
/
4
"
2'-7
3
/
4
"
R.O
.
10
'
-
7
3
/
4
"
2'-7
5
/
8
"
R.O
.
10'
-
7
3
/
4
"
2'-7
1
/
2
"
1'-1
0
1
/
2
"
7'-1
1
7
/
8
"
TRASH AREA (300 SF)
103
AIR CURTAIN BY TENANT
12'
-
1
1
1
/
2
"
TRANSFORMER
MECH. RM.
102
ELEV.
-2'-0"
9 5/
8
"
30'
-
2
3
/
4
"
7 1
/
4
"
4 7/
8
"
8'-1
1
/
4
"
A-412
1
1
A-311
2
A-311
1
A-600A-5001
A-4001
24'-4"9'-6 3/4"8'-4"9'-2 1/4"
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
"
1'-0
5
/
8
"
4
5
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
D.S.D.S.
D.S.
FOUNDATIONDRYWELL
STORMDRYWELL
C-1
E1
E
4'-7
7
/
8
"
D.S.
D.S.
10'-10 1/4"
23'-7 7/8"
23'-1 5/8"
4 7/8"
4'-7"
4 7/8"
21'-4 1/2"
1'-10"
HSS8x8x1/2 HSS8x8x1/2
HSS5x5x1/4
5x5x1/4
ACCESS
PANEL
ACCESS PANEL
3
A-311
0"
0"
-1'-0"
*
ADA PUSHBUTTON
GAS METERS1
F
A4
1
A21
C8
1
D 1
D1
D.S.
1
DRAIN TILE, TYP.
DRAIN TILE, TYP.1
1
14'-0"
M.O.
9'-0"
7 7/8"
E
BOLLARD, TYP.
9 1
/
4
"
4 7
/
8
"
9'-2
1
/
4
"
R.O.
3'-4
"
5 1/
4
"
1'-4"
M.O.
3'-4"
ACCESS PANEL
-2'-0"
B2 1
D24
R
K
E1
S 4'-7"
4'-4
7
/
8
"
4'-1
3
/
4
"
4'-1 1/2"
3'-11 5/8"
1'-2 7/8"R.O.
3'-4"
2"
H
I
5'-0
"
EGRESS CORR.
104
2"
R.O.
3'-4"
E 5-2'-0"
5
42" HIGH GUARDRAIL
The trash area and mechanical rooms are incidental use areas
(2015 IBC 509). It appears you are choosing the fire rated path
to protect the rest of the building from them. This requires thewalls to be built as fire barriers- fire barriers must be continuous
to the underside of the floor/roof decking above and may not be
penetrated by any structure. Looking at the current structuralplans, this does not appear to comply. Either revise the
structure to accommodate the fire barriers or make the trash
and mechanical rooms sealed from smoke and fire sprinklered.
UP
2
A-300
TENANT SPACE 'B'
101
2
A-310
RASH AREA (300 SF)
103
AIR CURTAIN BY
TENANT
MECH. RM.
102
ELEV.
-2'-0"
A-400
1
FOUNDATION
DRYWELL
TORM
RYWELL
C-1
E1
E
4'-
7
7
/
8
D.S.
23'-1 5/8"
4 7/8"
4'-7"
4 7/8"
21'-4 1/2"
HSS5x5x1/4
5x5x1/4
ACCESS
PANEL
0"
-1'-0"
*
ADA PUSH
BUTTON
F
C8
DRAIN
TILE, TYP.
AIN TILE, TYP.1
1
-0"
M.O.
9'-0"
7 7/8"
E
9 1
/
4
"
4 7
/
8
"
9'-
2
1
/
4
"
R.O.
3'-
4
"
5 1
/
4
"
ACCESS
PANEL
-2'-0"
D24
R
S
4'-7"
4'-
4
7
/
8
"
4'-
1
3
/
4
"
4'-1 1/2"
3'-11 5/8"
1'-2 7/8"
R.O.
3'-4"
2"
H
I
5'-
0
"
EGRESS CORR.
104
2"
R.O.
3'-4"
-2'-0"
5
42" HIGH
GUARDRAIL
Label the wall types
UP
100
'
-
0
"
100
'
-
0
"
23'-10 7/8"28'-7 1/2"7'-2 5/8"
85'-
0
"
10'-
0
"
59'-9"
TENANT SPACE 'A'
100
1
A-300
2
A-300
TENANT SPACE 'B'
101
2
A-310
5'-3
"
2'-7
3
/
4
"
R.O
.
10'-
7
3
/
4
"
2'-7
5
/
8
"
R.O
.
10
'
-
7
3
/
4
"
2'-
7
3
/
4
"
R.O
.
10'
-
7
3
/
4
"
2'-7
5
/
8
"
R.O
.
10'
-
7
3
/
4
"
7 1
/
2
"
TRASH AREA (300 SF)
103
AIR CURTAIN BY
TENANT
12'-
1
1
1
/
2
"
TRANSFORMER
MECH. RM.
102
ELEV.
-2'-0"
30
'
-
2
3
/
4
"
7 1
/
4
"
4 7
/
8
"
8'-1
1
/
4
"
A-412
1
2
A-311
1
A-600A-5001
A-4001
24'-4"9'-6 3/4"8'-4"9'-2 1/4"
13'-
5
"
13'
-
3
"
13'-
5
"
3'-1
0
3
/
8
"
4'-1
0
1
/
4
"
4'-9
"
1'-0
5
/
8
"
5
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
D.S.
FOUNDATION
DRYWELL
STORM
DRYWELL
C-1
E1
E
4'-7
7
/
8
"
D.S.
D.S.
23'-7 7/8"
23'-1 5/8"
4 7/8"
4'-7"
4 7/8"
21'-4 1/2"
HSS5x5x1/4
5x5x1/4
ACCESS
PANEL
3
A-311
0"
-1'-0"
*
ADA PUSH
BUTTON
GAS
METERS
1
F
A4
1
C8
1
D1
D.S.
1
DRAIN TILE, TYP.
DRAIN TILE, TYP.1
1
14'-0"
M.O.
9'-0"
7 7/8"
E
BOLLARD, TYP.
9 1
/
4
"
4 7
/
8
"
9'-2
1
/
4
"
R.O.
3'-4
"
5 1
/
4
"
1'-4"
M.O.
3'-4"
ACCESS
PANEL
-2'-0"
D24
R
K
E1
S 4'-7"
4'-4
7
/
8
"
4'-1
3
/
4
"
4'-1 1/2"
3'-11 5/8"
1'-2 7/8"R.O.
3'-4"
2"
H
I
5'-0
"
EGRESS CORR.
104
2"
R.O.
3'-4"
E 5
-2'-0"
5
42" HIGH GUARDRAIL
1. PROVIDE F.T. WOOD BLOCKING AT ALL WALL MOUNTED FIXTURES, GRAB BARS, ACCESSORIES AND MILLWORK.
2. FIRE RATED HORIZONTAL AND VERTICAL ASSEMBLIES ARE TO BE CONTINUOUS AND UNINTERRUPTED.
3. ALL EXPOSED STEEL ON THE EXTERIOR OF THE BUILDING IS TO BE PRIMED AND PAINTED.
4. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF
THE ARCHITECTURAL DESIGN CONCEPT. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL COMPLETION OF THE PROJECT.
5. THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND CONDITIONS PRIOR TO THE EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.
6. SUBCONTRACTOR SHALL VERIFY ALL PARTITION LAYOUTS WITH THE ARCHITECT
BEFORE PROCEEDING WITH FRAMING.
7. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES IN ORDER TO AVOID INTERFERENCES, PRESERVE MAXIMUM HEAD ROOM AND AVOID OMISSIONS.
8. ALL DOORS USED IN CONNECTION WITH EXITS SHALL BE READILY OPENABLE WITHOUT THE USE OF A KEY FROM THE SIDE FROM WHICH EGRESS IS MADE.
9. DIMENSIONS MARKED 'HOLD' ARE CRITICAL AND MUST BE ADHERED TO. WALL
DIMENSIONS ARE FACE TO FACE OF FINISHED WALL.
10. DIMENSIONS, TARGETS, ETC. THAT ARE TYPICAL FOR MANY AREAS ARE NOTED ONLY ONCE.
11. PROVIDE PRIME COAT ONLY BEHIND AREAS TO BE COVERED WITH MILLWORK, FILE CABINETS, WALL COVERINGS, PANELS, ETC., TYPICAL UNLESS NOTED OTHERWISE.
12. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT HIGH MOISTURE AND/OR
WET AREAS (IE., SINKS, TOILETS, SHOWERS, ETC.)
13. PROVIDE TILE BACKER CEMENT BOARD AS REQUIRED AT ALL TILE/STONE WET AREA APPLICATION (IE.,SINKS, TOILETS, SHOWERS, ETC.)
14. INTERSECTION BETWEEN UNLIKE MATERIALS ARE TO BE SEALED WITH PAINTABLE CAULK U.N.O.
15. UPON INSTALLATION OF DOOR FRAMES, FILL AND/OR CAULK ANY/ALL GAPS,
HOLES, VOIDS, ETC. BETWEEN DOOR FRAME AND WALL SYSTEM, TYPICAL. CAULK
TO BE PAINTABLE.
16. THRESHOLDS BE CONTINUOUS FROM JAMB TO JAMB AND/OR WALL TO WALL.
17. THRESHOLD END CONDITIONS TO BE TIGHTLY CUT/SCRIBED TO MATCH SHAPE/PROFILE OF JAMB/WALL WITHOUT ANY GAPS, HOLES, VOIDS, ETC.
18. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL NOT BE CHANGED WITHOUT THE
ARCHITECT'S WRITTEN APPROVAL.
19. ALL INTERIOR FINISHES TO COMPLY WITH IBC 2015 TABLE 803.11.
22. EXPOSED CONCRETE WORK IN PUBLIC AREA TO RECEIVE CLEAR CONCRETE
SEALER IF NOT INTENDED TO BE PAINTED.
23. G.C. TO CONFIRM/ COORDINATE ELEVATOR SHAFTS/ ROUGH OPENINGS BEFORE COMENCING CONSTRUCTION.
25. 0'-0" = 7903.20'
GENERAL NOTES:
1
1
1
Update structural,
electric, mechanical,
and plumbing sets
to match the new
proposed stair
configuration.
A' 7903.20
THIS WALL ABUTS HISTORIC CORTINA LODGE
CEDAR SHAKE SHINGLES OVER GABLED ROOF, ROOF AT (9/12) SLOPE
INSULATED TAPERED GLASS
ROOF W/ ALUM. MULLIONS
RECLAIMED WOOD FASCIA
DRAINAGE VIA NATURAL GRADE TO ALLEY
INTEGR GUTTER
9" / 1'-0"
456788.5910
PR
O
P
E
R
T
Y
L
I
N
E
CEMENT BOARD SIDING
9"
/
1
'
-
0
"
GOOSENECK LIGHT FIXTURE WITH FROSTED LENS, TYP.
D.S.
B' 7902.20
OOM 7901.20
RUN (T/ MASONRY)
42" HIGH GUARDRAIL
1
4
4
EST ELEVATION
1/4" = 1'-0"1 PROPOSED NORTH ELEVATION
Show the 42" guards
in elevation
UP
DN
3A-400
STAIR WIDTH
3'-2 1
/
2
"
F.O.
3'-6"
HOLD5'-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
4'-4"
4 7/8"
2'-3 1/8"R.O.4'-3 3/8"2'-8"
HOLD8'-4"
1
1A-504
1
1
1'-0"
1'-0"
LAN
D
I
N
G
3'-11
5
/
8
"
5'-0"
1'-3
1
/
8
"
STAIR WIDTH3'-4 3/8"
LANDING4'-0 7/8"
1'-0"
E
E1
E
E
5
3'-0" HIGH HANDRAIL
SUB FLR. TENANT 'A' 7903.200"
T/GABLE 0226'-6 7/8"
T/PARAPET14'-8"
2ND LEVEL12'-0"
NORTHWEST GRADE-3'-3"
1A-300
CEDAR SHAKE SHINGLES OVER GABLED ROOF, ROOF AT (9/12) SLOPE
RECLAIMED WOOD FACIA
GUTTER
9
12
912
2A-311
AC.2C.4E.8F.8
TENANT SPACE 'B'
101
A-5012 Sim
A-5017Sim
SUB FLR. TENANT 'B' 7902.20-1'-0"SUB FLR. MECH. ROOM 7901.20-2'-0"
T/ ELEVATOR OVERRUN (T/ MASONRY)27'-0"
1A-504
1
11
6" METAL STUD @ 16" O.C., (3) LAYERS 5/8" TYPE X GYP. BD. UL 263
42'' HIGH GUARDRAIL
5
2'-11
"
5'-1
0
"
5'-3"
5
MIN.
H
E
A
D
C
L
E
A
R
A
N
C
E
6'-10"
3A-400
8.5
9
10
C.4 E.8
F.O.3'-6"
R.O.4'-3 3/8"
HOLD8'-4"
HOLD5'-9"
2500# CAPACITY6'-8" x 4'-3" CAB.8'-4" x 5'-9" HOISTWAY5'-0" PIT DEPTH
4
A-400
5'-0"
LANDING
3'-11
5
/
8
"
STAIR WIDTH
3'-2 1
/
2
"
STAIR WIDTH
3'-3 5/8"
1
1A-504
LANDING4'-0 1/8"9'-0"LANDING3'-1 3/8"1'-0"
1'-0"
1'-0"
1'-0"
E
E2
E E
E
3'-0" HIGHHANDRAIL
STAIR WIDTH3'-0 3/4"
LAN
D
I
N
G
3'-11
5
/
8
"
8'-0"
5
SUB FLR. TENANT 'A' 7903.200"
ROOF21'-0"
2ND LEVEL12'-0"
3A-4008.5 9 10
NOTE:ELEVATOR WALLS NOT SHOWN FOR CLARITY
SUB FLR. TENANT 'B' 7902.20-1'-0"
SUB FLR. MECH. ROOM 7901.20-2'-0"
5'-3"
5'-1
0
"
2'-11
"
HAND
R
A
I
L
H
E
I
G
H
T
3'-0"
TENANT SPACE 'B'
101
1
1
HAND
R
A
I
L
3'-0"
HANDRAIL
3'-0"
42'' HIGH GUARDRAIL
6" METAL STUD @ 16" O.C., (3) LAYERS 5/8" TYPE X GYP. BD. UL 263
MIN. H
E
A
D
C
L
E
A
R
A
N
C
E
6'-10
"
5
C CHANNEL6" METAL STUDSTEEL STRAP
(3) LAYERS TYPE X GYP. BD.
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
As indicated 11/1
4
/
2
0
1
9
8
:
3
7
:
1
8
A
M
A−400
2016−005
11.13.18
STAIRS &ELEVATOR
CO
M
M
E
R
C
I
A
L
DE
V
E
L
O
P
M
E
N
T
232
E
.
M
A
I
N
S
T
.
A
S
P
E
N
,
C
O
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"4STAIR SECTION
NO.
DATE
BY
REVISION
1
05.24.19
MODIF.PERMIT DOCUMENT REVISIONS
2
09.25.18
MODIF.PERMIT SET
3
11.28.18
MODIF.ISSUED FOR BID
4
08.2.19
MODIF.PERMIT DOCUMENT REVISION #1
5
11.12.19
MODIF.PERMIT DOCUMENT REVISION #2
1
1
1
5
3" = 1'-0"5 1 HOUR CEILING - STAIR ENCLOSURE UL263
UL263 is not a designor assembly, it is atest. It appears thatyou are trying toreference UL I501.Revise.
Subject: PlanCheck
Page: A-411 WINDOW & DOOR ENLARGED PLAN &
ELEVATION
Page Index: 25
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
The comcheck gives a U-factor
of 0.34 for the sloped glazing.
The U-factor must be for the
entire skylight assembly,
including the frame. Verify and
document the U-factor in
accordance with City policy:
The following are acceptable
methods under the 2015 IECC to
verify fenestration U-factors as
part of the building thermal
envelope:
1.NFRC certification; label
applied to window assembly and
verified at field inspection.
2.Default values from 2015 IECC
tables C303.1.3(1) C303.1.3(2),
R303.1.3(1), and R303.1.3(2).
3.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.
4.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.
5.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.
Subject: PlanCheck
Page: A-501 WALL DETAILS AT GROUND LEVEL
Page Index: 29
Author: nickt
Color:
File Name: Architectural Plan Set.232 E Main.2019.11.pdf
Protect exposed insulation per
2015 IECC C402.2.5.
1
A-310
6'-0"2'-8"6'-8 5/8"
-411
2
4
A-411
3 4
C
A-5005
A-5008
SUB FLR. TENANT 'A' 7903.200"
T/GABLE 0328'-6 3/4"
T/GABLE 0226'-6 7/8"
B/GABLE16'-1 1/2"
2ND LEVEL12'-0"
1
A-310
11'-4"
2'-6 3/4"
6'-0"2'-8"
C
2
A-600
3 4
SUB FLR. TENANT 'B' 7902.20-1'-0"CAST STONE BASE
T T
SUB FLR. TENANT 'A' 7903.200"
T/GABLE 0328'-6 3/4"
T/ LOWER GLAZING10'-0"
2ND LEVEL12'-0"
127°127°
13'-
1
1
/
8
"
27'-2 3/4"
9" / 1'-0"
9" / 1'-0"
16'-10"16'-10"
SECOND FLOOR TENANT SPACE- 'B'
200
EG C.2F.8
106°
A-502
8 A-5021
A-5025 A-5025 Sim
SUB FLR. TENANT 'B' 7902.20-1'-0"
PROVIDE A MIN. 30 MIL POLYVINYL BUTYRAL (PVB )INTERLAYER AT ALL SLOPED GLAZING
1
1 1
7
A-503
4A-411
ROOF OVERHANG
4
1'-11
1
/
4
"
T
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
8 P
M
2016−005
11.13.18
WINDOW & DOOR
ENLARGED PLAN& ELEVATION
CO
M
M
E
R
C
I
A
L
DE
V
E
L
O
P
M
E
N
T
23
2
E
.
M
A
I
N
S
T
.
AS
P
E
N
,
C
O
NO.
DATE
BY
REVISION
1
05.24.19
MODIF.
PERMIT DOCUMENT REVISIONS
2
09.25.18
MODIF.
PERMIT SET
3
11.28.18
MODIF.
ISSUED FOR BID
4
08.2.19
MODIF.
PERMIT DOCUMENT REVISION #1
1
The comcheck gives a U-factor of 0.34 for the sloped glazing. The U-factor must be for theentire skylight assembly, including the frame. Verify and document the U-factor inaccordance with City policy:
The following are acceptable methods under the 2015 IECC to verify fenestration U-factors
as part of the building thermal envelope:1.NFRC certification; label applied to window assembly and verified at field inspection.2.Default values from 2015 IECC tables C303.1.3(1) C303.1.3(2), R303.1.3(1), andR303.1.3(2).3.Default values from Table 4 U-Factors for Various Fenestration Products in 2013ASHRAE Fundamentals Handbook chapter 15, pg. 15.3. To document the chain ofcustody, a certificate, affidavit or other evidence from the manufacturer confirming
compliance with the above method is required.4.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 standardNFRC 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 abovecalculation is required.
5.U-ratings by an NFRC–accredited lab in accordance with NFRC-100. To document thechain of custody, verification labels affixed to the units by an accredited independentinspection agency or a certificate, affidavit or other evidence from the manufacturerconfirming compliance with the above simulation or testing.
2
03 31 00.J1
07 13 00.A3
Protect exposed
insulation per 2015
IECC C402.2.5.
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Energy Code Compliance Comcheck.232 E
Main.2019.08.pdf
Wall C6 has R30 cavity and R20
continuous insulation.
Energy Code Compliance Comcheck.232 E Main.2019.08.pdf (5)
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Energy Code Compliance Comcheck.232 E
Main.2019.08.pdf
Wall B1 has no cavity insulation.
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Energy Code Compliance Comcheck.232 E
Main.2019.08.pdf
Wall E is an interior wall with
sound batts.
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Energy Code Compliance Comcheck.232 E
Main.2019.08.pdf
Wall C8 has R-30 cavity
insulation.
Subject: PlanCheck
Page: 3
Page Index: 3
Author: nickt
Color:
File Name: Energy Code Compliance Comcheck.232 E
Main.2019.08.pdf
Sign the Comcheck.
AWNEER,
(c)
506 ------0.340 0.290
, Perf.
.34, [Bldg.
60 ------0.350 0.770
ce Door,
0.33, VT
84 ------0.340 0.770
ce Door,
0.33, VT
290 ------0.340 0.770
routed, Cells
nd Floor]
1225 0.0 15.0 0.055 0.071
Use 2 -476 21.0 15.0 0.041 0.064
pecs.:6 ------0.340 0.290
pen\2016-005 232 E Main St\municipal\ComCheck\232 MAIN
11/13/19Report date:
132 ofPage
Wall C6 has R30
cavity and R20
continuous insulation.
e 1 -
97 ------0.290 0.290
e 1 -
108 ------0.290 0.290
.:
e 1 -
22 ------0.340 0.290
Door,
.45,
66 ------0.350 0.770
1 -476 21.0 15.0 0.041 0.064
.:
e 1 -
54 ------0.290 0.290
Perf.
Bldg.
45 ------0.290 0.290
Wall B1 has no cavity
insulation.
dg. Use 1 -476 21.0 15.0 0.041 0.064
rf. Specs.:
[Bldg. Use 1 -
54 ------0.290 0.290
k:Fixed, Perf.
VT 0.34, [Bldg.
45 ------0.290 0.290
ntrance Door,
.14, VT 0.34,
63 ------0.350 0.770
Grouted, Cells
round Floor]
35 0.0 15.0 0.055 0.071
dg. Use 1 -1224 21.0 15.0 0.041 0.064
D KAWNEER,
oor] (c)
506 ------0.340 0.290
Door, Perf.
VT 0.34, [Bldg.
60 ------0.350 0.770
rance Door,
, PF 0.33, VT
84 ------0.340 0.770
Wall E is an interior
wall with sound batts.
Perimeter
d,
nd
477 0.0 15.0 0.055 0.071
oor]90 ------0.140 0.179
-807 21.0 15.0 0.041 0.064
ed,
.34,
41 ------0.290 0.290
e 1 -
97 ------0.290 0.290
e 1 -
97 ------0.290 0.290
e 1 -
108 ------0.290 0.290
Wall C8 has R-30
cavity insulation.
Assembly Cavity
R-Value
Cont.
R-Value
Proposed
U-Factor
Budget U-
Factor(a)
Gross Area
or
Perimeter
Product ID KAWNEEER, SHGC 0.27, VT 0.56, [Bldg. Use 2 - Second
Floor] (c)
Window 12 around door D: Metal Frame with Thermal Break:Fixed,
Perf. Specs.: Product ID PORTELLA, SHGC 0.25, VT 0.34, [Bldg. Use
2 - Second Floor] (c)
48 ------0.290 0.290
Door 5 (type D): Glass (> 50% glazing):Metal Frame, Entrance Door,
Perf. Specs.: Product ID PORTELLA, SHGC 0.22, VT 0.45, [Bldg. Use
2 - Second Floor] (c)
42 ------0.350 0.770
Exterior West Wall (type D): Concrete Block:8", Partially Grouted, Cells
Empty, Normal Density, Furring: Metal, [Bldg. Use 1 - Ground Floor]
74 0.0 15.0 0.055 0.071
(a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
(b)'Other' components require supporting documentation for proposed U-factors.
(c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.
(d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
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 4.1.1.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Envelope PASSES: Design 9% better than code
Project Title:
Data filename:
232 MAIN ST.
C:\Users\mwarnes\Modif Dropbox\Aspen\2016-005 232 E Main St\municipal\ComCheck\232 MAIN
ST 3-12-19_permit comments.cck
11/13/19Report date:
133 ofPage
Sign the Comcheck.
Subject: PlanCheck
Page: 1
Page Index: 1
Author: nickt
Color:
File Name: Interior Lighting Code Compliance.232 E
Main.2019.08.pdf
Provide egress lighting in the
stairs. 2015 IBC 1008.
Interior Lighting Code Compliance.232 E Main.2019.08.pdf (4)
Subject: lighting cutsheets
Page: 1
Page Index: 1
Author: nickt
Color:
File Name: Interior Lighting Code Compliance.232 E
Main.2019.08.pdf
Provide cutsheets for all light
fixtures showing max fixture
wattage and listing by a
nationally recognized testing lab.
Wattages must match the
lighting Comchecks.
Subject: PlanCheck
Page: 1
Page Index: 1
Author: nickt
Color:
File Name: Interior Lighting Code Compliance.232 E
Main.2019.08.pdf
There are 17 F fixtures in the
lighting plans.
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Interior Lighting Code Compliance.232 E
Main.2019.08.pdf
I count 4 H fixtures and 8 B
fixtures
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Mechanical ComCheck Stamped and Signed.232
E Main.2019.08.pdf
Revise mechanical comcheck to
include the boiler and unit
heaters shown in the mechanical
plans.
Mechanical ComCheck Stamped and Signed.232 E Main.2019.08.pdf (2)
Chicago, IL 60607
3127148519
bhribar@centaurco.com
sta
do not meet the performance requirement will be identified in the m
ge(s)
ower
A
rea Category
B
Floor Area
(ft2)
5690
Power
A B
Provide egress
lighting in the
stairs. 2015
IBC 1008.
Total Pro
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting design represented in this document is consistent
specifications, and other calculations submitted with this permit application. The proposed interior lightin
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any appli
requirements listed in the Inspection Checklist.
Name - Title Signature Da
Interior Lighting PASSES: Design 88% better than code
Project Title:
Data filename:
232 E. Main Street C&S
P:\Current Projects\18029.00 - 232 East Main Street\Calculations\COMcheck\Electrical
COMcheck.cck
1 Stanton Humphries, PE
Provide cutsheets for all light fixtures
showing max fixture wattage and listing
by a nationally recognized testing lab.
Wattages must match the lighting
Comchecks.
Chicago, IL 60607
3127148519
bhribar@centaurco.com
stan@aec-vail.com
High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist
report.
Additional Efficiency Package(s)
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-Office 5690 0.82 4666
4666Total 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
1-Office
LED 1: F: Other:1 13 42 546
546Total Proposed Watts =
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting design 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 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Interior Lighting PASSES: Design 88% better than code
11/12/19Stanton Humphries, PE
There are 17 F fixtures
in the lighting plans.
3127148519
bhribar@centaurco.com
Allowed Exterior Lighting Power
A
Area/Surface Category
B
Quantity
C
Allowed
Watts / Unit
D
Tradable
Wattage
E
Allowed Watts
(B X C)
Main entry 90 ft of door 30 Yes 2700
Total Tradable Watts (a) =
Total Allowed Watts =
Total Allowed Supplemental Watts (b) =
2700
2700
750
(a) Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b) A supplemental allowance equal to 750 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
Main entry (90 ft of door width): Tradable Wattage
LED 1: B: WALL SCONCE: Other:1 9 10 94
LED 1: C: WALL SCONCE: Other:1 2 17 34
LED 1: H: WALL SCONCE: Other:1 5 25 125
254Total Tradable Proposed Watts =
Exterior Lighting Compliance Statement
Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Exterior Lighting PASSES: Design 93% better than code
Project Title:
Data filename:
232 E. Main Street C&S
P:\Current Projects\18029.00 - 232 East Main Street\Calculations\COMcheck\Electrical
11/12/19Report date:
72 ofPage
Stanton Humphries, PE 11/12/19
I count 4 H fixtures
and 8 B fixtures
Proposed Efficiency = 16.40 SEER, Required Efficiency: 14.00 SEER
Fan System: RTU-4 FAN -- Compliance (Brake HP method) : Passes
Fans:
RTU 4 FAN Supply, Multi-Zone VAV, 2000 CFM, 3.0 motor nameplate hp, 1.8 design brake hp (1.8 max. BHP), 80.
grade
Electric Storage Water Heater, Capacity: 7 gallons
Proposed Efficiency: 2.00 SL, %/h (if > 12 kW), Required Efficiency: 4.16 SL, %/h (if > 12 kW)
2 WH-1 & WH-2:
Mechanical Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the build
specifications, and other calculations submitted with this permit application. The proposed mechanical systems ha
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable man
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Bryan Urban 07-26
Revise mechanical comcheck to include the boiler
and unit heaters shown in the mechanical plans.
Subject: PlanCheck
Page: 2
Page Index: 2
Author: nickt
Color:
File Name: Mechanical ComCheck Stamped and Signed.232
E Main.2019.08.pdf
Where are the water heaters in
the plan?
Subject: PlanCheck
Page: [4] 18029 - M2(D-64)-M2.0
Page Index: 4
Author: nickt
Color:
File Name: Mechanical Plan Set.232 E Main.2019.11.pdf
Penetrations are not permitted
through the exit stair enclosure
or exit passageway. 2015 IBC
1023.5, 1024.6
Mechanical Plan Set.232 E Main.2019.11.pdf (4)
Subject: PlanCheck
Page: [4] 18029 - M2(D-64)-M2.0
Page Index: 4
Author: nickt
Color:
File Name: Mechanical Plan Set.232 E Main.2019.11.pdf
Fire dampers must be indicated
at specific locations, not a
general note. Provide fire
dampers at these locations if
choosing to make the incidental
uses (trash and mechanical) fire
rated. Other option is to seal the
rooms from smoke and fire
sprinkler them, which would
remove the fire rating and
damper requirement. 2015 IBC
509
Subject: PlanCheck
Page: [4] 18029 - M2(D-64)-M2.0
Page Index: 4
Author: nickt
Color:
File Name: Mechanical Plan Set.232 E Main.2019.11.pdf
Update backgrounds to match
architecturals.
Subject: PlanCheck
Page: [6] 18029 - M3(D-64)-M3.0
Page Index: 6
Author: nickt
Color:
File Name: Mechanical Plan Set.232 E Main.2019.11.pdf
Penetrations are not permitted
through the exit stair enclosure
or exit passageway. 2015 IBC
1023.5, 1024.6
Quantity System Type & Description
Proposed Efficiency = 82.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE
Cooling: 1 each - Single Package DX Unit, Capacity = 41 kBtu/h, Air-Cooled Condenser, Air Economizer
Proposed Efficiency = 16.40 SEER, Required Efficiency: 14.00 SEER
Fan System: RTU-4 FAN -- Compliance (Brake HP method) : Passes
Fans:
RTU 4 FAN Supply, Multi-Zone VAV, 2000 CFM, 3.0 motor nameplate hp, 1.8 design brake hp (1.8 max. BHP), 80.0 fan efficiency
grade
Electric Storage Water Heater, Capacity: 7 gallons
Proposed Efficiency: 2.00 SL, %/h (if > 12 kW), Required Efficiency: 4.16 SL, %/h (if > 12 kW)
2 WH-1 & WH-2:
Mechanical Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Bryan Urban 07-26-2019
Where are the water
heaters in the plan?
UP
TENANT SPACE 'B'
101
ASH AREA (300 SF)
103
MECH. RM.
102
ELEV.
JANITOR CLOSET
7
8
8.5
9
10
UH
1
UH
2
20x12-RA
(22x14)
20x12-SA
(22x14)
T
RTU-3 1
T
RTU-2 1
12x8-EA
(MAX 425 CFM)
3
3
UP
EF
1
9"Ø-EA
T
EF-1
L-1680-EX
30x12 6
18x8-EA
(MAX 680 CFM)
B
1 4
20x12-RA
(22x14)
EF
2
6"Ø-EA
8
Penetrations are not
permitted through the
exit stair enclosure or
exit passageway. 2015
IBC 1023.5, 1024.6
UP
TENANT SPACE 'A'
100
TENANT SPACE 'B'
101
TRASH AREA (300 SF)
103
MECH. RM.
102
ELEV.
4
5
6
7
8
8.5
9
10 JANITOR CLOSET
SHEET DETAIL NOTES:
THERMOSTATS SHALL BE PROVIDED WITH ADDITIONAL WIRING TO
ACCOMMODATE FUTURE RELOCATION.
TERMINATE 8"Ø BOILER FLUE AND 8"Ø COMBUSTION AIR DUCT
WITH WIRE MESH AND A GOOSE NECK DOWN ON THE INTAKE.
ENSURE A 36" MIN SEPARATION FROM INTAKE AND VENT.
TERMINATION SHALL BE AT LEAST 7'-0" ABOVE ANY PUBLIC
WALKWAY AND 3'-0" ABOVE ANY FORCED AIR INTAKE WITHIN 10'-0".
DUCT CAPPED FOR FUTURE USE.
ROUTE BOILER FLUES FROM BOILERS TO TERMINATION PER
MANUFACTURER'S INSTRUCTIONS. SLOPE VENT PIPES AT 14"/FOOT
BACK TO THE BOILER FOR ALL HORIZONTAL RUNS. MAINTAIN 1"
CLEARANCE TO COMBUSTIBLES. DO NOT EXCEED 100' MAXIMUM
DEVELOPED LENGTH FOR ANY RUN. ESTIMATED LENGTHS AND
ELBOWS FOR LONGEST RUN BOILER ARE SHOWN BELOW:
B-1 VENT (CPVC):HORIZONTAL DISTANCE:25'
VERTICAL DISTANCE: 10'
90 DEGREE ELBOWS:(5')(2) = 10'
45 DEGREE ELBOWS:(3')(0) = 0'
TERMINATION:5'
MAX DEVELOPED LENGTH:50'
B-1 CA (PVC):HORIZONTAL DISTANCE:25'VERTICAL DISTANCE: 10'
90 DEGREE ELBOWS:(5')(2) = 10'
45 DEGREE ELBOWS:(3')(X) = 0'
TERMINATION:5'
MAX DEVELOPED LENGTH:50'
FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR BOILER
VENTING MATERIALS. PROVIDE CPVC ROUTING FOR THE BOILER
FLUES (PVC IS ACCEPTABLE FOR THE COMBUSTION AIR). PVC IS
NOT ALLOWED FOR ANY BOILER FLUE ROUTINGS.
INSTALL ROOFTOP UNITS PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS. UNIT SHALL BE PLACED ON 14" ROOF CURB. AECIS NOT ABLE TO PROVIDE ACOUSTICAL MODELING OF EXTERIOR
EQUIPMENT, NOR PROVIDE DOCUMENTATION SUPPORTING
COMPLIANCE WITH THE CITY OF ASPEN NOISE ORDINANCE. AN
ACOUSTICAL CONSULTANT IS RECOMMENDED TO VERIFY
COMPLIANCE. NOISE MITIGATION MEASURES (BY OTHERS) MAY
BE REQUIRED.
INSTALL LOUVER L-2 SUCH THAT IT TERMINATES 3'-0" AWAY FROM
NATURAL AIR INTAKES, 10'-0" FROM PROPERTY LINE, 7'-0" ABOVE
WALKWAYS, 3'-0" ABOVE GROUND OR 12" ABOVE SNOW LEVEL
(WHICHEVER IS HIGHER).
ALL EXTERIOR DUCTWORK SHALL BE WRAPPED WITH 2" THICK
INSULATION AND WEATHERPROOFED WITH ALUMINUM JACKET
SLOPED TO AVOID WATER PONDING.
TERMINATE WITH WALL CAP. ENSURE ADEQUATE CLEARANCE
BETWEEN NEAREST BUILDING OPENING. COORDINATE EXACT
LOCATION WITH ARCHITECT.
2.ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1"
LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND
ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK
INSULATION UNLESS OTHERWISE NOTED.
3.ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES.
4.ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF
STRUCTURE WHERE IT EXISTS UNLESS OTHERWISE NOTED.
5.ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES
SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE
ASSEMBLY.
6.COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT.
UH
1
UH
2
46x14-RA UP(48x16)30x20-SA UP
(32x22)
38x16-SA
(40x18)46x14-RA
(48x16)
20x12-SA UP
(22x14)
20x12-RA
(22x14)
20x12-SA
(22x14)
T
RTU-1
1
2
1
T
RTU-3 1
T
RTU-2 1
12x8-EA(MAX 425 CFM)
3
4
2
5
3
3
3 3
6
20x12-RA UP
(22x14)
EF
1
9"Ø-EA
T
EF-1
7
L-1680-EX30x12 6
18x8-EA(MAX 680 CFM)
30x16-SA
(32x18)
3 3
30x16-RA
(32x18)
B
1 4
20x12-RA(22x14)
EF
2
6"Ø-EA
8
8
Fire dampers must be
indicated at specific
locations, not a
general note. Provide
fire dampers at these
locations if choosing to
make the incidental
uses (trash and
mechanical) fire rated.
Other option is to seal
the rooms from smoke
and fire sprinkler them,
which would remove
the fire rating and
damper requirement.
2015 IBC 509
UP
TENANT SPACE 'B'
101
TRASH AREA (300 SF)
103
MECH. RM.
102
ELEV.
6
7
8
8.5
9
10
C.2 C.4 E.8 F.8
JANITOR CLOSET
6
7
8
8.5
9
10
OTES:
ROVIDED WITH ADDITIONAL WIRING TO
ELOCATION.
UE AND 8"Ø COMBUSTION AIR DUCT
OOSE NECK DOWN ON THE INTAKE.
TION FROM INTAKE AND VENT.
LEAST 7'-0" ABOVE ANY PUBLIC
ANY FORCED AIR INTAKE WITHIN 10'-0".
E USE.
M BOILERS TO TERMINATION PER
CTIONS. SLOPE VENT PIPES AT 14"/FOOT
ALL HORIZONTAL RUNS. MAINTAIN 1"
BLES. DO NOT EXCEED 100' MAXIMUM
ANY RUN. ESTIMATED LENGTHS AND
N BOILER ARE SHOWN BELOW:
IZONTAL DISTANCE:25'
TICAL DISTANCE: 10'
EGREE ELBOWS:(5')(2) = 10'
EGREE ELBOWS:(3')(0) = 0'
MINATION:5'
DEVELOPED LENGTH:50'
IZONTAL DISTANCE:25'
TICAL DISTANCE: 10'
EGREE ELBOWS:(5')(2) = 10'
EGREE ELBOWS:(3')(X) = 0'
MINATION:5'
DEVELOPED LENGTH:50'
ER'S INSTRUCTIONS FOR BOILER
VIDE CPVC ROUTING FOR THE BOILER
E FOR THE COMBUSTION AIR). PVC IS
OILER FLUE ROUTINGS.
S:
ARE SHOWN INSIDE TO INSIDE.
ETURN DUCTWORK SHALL INCLUDE 1"
OTED. ALL OUTSIDE AIR INTAKE AND
WRAPPED WITH 1.5" THICK
ISE NOTED.
OWS SHALL HAVE TURNING VANES.
N TIGHT TO UNDERSIDE OF
S UNLESS OTHERWISE NOTED.
OUGH FIRE-RATED ASSEMBLIES
S RATED TO MATCH THAT OF THE
NEL LOCATIONS WITH THE ARCHITECT.
UH
1
UH
2
20x12-SA UP(22x14)
20x12-RA
(22x14)
20x12-SA
(22x14)
T
RTU-3 1
T
RTU-2 1
12x8-EA(MAX 425 CFM)
2
3
3
5
20x12-RA UP(22x14)
EF
1
9"Ø-EA
T
EF-1
L-1680-EX30x12 6
18x8-EA(MAX 680 CFM)
B
1 4
20x12-RA
(22x14)
EF
2
6"Ø-EA
8
Update backgroundsto matcharchitecturals.
UP
TENANT SPACE 'B'
101
TRASH AREA (300 SF)
103
MECH. RM.
102
ELEV.
JANITOR CLOSET
SZ
3-1
188 SF
SZ
4-1
172 SF
SM
3
SM
4
1
2" SMS/R
2" SMS/R
1-1/4" SMS/R
1-1/4" SMS/R
2-1/2" SMS/R
S 3
4
SZ
3-2
530 SF
SZ
4-2
411 SF
1-1/2" SMS/R
2" SMS/R
1
Penetrations are not
permitted through the
exit stair enclosure or
exit passageway. 2015
IBC 1023.5, 1024.6