HomeMy WebLinkAboutFile Documents.232 E Main St.0078-2020-BCHO0078-2020-BCHO_BuildingComments_1
Subject: PlanCheck
Page: G-005 - WALL TYPES
Page Index: 6
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Assemblies in the thermal
envelope have changed. Provide
an updated COMcheck. In
particular, roofs appear to have
minimal insulation.
90.Architectural Plans.20201106.pdf (14)
Subject: PlanCheck
Page: G-008 - FIRE RESISTANCE SITE PLAN
Page Index: 9
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Dimension the extent of this roof
fire rating.
Subject: PlanCheck
Page: A-100 - PROPOSED MAIN FLOOR PLAN
Page Index: 12
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Only penetrations serving the
exit enclosure may penetrate the
exit enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC 1023.5
Subject: PlanCheck
Page: A-100 - PROPOSED MAIN FLOOR PLAN
Page Index: 12
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Only openings necessary for
egress are allowed in exit
enclosures. Window not
permitted. 2015 IBC 1023.4
Subject: PlanCheck
Page: A-101 - PROPOSED 2ND FLOOR PLAN
Page Index: 13
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Door swings over a step
according to detail 7/A-502.
Landing elevations on each side
of the door must be the same
height. 2015 IBC 1010.1.5
BLIES:
ROOF -CLASS A
NGLE
ED CAP SHEET
ATION OVER
BEAMS
IBC 2015 7
2-4.1 TWO
BRACKETS
1 5/8" DEE
TO AND ON
FLANGE. T
CONSTRU
BRACKETS
THE BENT
CUT OUT S
Assemblies in the thermal
envelope have changed.
Provide an updated
COMcheck. In particular,
roofs appear to have
minimal insulation.
PROPOSED
2 STORY
BUILDING
LANDSCAPE AREA
414 SF
HIS
T
O
R
I
C
C
O
R
T
I
N
A
L
O
D
G
E
CORTINA
LODGE BALCONY
LA
N
D
S
C
A
P
E
A
R
E
A
1,1
3
6
S
F
HISTORIC CORTINA LODGE
STONE CHIMNEY
OVERHANG ABOVE
5'-
0
"
AWNING. TYP.
2-HR RATED CONSTRUCTION (NO PARAPET)
2-
H
R
R
A
T
E
D
C
O
N
S
T
R
U
C
T
I
O
N
(
N
O
P
A
R
A
P
E
T
)
9
Dimension the extent
of this roof fire rating.
UP
DN
5'-
3
1
/
2
"
2'-
7
1
/
4
"
R.
O
.
10
'
-
7
3
/
4
"
ENANT 'B' ELEV.
A-412
1
E.8 F.8
4" D.S.
D18'-2 1/8"
R.O.
3'-4"
TENANT 'B' STAIR
105
U
-2'-1 1/8"
9.8
8'-4"9'-4 3/4"
9.1
3'-
4
"
11
"
BH = -1'-0''
BH = -1'-7''
E4
9
2'-6 3/4"
-1'-0"
10
1. P
AC
2. F
AN
3. A
PA
4. T
TH
IND
PR
5. T
VE
AN
DIS
6. S
BE
7. A
AV
8. A
WI
9. D
GE
Only penetrations
serving the exit
enclosure may
penetrate the exit
enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC
1023.5
UP
DN
2
A-300
TENANT SPACE 'B'
101
2
A-310
5'-
3
1
/
2
"
2'-
7
1
/
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
"
5/8
"
AIR CURTAIN BY
TENANT
TENANT 'B' ELEV.
A-412
1
00
A-400
1
C-1
4" D.S.
4'-10"22'-10 3/8"
ACCESS
PANEL
*
ADA PUSH
BUTTON
GAS
METERS D
R.O.
3'-4"18'-2 1/8"
R.O.
3'-4"
H
1s
T
E1
TENANT 'B' STAIR
105
U
Es
O.
-0"
-2'-1 1/8"
TWO-WAY
COMMUNICATION
SYSTEM
WALL THIS
ONLY
DRYWALL THIS
SIDE ONLY
-1'-0"
9.8
1'-6"
9.1
3'-
4
"
11
"
R.O.
6'-0"
BH = +0-0"
BH = +0-0"
BH = -8"
BH = -1'-4''BH = -1'-4''
BH = -1'-0''
13'-3"
BH = -1'-7''
BH = +0'-0'', TYP.
E4
-1'-0"
9
2'-6 3/4"
11'-0"
5'-4 1/4"
G2
B
F
C6
-2'-8"
DN
1"
/
2
5
'
'
(
4
%
)
2'-
0
"
12
'
-
6
"
4'-
0
3
/
8
"
-1'-0"
-1'-1 11/16''
1.7%
2.5
%
10
10
10
PAINTED.
4. THESE DRAWINGS INDIC
THE ARCHITECTURAL DESI
INDICATE OR DESCRIBE AL
PROJECT.
5. THE CONTRACTOR OR S
VERIFICATION OF ALL DIME
ANY WORK AND SHALL NOT
DISCREPANCIES.
6. SUBCONTRACTOR SHALL
BEFORE PROCEEDING WIT
7. ALL WORK SHALL BE COO
AVOID INTERFERENCES, PR
8. ALL DOORS USED IN CON
WITHOUT THE USE OF A KE
9. DIMENSIONS MARKED 'H
DIMENSIONS ARE FACE TO
10. DIMENSIONS, TARGETS
ONLY ONCE.
11. PROVIDE PRIME COAT O
FILE CABINETS, WALL COVE
OTHERWISE.
12. PROVIDE MOISTURE RE
WET AREAS (IE., SINKS, TO
13. PROVIDE TILE BACKER
AREA APPLICATION (IE.,SIN
14. INTERSECTION BETWEE
PAINTABLE CAULK U.N.O.
15. UPON INSTALLATION OF
HOLES, VOIDS, ETC. BETWE
TO BE PAINTABLE.
16. THRESHOLDS BE CONT
17. THRESHOLD END COND
SHAPE/PROFILE OF JAMB/W
18. DO NOT SCALE DRAWIN
ARCHITECT'S WRITTEN APP
19. ALL INTERIOR FINISHES
20. G.C. TO CONFIRM/ COO
COMENCING CONSTRUCTIO
21. ELEV. 0'-0" = 7903.70'10
Only openings
necessary for egress
are allowed in exit
enclosures. Window
not permitted. 2015
IBC 1023.4
SECOND FLOOR
TENANT SPACE-'B'
200
19
'
-
0
5
/
8
"
13
'
-
9
"
27'-7 3/4"
A-413
1
D
C6
C6
D.S. AND
SPLASH BLOCK
E2
ACCESS PANEL
" MIN. THICK
LATION AT ROOF
NS
1/4'' : 1'-0''
1/4'' : 1'-0''
7'' MAX. THICK
INSULATION
PVC ROOF MEMBRANE
F
M
6'-6 3/4"3'-0"6'-6 3/4"
ACCESS
PANEL
ACCESS
PANEL
ACCESS
PANEL BY
TENANT, TYP.
ACCESS
PANEL
COMMUNICATION
SYSTEM
WALLS BY
TENANT, TYP.
DOOR BY TENANT,
TYP.
N
6'-
2
1
/
2
"
CKET PER MANUF.
OMMENDATIONS, TYP.
RTU 2
925 LBS.
ROOF
WALKWAY
PADS, TYP.
F DRAIN, TYP.
A-502
C4C4
Door swings over a
step according to
detail 7/A-502.
Landing elevations on
each side of the door
must be the same
height. 2015 IBC
1010.1.5
Subject: PlanCheck
Page: A-240 - PROPOSED OUTDOOR LIGHTING
Page Index: 19
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Provide an updated exterior
lighting COMcheck.
Subject: PlanCheck
Page: A-400 - STAIRS & ELEVATOR
Page Index: 24
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Detail the fire resistance of this
portion of the exit enclosure and
reference listed fire rated
assemblies. 2015 IBC 1023
Subject: PlanCheck
Page: A-500 - PLAN DETAILS
Page Index: 30
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
This plumbing may not be in the
exit enclosure. 2015 IBC 1023.5
Subject: PlanCheck
Page: A-501 - WALL DETAILS AT GROUND LEVEL
Page Index: 31
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Account for these thermal
bridges in COMcheck or
eliminate them with a different
insulation design.
Subject: PlanCheck
Page: A-502 - WALL DETAILS AT SECOND LEVEL
Page Index: 32
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Account for this bridge in the
thermal envelope in COMcheck
or reduce it (perhaps with
insulation on the interior of the
cmu wall.
(3) PROPOSED 10"
FRENCH FARMHOUSE SCONCE -TYPE 'A'
(4) WALL SCONCE -TYPE 'B'
1
2
3
A B C D E F G
EQ
.
2'-
9
"
2'-
9
"
EQ
.
A.1 F.9
10
3/16" = 1'-0"1 PROPOSED LIGHTING PLAN
Provide an updated
exterior lighting
COMcheck.
CEDAR SHAKE SHINGLES
OVER GABLED ROOF, ROOF
AT (9/12) SLOPE
RECLAIMED WOOD
FACIA
GUTTER
9
12
9
12
C.4E.8F.8
Sim
1
A-504
7'-
4
"
L
MIN
.
H
E
A
D
C
L
E
A
R
A
N
C
E
6'-
8
"
A-400
6
5
A-400
6 Sim
HANDRAIL
BY TENANT
-2'-1 1/8"
B
Detail the fire
resistance of this
portion of the exit
enclosure and
reference listed fire
rated assemblies.
2015 IBC 1023
P.
2"3/4
"
3/4
"
10
F.8
3 1
/
2
"
07 95 13.E1
08 71 00.B14
10 73 13.A3
06 11 00.A9
09 81 00.B2
06 22 00.A4
07 26 00.A4
07 71 23.J1
07 26 00.A4
5"
3"3/4"
3/4"
A-500
11
U
06 11 00.A9
9.8
CLT PANEL
GLU-LAM
COL.
DRYWELL
DISCHARGE
PRESSURE BREAK
BOTH SIDES
6 3
/
4
"
5 3
/
4
"
6 3/4"11 1/4"
6"
1 3/4"
1'-0 1/2" +/-
07 44 50
09 81 00.B2
3 13.A3 3"
0 00.B2
4"4"
05 40 00.B6
10 73 13.A3
06 11 00.A2
06 22 00.A407 26 00.A4
5 1/2"
1"
07 51 13.A5
9 PLAN DETAIL
" = 1'-0"
RGED PLAN - EAST ENTRANCE JAMB DETAIL
1 1/2" = 1'-0"6 ENLARGED PLAN - EAST ENTRANCE JAMB DETAIL 2
3" = 1'-0"11 TYP. ALUMIN
This plumbing may not
be in the exit
enclosure. 2015 IBC
1023.5
SUB FLR. TENANT 'A' 7903.700"
G
05 40 00.B6
07 26 00.A4
09 29 00.D1
05 41 00.A5
32 13 00.B9
03 31 00.M7
03 21 00.A12
07 51 13.A3
03 31 00.J1
07 13 00.A3
07 11 00
1'-5"
5/8"4 7/8"5 1/2"3"1 3/4"1"1/4"
07 44 50
05 40 00.B3
0'-8"
BY TENANT
ALIGN
6"1'-6"
7"
07 62 00.A9
10
SUB FLR. TENANT 'A' 7903.700"
F.8
05 41 00.A5
03 21 00.A1203 21 00.A12
03 31 00.M7
03 31 00.J1
07 13 00.A3
07 11 00
3 1/2"3"3/4"3/4"
07 26 00.A4
06 22 00.A4
06 22 00.A11
07 51 13.A4
07 62 00.A9
10
SUB FLR. TENANT 'A' 7903.700"
2
07 95 13.B8
32 13 00.B903 31 00.J1
03 21 00.A12
07 13 00.A3
ADA COMPLIANT THRESHOLD
10
SUB FLR. TENANT 'A' 7903.700"
A
07 13 00.A3
03 31 00.J1
07 21 00.E3
ADJA
C
E
N
T
B
U
I
L
D
I
N
G
(
N
.
I
.
C
.
)
6 TO 14 INCHESVARIES
NON-COMPRESSIBLE RIGID INSULATION LAYERS FOR ONE-SIDED DAMPROOFING SUPPORT AND INFILL BETWEEN NEW AND EXISTING FOUNDATION WALLS
FOUNDATION DAMPROOFING
SHEET METAL GUTTER SLOPED TO ALLEY
10
SUB FLR. TENANT 'A' 7903.700"
9
SUB FLR. TENANT 'B' 7902.70-1'-0"
SUB FLR. MECH. ROOM 7901.53-2'-2"
07 26 00.A4
03 31 00.J1
07 13 00.A3
32 13 00.B9 07 95 13.B8
-2'-0"
-2'-8"
07 62 00.A9
07 62 00.A0
10
10
SUB FLR. TENANT 'A' 7903.700"
A
07 95 13.B4
06 22 00.A11
06 16 00.D10
07 26 00.A6
04 22 00.A16
05 41 00.A8
HOLD1'-5"
1'-2"
2"+/-7 5/8"6"3/4"3/4"
ADJA
C
E
N
T
B
U
I
L
D
I
N
G
(
N
.
I
.
C
.
)
6"
07 62 00.A9 10
SUB FLR. TENANT 'A' 7903.700"
G
07 11 00
03 31 00.M7
07 62 00.A9
07 26 00.A4
06 22 00.A11
32 13 00.B9
07 95 13.B8
07 21 00.B10
07 26 00.A4
5 1/2"5 1/2"3"1 3/4"1"3/8"HOLD1'-5"
07 51 13.A3
05 40 00.B3
07 44 50
CLT PANEL
07 62 00.A9
10
Scale
PROJECT NUMBER
DATE
DRAWN BY
CHECKED BY
modif.
modif.
1 1/2" = 1’−0"
11/
6
/
2
0
2
0
1
1
:
2
7
:
2
6
A
M
A−501
2016−005
11.05.20
WALL DETAILS
AT GROUND
LEVEL
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
.
A
S
P
E
N
,
C
O
1 1/2" = 1'-0"1 `
1 1/2" = 1'-0"2 SECTION DETAIL - EAST PILASTER 1 1/2" = 1'-0"3 SECTION DETAIL - SOUTH ENTRANCE
1 1/2" = 1'-0"4 SECTION DETAIL - WEST WALL
1 1/2" = 1'-0"7 SECTION DETAIL - NORTH WALL
KEYNOTE LEGEND
03 21 00.A12 STEEL REINFORCEMENT, SEESTRUC. DWGS.03 31 00.J1 5" SLAB-ON-GRADE OVERENGINEERED FILL, SEESTRUC. DWGS.03 31 00.M7 CONC. FOUNDATION WALL,SEE STRUC. DWGS.04 22 00.A16 8" X 8" X 16" CMU - 2 CORE05 40 00.B3 VERTICAL HAT PROFILE
05 40 00.B6 HORIZ. FURRING05 41 00.A5 3-5/8" METAL FRAMING05 41 00.A8 6" METAL FRAMING06 16 00.D10 3/4" EXTERIOR GRADEPLYWOOD06 22 00.A4 1X4 VERTICAL FURRING STRIP06 22 00.A11 FIRE TREATED RECLAIMEDWOOD SIDING07 11 00 BITUMINOUS DAMPPROOFING07 13 00.A3 6 MIL. POLYETHYLENE07 21 00.B10 RIGID INSULATION07 21 00.E3 CLOSED CELL SPRAY FOAMINSULATION07 26 00.A4 VAPOR BARRIER07 26 00.A6 WEATHER BARRIER07 44 50 FIBER-REINFORCEDCEMENTITIOUS PANEL07 51 13.A3 FULLY ADHERED CONTINUOUSASPHALT FLASHING07 51 13.A4 FLASHING TAPE07 62 00.A0 METAL FLASHING07 62 00.A9 FLASHING07 95 13.B4 1/2" EXPANSION JOINT07 95 13.B8 FIBER EXPANSION JOINT WITHBACKER ROD ANDELASTOMERIC SEALANT09 29 00.D1 5/8" GYPSUM WALLBOARD32 13 00.B9 EXTERIOR SIDEWALK, SEECIVIL DWGS.
1 1/2" = 1'-0"5 SECTION DETAIL - WEST WING WALL
1 1/2" = 1'-0"6 SECTION DETAIL - EAST WING WALL
NO.
DATE
BY
REVISION
1
09.25.18
MODIF.PERMIT SET
2
11.28.18
MODIF.ISSUED FOR BID
3
05.24.19
MODIF.PERMIT DOCUMENT REVISIONS #1
4
08.2.19
MODIF.PERMIT DOCUMENT REVISION #2
5
11.12.19
MODIF.PERMIT DOCUMENT REVISION #3
6
12.18.19
MODIF.PERMIT DOCUMENT REVISION #4
7
3.27.20
MODIF.ISSUE FOR CONSTRUCTION
8
3.27.20
MODIF.CONSTRUCTION DOCUMENT REVISION #5
9
10.02.20
MODIF.CONSTRUCTION DOCUMENT REVISION #6
10
11.05.20
MODIF.CONSTRUCTION DOCUMENT REVISION #7
9
Account for thesethermal bridges inCOMcheck oreliminate them with adifferent insulationdesign.
A-503
8 Sim
07 19 00.A2
11'-0"
SEE STRUCTURAL
DWGS. FOR ATTACHMENT
DETAIL
Account for this bridge
in the thermal
envelope in
COMcheck or reduce it
(perhaps with
insulation on the
interior of the cmu wall.
Subject: PlanCheck
Page: A-502 - WALL DETAILS AT SECOND LEVEL
Page Index: 32
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Landing elevations on each side
of the door must be the same
height. 2015 IBC 1010.1.5
Subject: PlanCheck
Page: A-503 - ROOF DETAILS
Page Index: 33
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Account for this bridge in the
thermal envelope in COMcheck
or reduce it.
Subject: PlanCheck
Page: A-503 - ROOF DETAILS
Page Index: 33
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
Account for this bridge in the
thermal envelope in COMcheck
or reduce it.
Subject: PlanCheck
Page: A-510 - DETAILS
Page Index: 36
Author: nickt
Color:
File Name: 90.Architectural Plans.20201106.pdf
If the continuous insulation
above the CLT roof panel is
what's counted for the thermal
envelope insulation, you must
revise COMcheck to note the
roof areas with no insulation at
the equipment platforms as
depicted in this drawing.
Subject: PlanCheck
Page: E1.1 - ELECTICAL ONE-LINE DIAGRAM &
SCHEDULES
Page Index: 2
Author: nickt
Color:
File Name: 90.Electrical Plans.20201109.pdf
250.52 Grounding Electrodes.
(B) Not Permitted for Use as
Grounding electrodes. The
following systems and materials
shall not be used as grounding
electrodes:
(1)Metal underground gas piping
systems
90.Electrical Plans.20201109.pdf (2)
2ND LEVEL
12'-0"
C.2
EXTERIORINTERIOR
08 71 00.A19
05 41 00.A2
07 50 00
07 62 00
07 50 00
07 26 00.A4
07 21 00.B10
1 1/2" = 1'-0"4 SECTION DETAIL - RAINSCREEN
Landing elevations on
each side of the door
must be the same
height. 2015 IBC
1010.1.5
A
3"
PR
O
P
E
R
T
Y
L
I
N
E
04 22 00.C3
07 62 00.A9
06 16 00.D11
03 21 00.A12
16'-0"
07 44 50
07 71 23.H4
07 61 13
07 84 00.A5
06 18 00.A8
05 40 00.B7
07 21 00.B10
5"4"
06 11 00.A9
9" / 1'-0"
9" / 1'-0"
HOL
D
1'-
5"
EDGE OF EXT.
SOFFIT FINISH
6 3
/4
"
3
3
/8
"07 62 00.A13
9" / 1'-0"
3" = 1'-0"1 WEST EDGE GUTTER DETAIL
Account for this bridge in
the thermal envelope in
COMcheck or reduce it.
07 31 29.16.A6
07 13 00.A8
06 16 00.D10
07 21 00.B10
07 62 00.E5
07 71 23.H1
07 24 00.B6
07 13 00.A9
07 13 00.A10
06 18 00.A705 41 00.A14
06 11 00.A9
S
P
D
D
C
1 1/2" = 1'-0"2 ROOF SOFFIT DETAIL
Account for this bridge
in the thermal
envelope in
COMcheck or reduce
it.
T/ LOWER GLAZING10'-0"
2ND LEVEL
12'-0"
CU
R
B
Scale
PROJECT
DATE
DRAWN B
CHECKED
A
/2" = 1'-0"
CT PENETRATION THRU NON-RATED WALL
NO.
DATE
BY
1
09.25.18
MODIF.
2
11.28.18
MODIF.
If the continuous
insulation above the
CLT roof panel is
what's counted for the
thermal envelope
insulation, you must
revise COMcheck to
note the roof areas
with no insulation at
the equipment
platforms as depicted
in this drawing.
T
ELECTRICAL ONE-LINE DIAGRAM
400/3 100/3400/3
UTILITY
TRANSFORMER
PAD MOUNTED
MAINS 800A, 120/208V, 3P, 4W
42kAlC
NO SCALE
NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET FAULT CURRENT LEVELS
NOTED ON ONE-LINE AS "X AFC", WHERE X IS IN AMPS. SERIES RATED CIRCUIT
BREAKER COMBINATIONS ACCEPTABLE; SUBMIT MANUFACTURER'S SERIES
RATINGS WITH SHOP DRAWING REVIEW.
3[(4 #500 MCM AL) 4"C]
(4#1/0 AL, #6 AL G)1-1/2"C
SERVICE GROUNDING DETAIL
NO SCALE
N
G
INCOMING WATER SERVICE
PIPE
(3) 3/4"x10' DRIVEN
GROUND RODS IF
REQUIRED BY
LOCAL AHJ
BONDING JUMPER
#6 TO TELEPHONE/TV
CONCRETE- ENCASED ELECTRODE
REQUIRED IN FOOTING/FOUNDATION PER
NEC 250-50. MINIMUM 20' #4 REBAR ORMINIMUM 20' #4 BARE COPPER. MUST BE
INSTALLED AT FOOTING INSPECTION.
WATER METER
BUILDING STEEL
INCOMING GAS SERVICE PIPE
(#3/0 CU G)3/4"C #6 CU
M M M
PROVIDE AMP OR EQUAL MAINS WITHINTEGRATED SWITCHES AND CTS TO
FIT DIMENSIONS SHOWN ON PLANS.
X20,300 AIC (3) 400A LPN FUSES (3) 400A LPN FUSES (3) 100A LPN FUSESX18,245 AIC
REFERENCE CIVIL PLANS FOR
TRANSFORMER LOCATION AND
PRIMARY ROUTING.
ELEVATOR RECALL DIAGRAM
THE ELEVATOR SYSTEM INTO RECALL MODESHALL COMPLY WITH NFPA
NO SCALE
250.52 Grounding Electrodes.
(B) Not Permitted for Use as Grounding electrodes. The
following systems and materials shall not be used as
grounding electrodes:
(1)Metal underground gas piping systems
Subject: PlanCheck
Page: E2.1 - LIGHTING SYSTEM PLAN
Page Index: 4
Author: nickt
Color:
File Name: 90.Electrical Plans.20201109.pdf
Provide an updated exterior
lighting comcheck.
Subject: PlanCheck
Page: M2.0 - MAIN FLOOR & 2ND LEVEL HVAC PLAN
SCALE 3/16" = 1'-0"
Page Index: 3
Author: nickt
Color:
File Name: 90.Mechanical Plans.20201110.pdf
Update mechanical comcheck.
90.Mechanical Plans.20201110.pdf (2)
Subject: PlanCheck
Page: M2.0 - MAIN FLOOR & 2ND LEVEL HVAC PLAN
SCALE 3/16" = 1'-0"
Page Index: 3
Author: nickt
Color:
File Name: 90.Mechanical Plans.20201110.pdf
Intake air must be at least 10'
from property lines. 2015 IMC
401.4
Subject: PlanCheck
Page: P2.0 - MAIN FLOOR UNDERSLAB WASTE & VENT
PLAN SCALE 3/16" = 1'-0"
Page Index: 3
Author: nickt
Color:
File Name: 90.Plumbing Plans.20201110.pdf
Only penetrations serving the
exit enclosure may penetrate the
exit enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC 1023.5
90.Plumbing Plans.20201110.pdf (2)
Subject: PlanCheck
Page: P2.1 - MAIN FLOOR & 2ND LEVEL WASTE & VENT
PLAN SCALE 3/16" = 1'-0"
Page Index: 4
Author: nickt
Color:
File Name: 90.Plumbing Plans.20201110.pdf
Only penetrations serving the
exit enclosure may penetrate the
exit enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC 1023.5
1
2
3
4
5
6
A B
5.8
A.1
TENANT SPACE 'A'
100
1
2
3
4
5
6
A B C D E F G
L
C
5.8
A.1 F.9
E
K
FF
F F
A-36
B B A
A
A
A
A
B B
NORTH
2ND FLOOR LIG
SCALE: 3/16" = 1'0"
1ST FLOOR LIGHTING SYSTEMS PLAN
SCALE: 3/16" = 1'0"
Provide an updated
exterior lighting
comcheck.
SECOND FLOOR
TENANT SPACE- 'B'
200
T
RTU-4 1
H
2 9 Update mechanical
comcheck.
3
5 5
2
(2
7
SD CO
11
RTU
4
Intake air must be at
least 10' from property
lines. 2015 IMC 401.4
UP
DN
EV.
E.8 F.8
TENANT 'B' STAIR
105
9.1
ZED)
3" SD (PRESSURIZED) UP
3 a ca
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Only penetrations
serving the exit
enclosure may
penetrate the exit
enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC
1023.5
9
10
A A.5
UP
DN
.
E.8 F.8
TENANT 'B' STAIR
105
9.8
9.1
3" SD GUTTER
UP & PVC DN
7 NZ 9
3" SD (PRESSURIZED) DN
3" SD DN TO NZ
(POINT OF GRAVITY)
5" SD TO NZ 17
Only penetrations
serving the exit
enclosure may
penetrate the exit
enclosure. Remove all
plumbing from the exit
enclosure. 2015 IBC
1023.5