HomeMy WebLinkAboutFile Documents.802 W Main St.0170.2018 (28).ARBK0170-2018-ARBK_BuildingComments_1revised7-13-18
Page: 1.0 PROJECT OVERVIEW
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Add the following codes: 2017
NEC, 2015 IFC,
ICC/A117.1-2009
Architectural Plans.802 West Main.2018.06.pdf (62)
Page: 2.3 SITE PLAN | PROPOSE1:10
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a landing at the bottom
of the exterior stair that is at
least as deep as the width of the
stair (2015 IBC 1011.6). 12"
handrail extension may not
encroach more than 4" into the
required width of travel (2015
IBC 1003.3.3).
Page: 2.3 SITE PLAN | PROPOSE1:10
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise this area of the site plan
to correspond with the civil
grading plan and to clearly show
slopes and steps. Provide
accessible route to all ground
floor units. 2015 IBC 1107.4
Page: 2.3 SITE PLAN | PROPOSE1:10
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Trash enclosure doors may not
swing into right of way.
Page: 2.3 SITE PLAN | PROPOSE1:10
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an accessible route into
the trash enclosure without
leaving property. (2015 IBC
1104.2, 1104.3)
PARCEL ID# ..............................................................
LEGAL DESCRIPTION:……LOTS Q,R, & S, BLOC
CODES:………………………..2015 IBC, 2015 IEC
Add the following
codes: 2017 NEC,
2015 IFC,
ICC/A117.1-2009
90.00'
10
0
.00
'
7926
7926
7
9
2
5
7
9
2
6
7
9
2
7
1234567891011121314151617
UP20RISER(6 11/16")19TREADS(11")
10
'
-
0
"
PROPERTY LINE
SETBACK LINE
SETBACK LINE
7925
7926
Provide a landing at
the bottom of the
exterior stair that is at
least as deep as the
width of the stair (2015
IBC 1011.6). 12"
handrail extension
may not encroach
more than 4" into the
required width of travel
(2015 IBC 1003.3.3).
10
0
.00
'
7927
7928
7
9
2
7
1234567891011121314151617181920
DN
20RISER(6 11/16")
19TREADS(11")
SETBACK LIN
SETBACK LINE
7926
7927
7928
79
2
7
Revise this area of
the site plan to
correspond with the
civil grading plan and
to clearly show slopes
and steps. Provide
accessible route to all
ground floor units.
2015 IBC 1107.4
S75°09'11"E
7926
7926
Trash enclosure doors
may not swing into
right of way.
S75°09'11"E
10
0
.00
'
2
7927
7926
7926
7927
Provide an accessible route
into the trash enclosure
without leaving property.
(2015 IBC 1104.2, 1104.3)
See revised sheet 1.0
See revised sheet 2.3 and Landscape and Civil drawings. We
have moved the trash enclosure as well as revised the doors
to sliders.
See revised sheet 2.3 and Landscape and Civil drawings
outlining the accessible route to the trash.
See revised sheet 2.3 and Landscape and
Civil drawings.
See revised sheet 2.3 and Landscape and
Civil drawings.
08/14/18
Page: 3.1 BASEMENT FLOOR PL
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The floor of unit 102 is over this
exterior space in the basement.
Provide a floor assembly and
detail for this location indicating
air sealing and insulation value
(minimum R-38 2015 IECC
R402.1.2).
Page: 3.2 MAIN LEVELFLOOR P
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Add wall type callouts
referencing the wall assemblies
to your floor plans or sections to
aid in determining which fire
resistant assemblies are used
where.
Page: 3.2 MAIN LEVELFLOOR P
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Clean up the graphics at the
entrances. It looks like the slats
above are showing.
Page: 3.2 MAIN LEVELFLOOR P
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise this area of the main floor
plan to correspond with the civil
grading plan and to clearly show
slopes and steps. Provide
accessible route to all ground
floor units. 2015 IBC 1107.4
Page: 3.6 MAIN FLOOR REFLEC CEILING PLAN
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: Smoke Alarms
Author: nickt
Color:
Show the location of smoke
alarms and carbon monoxide
detectors on the RCPs or floor
plans per 2015 IBC 907.2.11
and Municipal Code Title 8.
1
2
3
4
5
6
7
8
9
UP
18
RI
S
E
R
(6
17
TR
E
A
D
90'-0"T.O. SLAB
90'-0"T.O. SLAB
000 011
J5.6
GE STAIR
003
LIFT
003
7 109 11 1412813B5.1 14.1
The floor of unit 102 is
over this exterior
space in the
basement. Provide a
floor assembly and
detail for this location
indicating air sealing
and insulation value
(minimum R-38 2015
IECC R402.1.2).
36
'
-
5
"
0"
10
'
-
8
"
J
K
44.4
Add wall type callouts referencing
the wall assemblies to your floor
plans or sections to aid in
determining which fire resistant
assemblies are used where.
CO
A
AF
F
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D
A
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2
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DRAWING ISSUE
DRAWN BY:
PROJECT No:1702
PERMIT 06-14-18
CPF
All ideas, designs, arrangements and plansindicated or represented by this drawing areowned by and are the property of David JohnstonArchitects, PC and developed for use and inconjunction with the specified project. Noneof the ideas, designs, arrangements or plansshall be used by or disclosed for any purposewhatsoever without the written authorizationof David Johnston Architects, PC.
3.2
MAIN LEVELFLOOR PLAN
Sheet No.
DN
UP
RG
RG
RG
W
DW
DW
DW
11'-31/2"11'-31/2"10'-4"1'-7"5'-31/2"5'-33/4"6'-41/4"15'-31/2"2'-7"
2'-
7
"
16'-31/2"
10'
-
8
"
6'-101/2"
5'-01/2"
5'-111/2"
5'-
4
"
5'-
4
"
5'-111/2"
81'-3"
75'-111/2"
100'-2"T.O.F.F.
J5.6
A0
A03A04
A05
A06
A07
A10 A11
A12
A13
A14
A16A17A18
A19A20A21A22
A23
A24
A25
A26
A33
100'-8"T.O. PIER
143
LIFT
DN
141/2"
141/2"
141/2"
DN
BEDROOM102-1
ENTRY102-0
BATHROOM102-4
KITCHEN102-3
CL.102-7
CL.102-8
LIVING ROOM102-2
BEDROOM101-1
ENTRY101-0
BATHROOM101-4
HEN1-3
CL.101-8
LIVING ROOM101-2
BEDROOM105-1
ENTRY105-0
BATHROOM105-4
CL.105-8
LIVING ROOM105-2
BEDROOM104-1
ENTRY104-0
BATHROOM104-4
KITCHEN104-3
CL.104-7
CL.104-8
LIVING ROOM104-2
DR
W
W
DR
DR
REF
REF
RE
F
W
3 7 109 11 14 1615125
E
J
N
M
G
H
C
8
D
F
K
L
1346
100'-2"HIGH POINT T.O.F.F.
99'-63/4"T.O.F.F.
98'-111/2"T.O.F.F.
100'-11/4"T.O. SLAB
100'-0"T.O. PLY
100'-11/4"T.O. SLAB
98'-103/4"T.O. SLAB
98'-103/4"T.O. SLAB
100'-0"T.O. PLY
100'-11/4"T.O. SLAB
A5.1
A5.1
B5.1
B5.1
C5.2
D5.2 D5.2
E5.3
F5.4
H5.5
H5.5 14.1
24.2
10
0
101
102
103
104 105
106
107
108
109
110
11
1
112 113
114
115
11
7
118
119
120121
12
2
124
12
5
126
127
128
129
130
13
1
132 133
135
136 137
14
0
141
142
AH UNIT102
STAIR003
AH UNIT101
AH UNIT105
AH UNIT104
AH UNIT103
DECK1
BEDROOM103-1 LIVING ROOM103-2
MUDROOM103-5
ENTRY103-0
CL.103-7
CL.103-6
BATHROOM103-4 KITCHEN103-3CL.A209
MUDROOM102-5
CL.102-6
CL.101-9
M
CL.105-9
CL.104-9
MUDROOM104-5
CL.104-6
G5.5 G5.5
0 2'4'8'
Clean up the graphicsat the entrances. Itlooks like the slatsabove are showing.
DN
11'-5"11'-31/2"11'-31/2"5'-31/2"5'-01/2"6'-101/2"5'-33/4"6'-41/4"
78'-8"
J5.6
A23
A24
A25
A26
100'-8"
T.O. PIER
DN
BEDROOM105-1
ENTRY105-0
BATHROOM
105-4
CL.105-7
CL
105
BEDROOM104-1
ENTRY
BATHROOM
104-4
CL
104
A3.8
W DR
RE
F
3 7 109 11 1258 1346
98'-103/4"T.O. SLAB
98'-103/4"
T.O. SLAB
A5.1 B5.1
D5.2
H5.5
34.3
10
0
10
1
104 105
106
112 113
11
7
11
8
119
1
13
8
139
14
2
STAIR101
CL.
105-9
MUDROOM105-5
CL.
105-6
CL.104-9
G5.5
Revise this area of the
main floor plan to
correspond with the
civil grading plan and
to clearly show slopes
and steps. Provide
accessible route to all
ground floor units.
2015 IBC 1107.4
A5.1 B5.1
D5.2
H5.5
G5.5
Show the location of smoke alarms and carbon monoxide
detectors on the RCPs or floor plans per 2015 IBC 907.2.11 and
Municipal Code Title 8.
See Assemebly F4 ON 7.1
Revised.
See 3.2 and 2.3 for clarification
Assembly tags added.
See 3.5.3.6 & 3.7 for locations of smoke/
CO detectors.
08/14/18
Page: 3.7 SECOND FLOOR REFLECTED CEILING P
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: attic access
Author: nickt
Color:
Provide minimum 20"x30"
access openings to attics per
2015 IBC 1209.2. Revise RCP
sheet 3.7.
Page: 3.8 TRASH ENCLOSURE
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide trash container
capacities. If any containers
have a capacity in excess of 1.5
yards, the trash enclosure must
either be fire sprinklered or be
Type I or IIA construction. (2015
IFC 304.3.3)
Page: 5.1 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise sections to add callouts
referencing roof assemblies.
Page: 5.1 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail the intersection of
foundation wall to framed wall at
grade for insulation continuity
and waterproofing.
Page: 5.1 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail your strategy for air
sealing the units at this location.
Air barrier must follow the
thermal envelope. Ordinance 40,
2016, 2015 IECC table
R402.4.1.1.
12'-41/4"
A.F.F.
LIVING ROOM
202-2
Provide minimum 20"x30"
access openings to attics per
2015 IBC 1209.2. Revise
RCP sheet 3.7.
CO
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AF
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A
B
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DRAWING
DRAWN BY:
PROJECT No:1
PERMIT
CP
3
TRASH ENC
Sh
2 2
1 1
A
A
C
C
B
B
13.8
8'-
6
"
1"7'-3"7'-3"1"
14'-6"
6"
6"
1"6"6'-6"6"6'-6"6"1"
2'-
0
"
6"
1'-
0
"
EDGE OF ROOF
EDGE OF ROOF
ED
G
E
OF
RO
O
F
ED
G
E
OF
RO
O
F
A3.8
A3.833.8
23.843.8
13.821
6'-51/4"
8"
1'-41/4"
MPOSITENSCREEN
OFURE
BE STEELLUMNS
MPOSITE SIDING
0 1'2'4'SCALE: 1/2" = 1'-0"1 TRASH ENCLOSURE PLAN
0 1'2'4'SCALE: 1/2" = 1'-0"4 WEST ELEVATION
0 1'2'4'SCALE: 1/2" = 1'-0"3 SOUTH ELEVATION
0 1'2'4'SCALE: 1/2" = 1'-0"A BUILDING SECTION A
Provide trash
container capacities. If
any containers have
a capacity in excess
of 1.5 yards, the trash
enclosure must either
be fire sprinklered or
be Type I or IIA
construction. (2015
IFC 304.3.3)
K L
Revise sections to add callouts
referencing roof assemblies.
MAIN LEVEL
100'-0"
Detail the intersection
of foundation wall to
framed wall at grade
for insulation
continuity and
waterproofing.
2
7.3
Detail your strategy for
air sealing the units at
this location. Air
barrier must follow the
thermal envelope.
Ordinance 40, 2016,
2015 IECC table
R402.4.1.1.
Detail 3 on 7.6 shows the continuity to the
underside of a 1/2 hour rated assembly.
See details on sheet 7.3 for various conditions.
All sections now have roof assembly tags.
We are reqquired to have 2yard dumpsters
so the construction will be IIA. See the
revised 3.8 for updated design.
See revised sheet 3.7 for locations.
08/14/18
Page: 5.1 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail the continuity of the 1/2
hour fire partition protecting the
egress balcony dead end travel
condition. Must extend to top of
roof sheathing or to the
underside of a 1/2 hour rated
assembly. 2015 IBC 708.4
Page: 5.2 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: Group
Author: nickt
Color:
Provide a detail showing slab
edge insulation. Slab-on-grade
floors with a floor surface less
than 12" 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. If choosing the
prescriptive path, R-10 insulation
must extend 4'. If not providing
slab edge insulation, use
REScheck/COMcheck and give
the slab an R value of '0'. Revise
details as necessary.(2015 IECC
402.2.10)
Page: 5.3 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Show the continuity of the
corridor fire partitions. Must be
continuous to the roof sheathing
or may be interrupted by rated
horizontal assemblies. 2015 IBC
708.4
Page: 5.3 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a parapet or
demonstrate compliance with
one of the exceptions from 2015
IBC 705.11.
G H J K L M N
17.317.3
17.1SECOND LEVEL
110'-5"
SECOND
110'-5"
41'-51/2"
5'-01/2"6'-101/2"10'-8"1'-0"15'-31/2"2'-7"
F6F1F5
LIVING ROOM
LIVING ROOMAH UNIT
AH UNITMUDROOM
MUDROOM
202
102102-5
202-5 202-2
102-2
Detail the continuity of
the 1/2 hour fire
partition protecting the
egress balcony dead
end travel condition.
Must extend to top of
roof sheathing or to
the underside of a 1/2
hour rated assembly.
2015 IBC 708.4
OA
AF
F
O
R
D
A
B
L
E
HO
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S
I
N
G
80
2
WE
S
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MA
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ST
. AS
P
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All ideas, designs, arrangements and plansindicated or represented by this drawing areowned by and are the property of David JohnstonArchitects, PC and developed for use and inconjunction with the specified project. Noneof the ideas, designs, arrangements or plansshall be used by or disclosed for any purposewhatsoever without the written authorizationof David Johnston Architects, PC.
9 10 11 12 13 14 15 16
LIVING ROOM
7.3
17.1
MAIN LEVEL100'-0"
SECOND LEVEL110'-5"
F1 F6F5
LIVING ROOM
LIVING ROOMAH UNIT
AH UNITMUDROOM
#Related Zone Name
205-2
105-2105
205205-5
#Related Zone Number
F7F7
0 2'4'8'SCALE: 1/4" = 1'-0"D BUILDING SECTION D
Provide a detail showing slab edge insulation.
Slab-on-grade floors with a floor surface less than
12" 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. If choosing the
prescriptive path, R-10 insulation must extend 4'.
If not providing slab edge insulation, use
REScheck/COMcheck and give the slab an R
value of '0'. Revise details as necessary.(2015
IECC 402.2.10)
16 15 14 13 12 11 10 9 8 7 6 5
17.2
1
7.3
1
7.3
1
7.3
F1
F1F5
F5
F1
F7 F7
F6
LIVING ROOM
LIVING ROOM
AH UNIT
AH UNIT KITCHEN
KITCHEN LIVING ROOM
LIVING ROOM LIVING
LIVIN
203-2
103-2
203
103 102-3
202-3 202-2
102-2 10
2
Show the continuity of
the corridor fire
partitions. Must be
continuous to the roof
sheathing or may be
interrupted by rated
horizontal
assemblies. 2015 IBC
708.4
US
I
N
G
All ideas,
indicated
owned by
Architect
conjuncti
of the ide
shall be u
whatsoev
of David J
3 2 1
1
7.3
Provide a parapet or
demonstrate
compliance with one
of the exceptions from
2015 IBC 705.11.
Detail 3 on 7.6 shows the continuity to the
underside of a 1/2 hour rated assembly.
The interior slab on grade condition has
been revised to crawlspace. The
associated details are on 7.3
See details 3/7.1 and 3/7.6
We are using exception 6 for the
Western wall.
08/14/18
Page: 5.5 BUILDING SECTIONS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail the continuity of the 1/2
hour fire partition protecting the
egress balcony dead end travel
condition. Must extend to top of
roof sheathing or to the
underside of a 1/2 hour rated
assembly. 2015 IBC 708.4
Page: 7.1 FLOOR ASSEMBLIES DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail your strategy for air
sealing the units at detail 1/A7.1.
Air barrier must follow the
thermal envelope. Ordinance 40,
2016, 2015 IECC table
R402.4.1.1.
Page: 7.1 FLOOR ASSEMBLIES DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the full UL L570 install
instructions specific to the
system you are proposing. This
will provide screw requirements.
Page: 7.1 FLOOR ASSEMBLIES DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise F8 to show the rigid
insulation.
Page: 7.1 FLOOR ASSEMBLIES DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide documentation to prove
the STC/IIC numbers for the UL
L570 floor assembly dwelling
separation (2015 IBC 1207).
15 16
2
7.3
SECOND LEVEL
110'-5"
G H J K
SECOND LEVEL
110'-5"
5'-01/2"6'-101/2"10'-8"1'-0"
41'-51/2"
BATHRO CL.
BATHROOM
F3F5
AH UNIT
AH UNIT
201-4201-9
101-4
201
101
Detail the continuity of
the 1/2 hour fire
partition protecting the
egress balcony dead
end travel condition.
Must extend to top of
roof sheathing or to
the underside of a 1/2
hour rated assembly.
2015 IBC 708.4
11
7/8"
3/4"
3"
TREATED PLATE & SHIM
/2" MAX. RISE ADA THRESHOLD,
THERMALLY BROKEN AT EXTERIOR
APPLICATION
SLAB F7 1 ½" =
T. O. SLAB
SEE PLAN
T. O. FIN. FLOOR
SEE PLAN
1 ½" = 1'-0"1 TYPICAL THRESHOLD DETAIL @ EXTERIOR DOORS
GL
F5 F1
Detail your strategy for
air sealing the units at
detail 1/A7.1. Air
barrier must follow the
thermal envelope.
Ordinance 40, 2016,
2015 IECC table
R402.4.1.1.
4/25/2018 USG Design Studio
UL L570 or GA-FC-5011
Wood Engineered Joist
Fire Rating Unrestraine
System Thickness N/A
SLAB ON GRAD F8 1 ½" = 1'-0"
Provide the full UL
L570 install
instructions specific
to the system you
are proposing. This
will provide screw
requirements.
6"
4"
WASH
UNDIS
OR CO
CONC.
R-11 R
T. O
SEE
Revise F8 to show the
rigid insulation.
9/32
"
ETAIL & ASSE ETAIL & ASSE
DESIGN BASED ON UL L570
1 HOUR RATING
STC 60-64/IIC 62
Provide
documentation to
prove the STC/IIC
numbers for the UL
L570 floor assembly
dwelling separation
(2015 IBC 1207).
F8 is an exterior slab with no insulation and F9 is the
basement slab with R-11 insulation.
7.4 has the assembly with instructions.
Detail 3 on 7.1 shows the air barrier following the
thermal envelope.
Detail 3 on 7.6 shows the continuity to the
underside of a fire-rated assembly.
The listed assembly is using
sound test RAL-TL-81-87 IIC test
no: RAL-0T03-03/04 listed on 7.4
08/14/18
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Indicate all insulation values on
the plans. Comply with
prescriptive requirements of
2015 IECC R402.1.2 or provide
a REScheck.
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The basement walls require one
of the following:
R-15 continuous insulation; R19
cavity insulation; or a
combination of R-13 cavity and
R-5 continuous insulation. 2015
IECC R402.1.2
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
If the stucco is synthetic (EIFS),
either a water resistive barrier
with drainage plane or a special
inspection is required per 2015
IBC 1705.16. Indicate on the
plans how you will comply.
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Specify the the type of
continuous insulation used in the
exterior walls.
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the full UL U311 install
instructions specific to the
system you are proposing. This
will provide screw requirements.
L U311 - Fire Resistant Assembly, Fire Rated Assembly, Fire Rated Detail
dams, Chicago, IL. 60661 : www.usgdesignstudio.com
o.com/assembly.asp?id=920592&assemblyCategory=921052
311
CAD · REVIT
Load-bearing)
1 hour
System Thickness5-1/4"
sum board applied horizontally or vertically
channels installed horizontally spaced 24 in. OC
uds spaced max. 16 in. OC
ck mineral wool batts or glass fiber insulation
sum board applied horizontally or vertically
11/2"SEE PLAN
3/4"51/2"3/4"1"1/2"3/4"51/2"3/4"1"1/4"
3/4"51/2"3/4"1"1/4"
8"
71/4"
6"
BACKFILL W/ SCREENED GRAVEL
R-11 RIGID INSULATION
FIBERGLASS FILTER CLOTH
CONC. WALL RE: STRUCT.
FOUNDATION WATERPROOFING - CONTINUE TOBOTTOM OF FOOTING (SHOWN DASHED)
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
LAP COMPOSITE SIDING, BLIND FASTENING
REQUIRED
5/8" FIBERGLASS MAT SHEATHING
1/2" PLYWOOD FURRING STRIPS (ALIGN WITH STUDS)
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6)
BLOWN-IN CELLULOSE INSULATION
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
COMPOSITE PANEL SIDING
(SEE ELEVATIONS FOR LAYUP)
5/8" FIBERGLASS MAT SHEATHING
1/2" PLYWOOD FURRING STRIPS (ALIGN WITH STUDS)
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6)
BLOWN-IN CELLULOSE INSULATION
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
STUCCO (3 COATS)
5/8" FIBERGLASS MAT SHEATHING
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6) W/DRAINAGE CHANNELS
BLOWN-IN CELLULOSE INSULATION
WATER BARRIER
SELF-FURRING METAL LATH
1 ½" = 1'-0"
INSULATED FOUNDATION WALLW2
W3 1 ½" = 1'-0"
EXTERIOR WALL (SECTION) W/ SIDING
GL
W6 1 ½" = 1'-0"
EXTERIOR WALL (SECTION) W/ COMPOSITE PANEL
GL
W5 1 ½" = 1'-0"
EXTERIOR WALL (SECTION) W/ STUCCOOF TERMINATION
NOTE:ANY PENETRATIONS TO MEET 1 HOUR FIRE RATING
STANDARDS
MUST BE PROTECTED PER 713. (SEE MECH. DRAWINGSFOR DETAILS)
FIRE SEPARATION CONTINUES TOUNDERSIDE OF ROOF SHEATHING
W4
Indicate all insulation
values on the plans.
Comply with
prescriptive
requirements of 2015
IECC R402.1.2 or
provide a REScheck.
All i
indi
own
Arch
con
of th
shal
wha
of D
3/4"SEE PLAN 3/4"
BACKFILL W/ SCREENED GRAVEL
R-11 RIGID INSULATION
FOUNDATION WATERPROOFING - CONTINUE TO
BOTTOM OF FOOTING (SHOWN DASHED)
GL
0"
OR WALL (TYPICAL)The basement walls
require one of the
following:
R-15 continuous
insulation; R19 cavity
insulation; or a
combination of R-13
cavity and R-5
continuous
insulation. 2015
IECC R402.1.2
STUCCO (3 COATS)
TAPE ALL JOINTS FOR AIR BARRIER
SELF-FURRING METAL LATH
W1RTY WALL (PLAN)
If the stucco is
synthetic (EIFS), either
a water resistive
barrier with drainage
plane or a special
inspection is required
per 2015 IBC 1705.16.
Indicate on the plans
how you will comply.
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DRAWING ISSUE
DRAWN BY:PROJECT No:1702
PERMIT 06-14-18
CPF
All ideas, designs, arrangements and plansindicated or represented by this drawing areowned by and are the property of David JohnstonArchitects, PC and developed for use and inconjunction with the specified project. Noneof the ideas, designs, arrangements or plansshall be used by or disclosed for any purposewhatsoever without the written authorizationof David Johnston Architects, PC.
7.2
WALL ASSEMBLIES &DETAILS
Sheet No.
USG Design Studio | UL U311 - Fire Resistant Assembly, Fire Rated Assembly, Fire Rated Detail
psum Company : 550 W. Adams, Chicago, IL. 60661 : www.usgdesignstudio.com
ttp://www.usgdesignstudio.com/assembly.asp?id=920592&assemblyCategory=921052
stem Design - UL U311
ector UL U311
CAD · REVIT
- Featured
ions - Wood Stud (Load-bearing)
1 hour
st
SA-830702
System Thickness5-1/4"
n
oard - 5/8 in. thick gypsum board applied horizontally or verticallyhannel -25 ga. furring channels installed horizontally spaced 24 in. OCs -2 in. x 4 in. wood studs spaced max. 16 in. OCBlankets -Min. 3 in. thick mineral wool batts or glass fiber insulation
oard -5/8 in. thick gypsum board applied horizontally or vertically
11/2"SEE PLAN
3/4"SEE PLAN 3/4"
3/4"51/2"3/4"1"1/2"
3/4"3/4"31/2"
SEE PLAN31/2"3/4"3/4"
3/4"51/2"3/4"1"1/4"
3/4"51/2"3/4"1"1/4"
8"
/2"31/2"1/2"1/2"
71/4"
6"
71/4"
6"
BACKFILL W/ SCREENED GRAVEL
R-11 RIGID INSULATION
FIBERGLASS FILTER CLOTH
CONC. WALL RE: STRUCT.
FOUNDATION WATERPROOFING - CONTINUE TOBOTTOM OF FOOTING (SHOWN DASHED)
5/8" GYPSUM WALL BOARD OR OTHER INTERIORFINISH - SEE SCHEDULE
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
LAP COMPOSITE SIDING, BLIND FASTENINGREQUIRED
5/8" FIBERGLASS MAT SHEATHING
1/2" PLYWOOD FURRING STRIPS (ALIGN WITH STUDS)
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6)
BLOWN-IN CELLULOSE INSULATION
ON OPPOSITE SIDES TO BE STAGGERED.APPLY "PRECORA" ACOUSTICAL SEALANT TOVERTICAL JOINTS AND AT PENETRATIONS, ROOFDECK & FLOOR SLABS
UNFACED GLASS FIBER BATT INSULATION,FRICTION FIT BETWEEN STUDS AND RUNNERS ONBOTH SIDES OF PARTY WALL
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
COMPOSITE PANEL SIDING(SEE ELEVATIONS FOR LAYUP)
5/8" FIBERGLASS MAT SHEATHING
1/2" PLYWOOD FURRING STRIPS (ALIGN WITH STUDS)
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6)
BLOWN-IN CELLULOSE INSULATION
VAPOR RETARDER
5/8" TYPE X GYPSUM WALL BOARD
STUCCO (3 COATS)
5/8" FIBERGLASS MAT SHEATHING
TAPE ALL JOINTS FOR AIR BARRIER
CONTINUOUS INSULATION (R-6) W/DRAINAGE CHANNELS
BLOWN-IN CELLULOSE INSULATION
WATER BARRIER
SELF-FURRING METAL LATH
1/2" PLYWOOD SHEATHING
1 ½" = 1'-0"
INSULATED FOUNDATION WALLW2
GL
1 ½" = 1'-0"
INTERIOR WALL (TYPICAL)W1
W3
W4
1 ½" = 1'-0"EXTERIOR WALL (SECTION) W/ SIDING
1 ½" = 1'-0"
1-HOUR BEARING PARTY WALL (PLAN)
GL
W6 1 ½" = 1'-0"EXTERIOR WALL (SECTION) W/ COMPOSITE PANEL
GL
W5 1 ½" = 1'-0"
EXTERIOR WALL (SECTION) W/ STUCCO
GL
(SECTION) W/ WOOD SIDING
D WALL-ROOF TERMINATION
NOTE:ANY PENETRATIONS TO MEET 1 HOUR FIRE RATINGSTANDARDS
NOTE: PENETRATIONS OF FIRE-RATED ASSEMBLIESMUST BE PROTECTED PER 713. (SEE MECH. DRAWINGSFOR DETAILS)
FIRE SEPARATION CONTINUES TOUNDERSIDE OF ROOF SHEATHING
W4
Specify the the type of
continuous insulation
used in the exteriorwalls.
Fire Rated System Design - UL U311
Home System Selector UL U311
CA
UL U311 - Featured
Interior Partitions - Wood Stud (Load-
Fire Rating
1 ½" = 1'-0"
Provide the full UL
U311 install
instructions specific to
the system you are
proposing. This will
provide screw
requirements.
7.2 has been revised.
7.2 has been revised.
W5 Wall assembly shows drainage
channels and a water barrier.
The continuous insulation will be mineral wool.
7.4 & 7.5 shows the full UL listings.
08/14/18
Page: 7.2 WALL ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide callouts pointing to wall
assemblies on sections or floor
plans
Page: 7.3 ROOF ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide documentation to prove
that the roof assemblies are
Class A. This is typically either
an ESR or UL report. Revise you
roof details to match the report,
including any required
underlayments. (Ordinance 40,
2016)
Page: 7.3 ROOF ASSEMBLIES & DETAILS
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Coordinate the roof gutter detail
with the trusses shown in the
structurals. Those top plates are
in the way.
Page: 8.1 WINDOW SCHEDULES
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The following windows must be
20 minute fire rated per (2015
IBC 1021.2, 1020.1, 716.6): A19,
A20, A21, A22. Revise window
schedule.
Page: 8.1 WINDOW SCHEDULES
File Name: Architectural Plans.802 West Main.2018.06.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. The
following windows should be
safety glazed:
B02, B06, B10, B13, B18
COMPOSITE PANEL SIDING
(SEE ELEVATIONS FOR LAYUP)
W2CTION) W/ STUCCO
Provide callouts pointing to wall assemblies on
sections or floor plans
Provide documentation to prove that the roof
assemblies are Class A. This is typically either an
ESR or UL report. Revise you roof details to match
the report, including any required underlayments.
(Ordinance 40, 2016)
PREFAB TRUSSES
RE: STRUCTURAL
CAP FLASHING
PED ROOF GUTTER DETAIL
W3
Coordinate the roof
gutter detail with the
trusses shown in the
structurals. Those top
plates are in the way.
A14
A15
A16
A17
A18
A19
A20
A21
A22
A23
A24
A25
A26
A27
A28
A33
The following windows
must be 20 minute fire
rated per (2015 IBC
1021.2, 1020.1,
716.6): A19, A20, A21,
A22. Revise window
schedule.
Indicate which windows require safety glazing per 2015 IBC
2406.4. Revise the window schedule or elevations. The
following windows should be safety glazed:
B02, B06, B10, B13, B18
Revised on 8.1
Per 1020.1 ex.5 these walls and openings are
greater than 30' from the PL and therefore not
required to be rated.
We are modifying the trusses to scissor trusses
so this detail will work better with the gutter
system per our detail.
See floor plans and sections for wall
assembly tags.
7.5 has a UL listed assembly for the roof.
08/14/18
Page: 8.4 DOOR SCHEDULE
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The following user passage
doors must provide a minimum
31 3/4" clear opening width with
door open to 90 degrees. Revise
door schedule and plans as
necessary do demonstrate
compliance. (ICC A117.1-2009
section 1004.5.2)
104, 105
112, 113
107, 114, 128
126, 127
129, 130
Page: 8.4 DOOR SCHEDULE
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Storage room doors in the
basement must provide a
minimum 32" clear opening
width. Revise door schedule and
plans as necessary. (2015 IBC
1010.1.1)
Page: 8.4 DOOR SCHEDULE
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Door 214 must be 20 minute fire
rated (2015 IBC 1021.2, 1020.1,
716.5)
Page: G1.08 OCCUPANCY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Single exit S occupancies are
permitted a maximum exit
access travel distance of 75'.
This may be increased to 100' if
an NFPA 13 (not NFPA 13R) fire
sprinkler system is installed per
2015 IBC table 1006.3.2(2).
Revise note on G1.08 to read
91'<100' and provide an NFPA
13 system.
Page: G1.08 OCCUPANCY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The central stair is an exit
access stair but does not comply
with any of the conditions of
2015 IBC 1019.3. You could
comply with condition 1 by
separating the stair so it only
communicates with 2 stories. We
will accept a smoke proof door at
the basement level separating
the stair from the lift. Essentially,
just a landing at the bottom of
the stair, then a door.
Alternatively, a door at the top of
the basement stairs.
MENT/ FOUNDATIONS,
EVEL,
ND LEVEL,
000
001
002
003
004
005
006
007
008
009
010
011
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
135
136
137
138
139
140
141
142
143
200
201
202
203
204
205
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
3'-0"
3'-0"
2'-8"
4'-0"
5'-0"
3'-5"
2'-3"
2'-3"
2'-2"
2'-8"
2'-8"
2'-8"
4'-0"
2'-2"
2'-3"
2'-3"
2'-8"
4'-0"
3'-5"
2'-8"
4'-0"
2'-2"
2'-8"
4'-0"
2'-2"
5'-0"
3'-0"
3'-0"
2'-3"
2'-3"
2'-2"
2'-3"
2'-3"
2'-10"
2'-10"
2'-10"
3'-0"
3'-0"
3'-0"
3'-5"
5'-0"
3'-5"
5'-0"
2'-10"
3'-0"
4'-0"
2'-8"
4'-0"
2'-10"
2'-8"
2'-2"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
8'-0"
6'-8"
6'-8"
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
TEMPERED VIEW LIGHT
20 MINUTE
20 MINUTE
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
VIEW LIGHT
18.89
18.89
18.89
18.89
18.89
18.89
18.89
18.89
18.89
18.89
27.22
27.22
19.13
26.67
33.33
22.78
15.00
15.00
14.44
17.78
17.78
19.13
26.67
14.44
15.00
15.00
17.78
26.67
22.78
19.13
26.67
14.44
19.13
26.67
14.44
33.33
27.22
27.22
15.00
15.00
14.44
15.00
15.00
25.86
25.86
25.86
27.22
27.22
27.22
22.78
33.33
22.78
33.33
25.86
27.22
26.67
19.13
26.67
25.86
17.78
14.44
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
5'-0"
2'-8"
3'-0"
3'-0"
2'-10"
2'-8"
4'-0"
3'-5"
5'-0"
5'-0"
3'-5"
3'-5"
5'-0"
2'-3"
2'-3"
2'-3"
6'-8"
6'-8"
8'-0"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
682'-8"
The following user
passage doors must
provide a minimum 31
3/4" clear opening
width with door open to
90 degrees. Revise
door schedule and
plans as necessary do
demonstrate
compliance. (ICC
A117.1-2009 section1004.5.2)
104, 105
112, 113
107, 114, 128
126, 127
129, 130
DOOR SCHEDULE
S,
QUANTITY
1
1
1
1
1
1
1
1
1
1
1
1
1
WIDTH
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
3'-0"
3'-0"
2'-8"
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
6'-8"
MANUFACTURER C
TEMPERED
Storage room doors in the
basement must provide a
minimum 32" clear opening width.
Revise door schedule and plans
as necessary. (2015 IBC
1010.1.1)
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Door 214 must be 20
minute fire rated
(2015 IBC 1021.2,
1020.1, 716.5)
DN
UP
TRAVEL DISTANCE 91'<125'
OCCUPANT LOAD
S
1:300 SF3 OCCUPANTS
1 3 7 109 11 14 1615125
J J
N N
M M
2 8
K K
L L
1346
0 4'8'1 SCALE: 1/8" = 1'-0"-1 BASEMENT/ FOUNDATIONS OCCUPANCY
Single exit S occupancies are permitted
a maximum exit access travel distance
of 75'. This may be increased to 100' if
an NFPA 13 (not NFPA 13R) fire
sprinkler system is installed per 2015
IBC table 1006.3.2(2). Revise note on
G1.08 to read 91'<100' and provide an
NFPA 13 system.
A
AF
F
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D
A
B
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All ideas, designs, arrangements and plansindicated or represented by this drawing areowned by and are the property of David JohnstonArchitects, PC and developed for use and inconjunction with the specified project. Noneof the ideas, designs, arrangements or plansshall be used by or disclosed for any purposewhatsoever without the written authorizationof David Johnston Architects, PC.
DN
UP
TRAVEL DISTANCE 91'<125'
OCCUPANT LOADS1:300 SF3 OCCUPANTS
3 7 109 11 14 1615125
J
N
M
G
H
8
K
L
1346
0 4'8'16'" = 1'-0"
EMENT/ FOUNDATIONS OCCUPANCY
The central stair is an exit access stair
but does not comply with any of the
conditions of 2015 IBC 1019.3. You could
comply with condition 1 by separating the
stair so it only communicates with 2
stories. We will accept a smoke proof
door at the basement level separating the
stair from the lift. Essentially, just a
landing at the bottom of the stair, then a
door. Alternatively, a door at the top of
the basement stairs.
The floor plans and the door schedule
have been revised to comply.
A 2'-10" door comlplies with this code.
REVISED
G1.08 has been revised to a travel
distance of 50'
G1.08 has been revised to include a
smoke-proof door.
08/14/18
Page: G1.08 OCCUPANCY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure travel paths to end
once no longer under the
building (the paths don't end at
the unit doors). For example,
unit 103's entrance door opens
into a corridor, which is still exit
access, not exit discharge.
Page: G1.09 OCCUPANCY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure common path travel
distance from the furthest
location in each unit, through the
unit, out the door, and along the
deck until there is a choice of
two travel paths. Max common
path is 125' per 2015 IBC table
1006.2.1. Revise G1.09.
Page: G1.09 OCCUPANCY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure exit access travel
distance from the furthest
location in each unit, through the
unit, out the door, along the
deck, and down the stairs. Max
is 250' per 2015 IBC table
1017.2. Revise G1.09.
Page: G1.10 FIRE AREA
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Measure fire area to the inside of
exterior walls, not the outside
per 2015 IBC 202. Includes
exterior covered areas as you
have done. Revise G1.10 and
G1.11.
Page: G1.12 FIRE SEPARATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Walls less than 5' from property
lines must be 1 hour fire rated
(assembly must be rated from
both sides). 2015 IBC table 602
and section 705.5. Revise fire
separation plans and call out
and provide a listed assembly.
1
E
J
N
M
G
H
2
D
F
K
L
DN
UP
RG
RG
RG
RG
DW
DW
DW
DW
TR
A
V
E
L
DI
S
T
A
N
C
E
36
'<
12
5
'
TR
A
V
E
L
DI
S
T
A
N
C
E
36
'<
12
5
'
TR
A
V
E
L
DIS
T
A
N
C
E
39
'<
12
5
'
TRAVEL DISTANCE 37'<125'
DR
W W
W
DR DR
DR
REF
REF
REF
REF
W
1 3 7 109 11 14 1615125
E E
J J
N N
M M
G G
H H
2 8
D D
F F
K K
L L
1346
OCCUPANT LOADR21:200 SF3 OCCUPANTS
OCCUPANT LOADR21:200 SF3 OCCUPANTS
OCCUPANT LOADR21:200 SF3 OCCUPANTS
OCCUPANT LOADR21:200 SF3 OCCUPANTS
OCCUPANT LOADR21:200 SF3 OCCUPANTS
SCALE: 1/8" = -1 BASEM
0 4'8'16'SCALE: 1/8" = 1'-0"1 MAIN LEVEL OCCUPANCY
Measure travel paths
to end once no longer
under the building (the
paths don't end at the
unit doors). For
example, unit 103's
entrance door opens
into a corridor, which
is still exit access, not
exit discharge.
RG
DW
TR
A
V
E
L
DI
S
T
A
N
C
E
37
'<
12
5
'
REF
W
DR
1 3
J
N
M
2
K
L
4
OCCUPANT L
R2
1:200 SF
3 OCCUPAN
2 SECOND LEVEL OCC
Measure common path
travel distance from
the furthest location in
each unit, through the
unit, out the door, and
along the deck until
there is a choice of two
travel paths. Max
common path is 125'
per 2015 IBC table
1006.2.1. Revise
G1.09.
RG
DW
TR
A
V
E
L
DI
S
T
A
N
C
E
3
1 3
N
M
2
L
4
OCCUPANT
R2
1:200 S
3 OCCUPA
SCALE: 1/8" = 1'-0"2 SECOND LEVEL OCC
Measure exit access
travel distance from
the furthest location in
each unit, through the
unit, out the door,
along the deck, and
down the stairs. Max is
250' per 2015 IBC
table 1017.2. Revise
G1.09.
DN
FIRE AREA
1,467.06 sq ft
1
A
3 7 109 1 5
E
J
G
H
C
2
B
8
D
F
K
L
4 6
UP
RG
RG
RG
DW
DW
DW
DR
DR
DR
REF
RE
F
RE
F
W
A
14 161512
E
J
G
H
C
B
D
F
K
L
13
Measure fire area to
the inside of exterior
walls, not the outside
per 2015 IBC 202.
Includes exterior
covered areas as
you have done.
Revise G1.10 and
G1.11.
RG
DW
4'-01/2"
4'-61/2"
2'-
6
"
3'-6"
SETBACK LINE
W
DR
REF
1 3 75
J
N
M
G
H
2
F
K
L
4 6
SCALE: 1/8" = 1'-0"1 MAIN LEVEL FIRE SEPARATION
Walls less than 5' from
property lines must be
1 hour fire rated
(assembly must be
rated from both sides).
2015 IBC table 602
and section 705.5.
Revise fire separation
plans and call out and
provide a listed
assembly.
See G1.12 for revision.
See G1.10 & G1.11 for
revision.
G1.09 has been revised
G1.09 has been revised
G1.08 has been revised
08/14/18
Page: G1.12 FIRE SEPARATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
This wall is not required to be
fire rated (it is an exit access
stair serving an egress balcony
with two exits and is greater than
10' from center of alley)
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: Group
Author: nickt
Color:
Egress balcony must be 10' from
lot line (2015 1021.4). Provide a
1 hour fire rated wall to protect it.
The portion of the balcony within
10' of the lot line must also be 1
hour fire rated on the edge and
underside.
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Split the allowable opening
calculation up by story. 2015 IBC
705.8.1.
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
This wall is not required to be
fire rated (it is an exit access
stair serving an egress balcony
with two exits and is greater than
10' from center of alley)
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Walls less than 5' from property
lines must be 1 hour fire rated
(assembly must be rated from
both sides). 2015 IBC table 602
and section 705.5. Revise fire
separation plans and call out
and provide a listed assembly.
1
A
E
C
2
B
D
F
DN UP
RG
DW
SETBACK LINE
SETBACK LINE
W DR
RE
F
A
7 109 11 14 161512
E
C
B
8
D
F
13 This wall is not
required to be fire
rated (it is an exit
access stair serving
an egress balcony
with two exits and is
greater than 10' from
center of alley)
RG
DW
REF
W
DR
E
J
G
H
F
K
L
Egress balcony must
be 10' from lot line
(2015 1021.4).
Provide a 1 hour fire
rated wall to protect it.
The portion of the
balcony within 10' of
the lot line must also
be 1 hour fire rated on
the edge and
underside.
10'-0"
CO
A
AF
F
O
R
D
A
DRAW
DRAWN
PROJECT
PERMIT
FIRE S
19.47 sq ft
19.47 sq ft
BASEMENT/ FOUNDATIONS
90'-0"
MAIN LEVEL
100'-0"
SECOND LEVEL
110'-5"
829.99 sq ft
22.00 sq ft
22.00 sq ft
1 HR RATED FLOOR/
CEILING ASSEMBLY
TOTAL AREA OPENING AREA PERCENT OF OPEN AREA
829.99 SF 82.94 SF 10%
0 4'8'16'
ISTANCE
Split the allowable
opening calculation up
by story. 2015 IBC
705.8.1.
DN UP
RG
DW
W DR
RE
F
7 109 11 1412581346This wall is not
required to be fire
rated (it is an exit
access stair serving
an egress balcony
with two exits and is
greater than 10' from
center of alley)
RG
DW
REF
W
DR
1 3 75
J
N
M
G
H
2
F
K
L
4 6
SCALE: 1/8" = 1'-0"2 SECOND LEVEL FIRE SEPARATION
Walls less than 5' from
property lines must be
1 hour fire rated
(assembly must be
rated from both sides).
2015 IBC table 602
and section 705.5.
Revise fire separation
plans and call out and
provide a listed
assembly.
See revised G1.13 and W3 on 7.2
See revised G1.13
See revised G1.13
Revised
See revised assembly
08/14/18
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Projections such as the balcony
within 5' of the property line must
be 1 hour fire rated per 2015 IBC
705.2.3. Revise fire separation
plans and call out and provide a
listed assembly.
Page: G1.13 FIRE SEPERATION
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
These walls and openings must
be protected as they are on a
dead end. Walls must be 1/2
hour fire rated and windows and
doors must be 20 minute rated
(2015 IBC 1021.2, 1020.1,
716.5, 716.6). Revise fire
separation plans and call out
and provide a listed assembly.
Page: G1.14 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide door maneuvering
clearance on both sides of the
accessible storage room door
and turnaround inside. (2015
IBC 1108.3, 1104).
Page: G1.14 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide accessible door
maneuvering clearance to lift (on
both levels).
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Indicate on the plans that the
kitchen minimum 60" clear width
measurement is to the furthest
projecting finished surface or
appliance (not including
handles). ICC/A117.1-2009
section 1004.12.1.2
W
DR
1
A
3 5
E
J
G
H
C
2
B
D
F
4 6
Projections such as
the balcony within 5' of
the property line must
be 1 hour fire rated
per 2015 IBC 705.2.3.
Revise fire separation
plans and call out and
provide a listed
assembly.
DN
DN
RG RG
DW DW
W
W
W
DR
DR
DR
REF REF
W
DR
A
E
J
M
G
H
C
B
D
F
K
L
These walls and
openings must be
protected as they are
on a dead end. Walls
must be 1/2 hour fire
rated and windows
and doors must be 20
minute rated (2015
IBC 1021.2, 1020.1,
716.5, 716.6). Revise
fire separation plans
and call out and
provide a listed
assembly.
<-
6
0
"
x
5
6
"
Provide door
maneuvering
clearance on both
sides of the
accessible storage
room door and
turnaround inside.
(2015 IBC 1108.3,
1104).
1
2
3
UP60
"
x
5
6
"
-
>
7 1095846
Provide accessible
door maneuvering
clearance to lift (on
both levels).
UP
RG
DW
REF
7 109 11 1258 136
1'-4"2'-05/8"1'-51/4"1'-3"1'-4"
5'-
1
"
50
"
x
4
8
"
-
>
<-
6
0
"
x
5
6
"
50
"
x
4
8
"
-
>
<-
6
0
"
x
5
6
"
60
"
x
4
8
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x48"<-
3
0
"
x
4
8
"
30
"
x
4
8
"
30"x48"
<-50"x48"60"x56"->
30
1 BEDROOM UNIT
ANSI A117.1-2009
TYPE B, OPTION A
Indicate on the plans that the kitchen
minimum 60" clear width
measurement is to the furthest
projecting finished surface or
appliance (not including handles).
ICC/A117.1-2009 section
1004.12.1.2
See G1.14 for revised clearances.
See G1.14 for revised clearances.
See G1.15 for clarification
The edge of the deck was pull
Ease 3" to allow for 5'-1" clear to
the property line.
See G1.13 for revised fire
separation. The window and door
schedule are updated to reflect the
proper ratings.
08/14/18
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The door swings into the clear
space of the sink in the corner
unit bathroom. Indicate a
30"x48" clearspace in the
bathroom that does not overlap
a fixture or the door swing.
ICC/A117.1-2009 section
1004.11.2.1
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Washing machines and Dryers
must be front loading to work
with the forward approach.
(ICC/A117.1-2009 section
1004.10.1). Provide a spec.
Also, verify that the bifold doors
will accommodate the clear
spaces when full open. Often,
they do not open far enough.
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Flip the 60"x48" clearspace so
that the 60" side is parallel to the
tub. Water closet and lavatory
may encroach. ICC/A117.1-2009
figure 1004.11.3.1.3.2.
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
33" minimum required space for
water closet between tub and
lavatory, revise all bathrooms
affected. ICC/A117.1-2009
section 1004.11.3.1.2.2.4.
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide interior elevations
depicting requirements for
blocking at future grab bar
locations per ICC/A117.1-2009
section 1004.11.1.
CO
A
AF
F
O
R
D
A
B
L
E
H
DRAWIN
PERMIT
ACCESSIB
DN
UP
RG
RG
DW
DR
W DR
REF
W
J
N
M
K
L
2'-05/8"
2'-37/8"
1'-
3
"
1'-
4
"
5'-51/8"
30
30
30
"
x
4
8
<-50"x48"60"x56"->
30
"
x
4
8
"
56
"
x
4
8
"
60"x48"
30
"
x
4
8
"
30
"
x
4
8
"
30
"
x
4
8
"
30"x48"30"x48"
<-
3
0
"
x
4
8
"
1 BEDROOM UNIT
ANSI A117.1-2009
TYPE B, OPTION A
The door swings into
the clear space of the
sink in the corner unit
bathroom. Indicate a
30"x48" clearspace in
the bathroom that
does not overlap a
fixture or the door
swing.
ICC/A117.1-2009
section 1004.11.2.1
RG
W
DR
REF
J
H
K
L
5'-
1
"
30"x48"
<-
5
0
"
x
4
8
"
60
"
x
5
6
"
-
>
30"x48"
x4
8
"
x4
8
"
30"x48"
Washing machines and Dryers must
be front loading to work with the
forward approach. (ICC/A117.1-2009
section 1004.10.1). Provide a spec.
Also, verify that the bifold doors will
accommodate the clear spaces when
full open. Often, they do not open far
enough.
DW
DR
REF-05/8"1'-51/4"1'-3"1'-4"2'-05/8"1'-51/4"1'-3"1'-4"
5'
-
1
"
""
30"x48"
x48"
56"x48"
60
"
x
4
8
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x48"<-
3
0
"
x
4
8
"
30
"
x
4
8
"
30"x48"
1 BEDROOM UNIT
ANSI A117.1-2009
TYPE B, OPTION A
Flip the 60"x48"
clearspace so that the
60" side is parallel to
the tub. Water closet
and lavatory may
encroach.
ICC/A117.1-2009
figure 1004.11.3.1.3.2.
DW
REF 2'-05/8"1'-51/4"1'-3"1'-4"2'-05/8"1'-51/4"1'-3"1'-4"
5'
-
1
"
30"x48"
<-
6
0
"
x
5
6
"
<-
6
0
"
x
5
6
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x48"<-
3
0
"
x
4
8
"
30
"
x
4
8
"
30"x48"
1 B
AN
TY
1 BEDROOM UNIT
ANSI A117.1-2009
TYPE B, OPTION A
33" minimum required
space for water closet
between tub and
lavatory, revise all
bathrooms affected.
ICC/A117.1-2009
section
1004.11.3.1.2.2.4.
RG
DW
W
DR
REF
J
N
M
K
L
2'-05/8"1'-51/4"1'-3"1'-4"2'-051'-51/4"1'-3"1'-4"
5'-
1
"
30"x48"
<-
5
0
"
x
4
8
"
60
"
x
5
6
"
-
>
30"x48"
50
"
x
4
8
"
-
>
<-
6
0
"
x
5
6
"
50
"
x
4
8
"
-
>
<-
6
0
"
x
5
6
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x
56"x48"
60
"
x
4
8
"
30"x48"<-
3
0
"
x
4
8
"
30
"
x
4
8
"
30"x48"
1 BEDROOM UNIT
ANSI A117.1-2009 TYPE B, OPTION A
Provide interior
elevations depicting
requirements for
blocking at future grab
bar locations per
ICC/A117.1-2009
section 1004.11.1.
The door is now an outswing door.
See sheet G1.15 for revised
clearances.
See dimension clarifications on G1.15
See sheet G1.15 for blocking
diagrams.
See the spec attached to allow for
the forward approach. See plans
for revised clearances to allow for
the bi-fold doors.
08/14/18
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Center the lavatory clearspace
on the lavatory. Center of
lavatory will need to be 24" off
the finish surface of the side
wall. It looks close at all units.
ICC/A117.1-2009 section
1004.11.3.1.1
Page: G1.15 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Indicate that the clearspaces
must be centered on the sinks
and ranges. ICC/A117.1-2009
section 1004.12.2.1 and
1004.12.2.3.
Page: G1.16 ACCESSIBILITY
File Name: Architectural Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
The units on the second level
are not required to be Type B
accessible due to the lack of an
elevator (2015 IBC 1107.7.1).
Unless you are proposing to
make the units Type B
accessible for the future
installation of an elevator, please
delete G1.16 second level
accessibility plans to reduce
confusion. If you do wish to
make the second level Type B
accessible, the primary entrance
doors must have 32" clear
openings (ICC A117.1-2009
section 1004.5.1) and make the
accessibility fixes that I've called
out for the main level.
Page: [7] C6 DRAINAGE PLAN
File Name: Civil Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an accessible route to
the outdoor seating area (2015
IBC 1104.2 and 1104.3).
Crusher fines are not an
accessible surface (must be firm,
stable, and slip resistant -
ICC/ANSI A117.1-2009 section
302.1). Civils show a step.
Revise landscapes and civils.
Civil Plans.802 West Main.2018.06.pdf (1)
Page: E1.1 ELECTRICAL ONE LINE & PANEL SCHEDULES
File Name: Electrical Plans.802 West Main.2018.05.pdf
Subject: PlanCheck
Author: nickt
Color:
Show the location of the meter
bank and solar house panel in
plan.
Electrical Plans.802 West Main.2018.05.pdf (1)
CO
A
AF
F
O
R
D
A
B
L
E
HO
U
S
I
N
G
80
2
WE
S
T
MA
I
N
ST
. AS
P
E
N
,
CO
DRAWING ISSUE
DRAWN BY:
PROJECT No:1702
PERMIT 06-14-18
CPF
G1.15
ACCESSIBILITY
Sheet No.
DN
UP
RG
RG
RG
DW
DW
DW
DR
W
W
DR
DR
REF
REF
RE
F
W
7 109 11 14 1615125
J
N
M
G
H
8
K
L
136
"1'-4"2'-05/8"1'-51/4"1'-3"1'-4"
5'-1
"
2'-05/8"
5'-1"
2'-05/8"
2'-37/8"
1'-
3
"
1'-
4
"
5'-51/8"
50"
x
4
8
"
-
>
<-6
0
"
x
5
6
"
50"
x
4
8
"
-
>
<-6
0
"
x
5
6
"
30"x48"
<-5
0
"
x
4
8
"
60"
x
5
6
"
-
>
30"x48"
60"
x
4
8
"
30"x48"
56"x48"
60"
x
4
8
"
30"x48"<-3
0
"
x
4
8
"
30"
x
4
8
"
30"x48"
30"
x
4
8
"
50"x48"-><-60"x56"
30"
x
4
8
"
30
"
x
4
8
"
30"
x
4
8
"
30"x48"->
30"x48"
30
"
x
4
8
"
<-50"x48"60"x56"->
30
"
x
4
8
"
56
"
x
4
8
"
60"x48"
30"
x
4
8
"
30
"
x
4
8
"
30"
x
4
8
"
30"x48"30"x48"
<-3
0
"
x
4
8
"
1 BEDROOM UNITANSI A117.1-2009 TYPE B, OPTION A
1 BEDROOM UNITANSI A117.1-2009 TYPE B, OPTION A
1 BEDROOM UNITANSI A117.1-2009 TYPE B, OPTION A
0 2'4'8'
Center the lavatory
clearspace on the
lavatory. Center oflavatory will need to be
24" off the finish
surface of the side
wall. It looks close at
all units.
ICC/A117.1-2009
section 1004.11.3.1.1
RG
DW
REF
N
M
K
L
2'-05/8"1'-51/4"1'-3"1'-4"
5'
-
1
"
30"x48"
56"x48"
60
"
x
4
8
"
30"x48"<-
3
0
"
x
4
8
"
30
"
x
4
8
"
30"x48"
1 BEDROOM UNIT
ANSI A117.1-2009
TYPE B, OPTION A
Indicate that the
clearspaces must be
centered on the sinks
and ranges.
ICC/A117.1-2009
section 1004.12.2.1
and 1004.12.2.3.
The units on the second level are not required to be Type B accessible
due to the lack of an elevator (2015 IBC 1107.7.1). Unless you are
proposing to make the units Type B accessible for the future
installation of an elevator, please delete G1.16 second level
accessibility plans to reduce confusion. If you do wish to make the
second level Type B accessible, the primary entrance doors must
have 32" clear openings (ICC A117.1-2009 section 1004.5.1) and
make the accessibility fixes that I've called out for the main level.
G
Provide an accessible
route to the outdoor
seating area (2015
IBC 1104.2 and
1104.3). Crusher
fines are not an
accessible surface
(must be firm, stable,
and slip resistant -
ICC/ANSI
A117.1-2009 section
302.1). Civils show a
step. Revise
landscapes and civils.
1APANEL
ELECTRICAL ONE-LINE DIAGRAM
(2) 200ASPACES
200/2
1BPANEL
200/2
METERBANK
1200A, 120/240V, 1P, 3W
42kAlC
NO SCALE
NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE,
NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE,SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW.
CONTRACTOR SHALL VERIFY ALL SERVICE EQUIPMENT BEING USED WITH LOCALUTILITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICE EQUIPMENTTHAT IS ACCEPTABLE TO USE THROUGH THE UTILITY AND THE AHJ.
4[(4 #500 MCM AL) 3-1/2"C]
T
UTILITY
TRANSFORMER
PAD MOUNTED
1CPANEL
200/2
1DPANEL
200/2
1EPANEL
200/2
2APANEL
200/2
2BPANEL
200/2
2CPANEL
200/2
2DPANEL
200/2
2EPANEL
200/2
(3 #3/0 CU,1 #4 CUG)2"C OR(3 #250 MCM AL,1 #2 ALG)3"C
HOUSEPANEL
400/2
1200/2
SOLARPANEL
PROVIDE SOLARPRODUCTION METER AS
REQUIRED BY THEUTILITY.
100/2
Show the location of
the meter bank and
solar house panel in
plan.
G1.16 has been eliminated.
See dimension clarifications on G1.15
See dimension clarifications on G1.15
An alternate material has
been selected and revised on
the LA drawings.
Shown on Plans
08/14/18
Page: L.1.02 MATERIALS P
File Name: Landscape Plans.802 West Main.2018.06.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an accessible route to
the outdoor seating area (2015
IBC 1104.2 and 1104.3).
Crusher fines are not an
accessible surface (must be firm,
stable, and slip resistant -
ICC/ANSI A117.1-2009 section
302.1). Civils show a step.
Revise landscapes and civils.
Landscape Plans.802 West Main.2018.06.pdf (1)
Page: M1.0 MECHANICAL LEGEND SPECS & SEQUENCE
File Name: Mechanical Plans.802 West Main.2018.05.pdf
Subject: Thermostat mounting height
Author: nickt
Color:
Revise mechanical plans to note
the mounting height of
thermostats. 48" max per
ICC/A117.1-2009 section
1004.9.
Mechanical Plans.802 West Main.2018.05.pdf (3)
Page: M2.0 BASEMENT HVAC PLAN
File Name: Mechanical Plans.802 West Main.2018.05.pdf
Subject: PlanCheck
Author: nickt
Color:
The mechanical room only has
a unit heater in it. What is the
intent for the use of this space?
Page: M2.1 1ST FLOOR HVAC PLAN
File Name: Mechanical Plans.802 West Main.2018.05.pdf
Subject: PlanCheck
Author: nickt
Color:
Exhausts may not discharge air
onto a walkway (2015 IMC
501.3).
Page: 1
File Name: Special Inspection.802 West Main.2018.05.pdf
Subject: PlanCheck
Author: nickt
Color:
The special inspection
agreement must be signed by
the special inspector, owner (or
owner's agent), and fabricator (in
this case the concrete installer).
Special Inspection.802 West Main.2018.05.pdf (1)
7927
7926
7928
OP
E
R
T
Y
L
I
N
E
10' SETBACK
3.
5
'
S
E
T
B
A
C
K
BENCH INTEGRATED INTO WALL;
RE: 9/L.5.01
LANDSCAPE STEPPER; 7/L.5.01
CRUSHER FINES; RE: 6/L.5.01
CONCRETE SITE WALL;
RE: 1/L.5.02
BENCH INTEGRATED INTO WALL;
RE: 9/L.5.01
COURTYARD STEPS; RE: 3/L.5.02
CRUSHER FINES; RE: 6/L.5.01
6' TALL FENCE ALONG
PROPERTY LINE; RE: 1/L.5.03
ISOLATION JOINT WHERE
CONCRETE MEETS ARCH.
TYP; RE: 4/L.5.01Provide an accessible
route to the outdoor
seating area (2015
IBC 1104.2 and
1104.3). Crusher
fines are not an
accessible surface
(must be firm, stable,
and slip resistant -
ICC/ANSI
A117.1-2009 section
302.1). Civils show a
step. Revise
landscapes and civils.
AND
MAY
S
PACE IN
HE
D
OPER
ES,
26.TEMPORARY HEATING DURING CONSTRUCTION:
a.MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY
b.GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL
Revise mechanical plans to note the mounting
height of thermostats. 48" max per
ICC/A117.1-2009 section 1004.9.
UH
1
T
UH
2
T
BASEMENT H
The mechanical room
only has a unit heater
in it. What is the intent
for the use of this
space?
1
ER WALL CAP
L CAP
58 IN
3
Exhausts may not
discharge air onto
a walkway (2015
IMC 501.3).
D. Brian Beazley 04-20-18
The special inspection agreement must be signed by the
special inspector, owner (or owner's agent), and fabricator
(in this case the concrete installer).
The mechanical room has been
reduced in size and relocated.
Electrical and Sump pump will be
located in this room.
Revised
An alternate material has
been selected and revised on
the LA drawings.
Revised
This will be signed once a
concrete installer has been
selected.
08/14/18