HomeMy WebLinkAbout35 W Huntington Dr - 2023 -PROJECT TEAM
SHEET INDEXPROJECT DATA
SCOPE OF WORK SUMMARY:
SCOPE AND CODE
REFERENCE SITE PLAN
NINFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2018
CLIENT:
ABBREVIATIONS LEGEND OF SYMBOLS
VICINITY MAPGENERAL NOTES
A0.1
DEFERRED SUBMITTALS
EXISTING BUILDING
ARCADIA SELF STORAGE
35 WEST HUNTINGTON DR.
ARCADIA, CA 91007
ARCHITECTURAL:
ELECTRICAL
MECHANICAL
STRUCTURAL
LEGAL DESCRIPTION:
N
+8'-0" A.F.F.
ACT CEILING
X
XX.XX
A
B
C
D
ROOM NAME
ROOM NAME
XXX
1
PL-1
01
1
1
101A
1/4:12
X
XXX.XX
X
XXX.XX
X
XXX.XX
X
XXX.XX
9.5
#--
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
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D E R S E N
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.
ARCHITECT:
MEP ENGINEERS
DESIGN CODES
N
LOCATION
PROJECT
LOCATION
PROJECT
FIRE PROTECTION/FIRE SPRINKLERS/FIRE ALARM:
21-006_A02
GENERAL CODE
NOTES & DETAILS
A0.2
AS NOTED
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
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No
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2
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2
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D E R S E N
T
K
.
STAIRWAYS
HANDRAILS
COMMUNICATION ELEMENTS AND FEATURES
ELECTRICAL
GUARDS
·
·
·
PASSENGER DROP-OFF & LOADING ZONES
HAZARDS & PROTRUDING OBJECTS
·
·
·
·
·
·
·
·
OPERABLE PARTS
PARKING SPACES
CURB RAMPS, BLENDED TRANSITIONS, AND ISLANDS
21-006_A02
GENERAL CODE
NOTES & DETAILS
A0.3
AS NOTED
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
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S T A T E OF
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No
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D E R S E N
T
K
.
SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL
ACCESSIBLE ROUTES
SIGNS & IDENTIFICATION
·
·
·
·
·
FLOORING TRANSITIONS
SCALE: 1'-0" = 1'-0"9THRESHOLDS
SCALE: 6" = 1'-0"10
A
B
STAIR
EXIT
UP
TACTILE "EXIT STAIR UP" SIGN
SCALE: 3" = 1'-0"1
21-006_A02
GENERAL CODE
NOTES & DETAILS
A0.4
AS NOTED
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
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S T A T E OF
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2
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D E R S E N
T
K
.
EGRESS & AREAS FOR EVACUATION ASSISTANCE
CORRIDORS, HALLWAYS AND AISLES
NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED
·
·
·
·
·
·
·
·
·
·
·
·
ROUTE
EXIT
TACTILE "EXIT ROUTE"SIGN
SCALE: 3" = 1'-0"1
TACTILE "EXIT STAIR DOWN" SIGN
SCALE: 3" = 1'-0"8
EXIT
TACTILE "EXIT" SIGN
SCALE: 3" = 1'-0"3 TACTILE "TO EXIT" SIGN
SCALE: 3" = 1'-0"2ACCESSIBLE SIGNAGE @ ENTRY
SCALE: 3" = 1'-0"4
EXIT
TO
STAIR
EXIT
DOWN
TYP. TACTILE SIGN INSTALLATION
SCALE: 1/4" = 1'-0"7
PULL SIDE
PUSH SIDE
(SIDE APPROACH)
CLEARANCE AT DOOR
SCALE: N.T.S.6
(FRONT APPROACH)
(FRONT APPROACH)
PULL SIDE
PUSH SIDE
CLEARANCE AT DOOR
SCALE: N.T.S.5
(SIDE APPROACH)
(SIDE APPROACH)
CLEARANCE AT TWO DOORS IN SERIES
SCALE: 3/8" = 1'-0"12
A B C
LAVATORY CLEARANCES
SCALE: 3/8" = 1'-0"11CLEARANCE AT TWO DOORS IN SERIES DRINKING FOUNTAIN CLEARANCES
SCALE: 3/8" = 1'-0"10 REACH RANGES
SCALE: 3/8" = 1'-0"9
21-006_A02
GENERAL CODE
NOTES & DETAILS
A0.5
AS NOTED
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
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D E R S EN
T
K
.
21-006_A02
UNIT MIX
BREAKDOWN
A0.6
AS NOTED
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
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D E R S EN
T
K
.
ACCESSIBLE UNIT CALCULATIONS
ACCESSIBLE UNIT CALCULATIONS
SCALE: N.T.S.11UNIT MIX
SCALE: N.T.S.12 LOCKER UNIT MIX
SCALE: N.T.S.10
A0.7
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
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AP
S T A T E OF
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D
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No
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4
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2
5
D E R S EN
T
K
.
BASEMENT LEVEL EGRESS PLAN
SCALE: 1/8" =1'-0"N
EGRESS LEGEND
ROOM
NAME
###
### SQ.FT
OCC-LOAD OCC.
#1:OLF
FIRE DEPARTMENT NOTES
KEY NOTES
1
XX'
TRAVEL DISTANCE REQUIREMENTS:
OCCUPANT LOAD SUMMARY:
BUILDING CODE SUMMARY
EGRESS DATA & OCC. LOAD
PLUMBING FIXTURE CALCULATIONS:
2
STORAGE
001
101'
101'
7,571 SQ.FT
15 OCC.
S-1 1:500
1
1
108'
2
2
1
A0.8
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
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a
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S T A T E OF
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D E R S EN
T
K
.
FIRST LEVEL EGRESS PLAN
SCALE: 1/8" =1'-0"N
KEY NOTES
1
2
3
EGRESS LEGEND
ROOM
NAME
###
### SQ.FT
OCC-LOAD OCC.
#1:OLF
FIRE DEPARTMENT NOTES
XX'
TRAVEL DISTANCE REQUIREMENTS:
OCCUPANT LOAD SUMMARY:
BUILDING CODE SUMMARY
EGRESS DATA & OCC. LOAD
PLUMBING FIXTURE CALCULATIONS:
4
5
6
46'
33'
1
1
1
3
56'
6
4
5
5
1
A0.9
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
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S T A T E OF
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D
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N
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CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
KEY NOTES
1
A1.0
2
3
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
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,
S
u
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t
e
1
7
5
Fo
u
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t
a
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n
V
a
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,
C
a
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f
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r
n
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9
2
7
0
8
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
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l
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a
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c
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c
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s
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c
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M
an
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R
C
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R
E
AR
C
A
D
I
A
S
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L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CIR AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
EXISTING SITE PLAN
SCALE: 1/16" =1'-0"N
LEGEND
SIGNING & STRIPING
GENERAL NOTES
VICINITY MAP
N
LOCATION
PROJECT
4
121
2
2
3
3
5
6
7
8
4
45
8 7
6
6
2
2
4
KEY NOTES
1
A1.1
2
3
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
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l
l
a
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r
c
h
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t
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c
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s
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c
o
m
ag
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M
an
ll
A
R
C
H
I
T
E
C
T
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R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
PROPOSED SITE PLAN
SCALE: 1/16" =1'-0"N
LEGEND
SIGNING & STRIPING
GENERAL NOTES
VICINITY MAP
N
LOCATION
PROJECT
1
3
1
A1.2
4
4
2
EXPENSE.
BE CLAIMED AT
(Address)
TOWED VEHICLES MAY
OR BY TELEPHONING
(Telephone Number)
DESIGNATED
UNAUTHORIZED VEHICLES PARKED IN
ACCESSIBLE SPACES
NOT DISPLAYING
DISTINGUISHING
PLACARDS OR LICENSE
PLATES ISSUED FOR
PERSONS WITH
DISABILITIES MAY BE
TOWED AT OWNER'S
ACCESSIBLE PARKING SIGNAGE
SCALE: 3/4" = 1'-0"2
(PER SECTION 11B-502.8)
ACCESSIBLE
ENTRANCE
ACCESSIBLE DIRECTION SIGN
SCALE: 3/4" = 1'-0"8
VAN ACCESSIBLE SIGNAGE
SCALE: 3/4" = 1'-0"3
(PER SECTION 11B-502.6)
PARKING
ONLY
MINIMUM
FINE $250
VAN
ACCESSIBLE
ACCESSIBLE STALL SYMBOL
SCALE: 1" = 1'-0"4
(PER SECTION 11B-502.6.4)
PRECAST CONCRETE WHEELSTOP
SCALE: N.T.S.7
NO
PARKING
4
A1.2
7
A1.2
2/3
A1.2
VAN ACCESSIBLE PARKING STALL
SCALE: 1/8" = 1'-0"1
A1.2
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
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(
9
4
9
)
5
1
5
-
9
6
0
0
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w
.
m
a
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l
l
a
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c
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t
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c
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s
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c
o
m
ag
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M
an
ll
A
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C
H
I
T
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C
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R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
KEY NOTES
1
AD2.0
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
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l
l
a
n
a
r
c
h
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t
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c
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s
.
c
o
m
ag
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M
an
ll
A
R
C
H
I
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C
T
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E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
DEMO BASEMENT LEVEL FLOOR PLAN
SCALE: 1/8" =1'-0"N
DEMO LEGEND
DEMOLITION NOTES
1
ELEV. VESTIBULE
110
7
A6.1A
1
A6.1
A
2
A6.1
A
WALL LEGEND
PLAN NOTES
KEY NOTES
1
A2.0
2
3
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
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l
l
a
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a
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c
h
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c
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s
.
c
o
m
ag
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M
an
ll
A
R
C
H
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C
T
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R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S EN
T
K
.
BASEMENT LEVEL FLOOR PLAN
SCALE: 1/8" =1'-0"N
STORAGE
001
SHADED WALLS INDICATE NEW WORK:
4
5
6
6
6
9
A6.1
2
3
2
3
6
6
6
6
6
4
1
4
1
5
10
A5.110
A5.2
WALL LEGEND
PLAN NOTES
KEY NOTES
1
A2.1
2
3
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
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t
e
1
7
5
Fo
u
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t
a
i
n
V
a
l
l
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y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
g
e
l
l
a
n
a
r
c
h
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t
e
c
t
s
.
c
o
m
ag
e
M
an
ll
A
R
C
H
I
T
E
C
T
U
R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S EN
T
K
.
GROUND LEVEL FLOOR PLAN
SCALE: 1/8" =1'-0"N
SHADED WALLS INDICATE NEW WORK:
4
5
6
7
8
8
8
9
9
10
11
11
10
6
4
4
4
4
4
12
5
13
7
12
13
2
1
11
4
2
2
2
12
12
12
12
11
14
14
A B
DC
MOUNTING HEIGHTS DIAGRAM
SCALE: 1/2" = 1'-0"12
EXISTING ADA RESTROOM ELEVATIONS
SCALE: 1/2" = 1'-0"8
EXISTING ADA RESTROOM FLOORPLAN
SCALE: 1/2" = 1'-0"10 A5.1
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
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(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
g
e
l
l
a
n
a
r
c
h
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t
e
c
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s
.
c
o
m
ag
e
M
an
ll
A
R
C
H
I
T
E
C
T
U
R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
PLAN NOTES
KEY NOTES
1
8
A5.1
A
B
C
D
6
1
7
2
1
6
3
6
1
2
2
8
4
2
3
4
5
6
7
8
9
10
4
3
7
8
8
3
10
10
5 5
5 5
9
A B
DC
MOUNTING HEIGHTS DIAGRAM
SCALE: 1/2" = 1'-0"12
EXISTING RESTROOM ELEVATIONS
SCALE: 1/2" = 1'-0"8
EXISTING RESTROOM FLOORPLAN
SCALE: 1/2" = 1'-0"10 A5.2
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
l
(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
g
e
l
l
a
n
a
r
c
h
i
t
e
c
t
s
.
c
o
m
ag
e
M
an
ll
A
R
C
H
I
T
E
C
T
U
R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
5
D E R S E N
T
K
.
PLAN NOTES
KEY NOTES
1
8
A5.2
A
B
C
D
7
3
2
6
2
2
2
3
4
5
6
7
6
1
7
3
4
1
3
4
1
4
8
8
8
8 8
5
5
GRAB BAR MOUNTING
SCALE: 3" = 1'-0"2
A B
DC
MOUNTING HEIGHTS DIAGRAM
SCALE: 1/2" = 1'-0"12
PROPOSED ADA RESTROOM ELEVATIONS
SCALE: 1/2" = 1'-0"8
PROPOSED ADA RESTROOM FLOORPLAN
SCALE: 1/2" = 1'-0"10 A5.3
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
l
b
e
r
t
A
v
e
n
u
e
,
S
u
i
t
e
1
7
5
Fo
u
n
t
a
i
n
V
a
l
l
e
y
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
8
Te
l
(
9
4
9
)
5
1
5
-
9
6
0
0
ww
w
.
m
a
g
e
l
l
a
n
a
r
c
h
i
t
e
c
t
s
.
c
o
m
ag
e
M
an
ll
A
R
C
H
I
T
E
C
T
U
R
E
AR
C
A
D
I
A
S
E
L
F
-
S
T
O
R
A
G
E
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
O
R
NIATCETIHCRA
D
E
S
N
E
CIL
No
.
C
2
6
6
4
3
Re
n
.
4
/
2
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D E R S E N
T
K
.
PLAN NOTES
KEY NOTES
1
8
A5.1
A
B
C
D
6
1
7
2
1
6
3
6
1
2
2
9
4
2
3
4
5
6
7
8
9
10
4
3
7
8
8
3
10
10
5 5
5 5
9
12
A5.3
12
A5.3
12
A5.3
02
01
12
A5.3
01
05
05
A B
DC
MOUNTING HEIGHTS DIAGRAM
SCALE: 1/2" = 1'-0"12
PROPOSED RESTROOM ELEVATIONS
SCALE: 1/2" = 1'-0"8
PROPOSED RESTROOM FLOORPLAN
SCALE: 1/2" = 1'-0"10
GRAB BAR MOUNTING
SCALE: 3" = 1'-0"2
A5.4
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
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35
W
.
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T
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D
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.
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
-
1
2
3
4
5
NA
R
CI
R
AP
S T A T E OF
C
A
L
I
F
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R
NIATCETIHCRA
D
E
S
N
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CIL
No
.
C
2
6
6
4
3
Re
n
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/
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D E R S E N
T
K
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PLAN NOTES
KEY NOTES
1
8
A5.2
A
B
C
D
7
3
2
4
2
2
3
4
5
6
7
6
1
7
3
1
3
6
2
5
5
5 5
4
1
12
A5.4
02
04
03
12
A5.4
04
03
05
05
ELEVATION
FIRE EXTINGUISHER CABINET
1-1/2" = 1'-0"9
PLAN AT NON-RATED WALL
9
A6.1
TYP. MOUNTING HEIGHTS DIAGRAM
1/2" = 1'-0"6
TYPICAL
UNIT
TYPICAL
CORRIDOR
TYPICAL
UNIT
5
A6.1
10
A6.1
5
A6.1
10
A6.1
A A
STORAGE UNIT ADA NOTES
3/8" = 1'-0"5TYP. INTERIOR STORAGE DOOR
3/8" = 1'-0"7TYP. INTERIOR STORAGE DOOR
3/8" = 1'-0"8
ACCESSIBLE STORAGE UNIT
3/8" = 1'-0"2 ACCESSIBLE STORAGE UNIT
3/8" = 1'-0"1
A
TYP. ADA RESTROOM SIGNAGE
SCALE: 3" = 1'-0"11 TYP. ADA SIGNAGE
SCALE: 3" = 1'-0"10 A6.1
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
0
T
a
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b
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A
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.
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7
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1
2
3
4
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4
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D E R S E N
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JANUS NTERNATIONAL
Peter Lee
135 Janus International Blvd. Temple, GA 30179
I
35 W. Huntington Dr.
Arcadia, CA 91007
ENGINEER DRAWING SCHEDULE
C1 COVER SHEET
J100 BASEMENT FLOOR LOWER UNIT PLAN
J101 BASEMENT FLOOR UPPER UNIT PLAN
J102 BASEMENT FLOOR FRAMING PLAN
J103 BASEMENT FLOOR DECKING PLAN
D100 OPTIONS
D101 HALLWAY DETAILS
D102 PARTITION DETAIL
D103 ADA CODE
D104 FE CABINET
L100 LOCKER DETAILS
L200 LOCKER DETAILS
11/24/2021
Basement Floor Lower Unit Plan
P l a n V i e wS c a l e : 1/8" = 12"J100
1
14x18252SF
10x9
90 SF
10x9
90 SF
10x9
90 SF
10x9
90 SF
112.5 SF
12.5x9
10x990 SF
5x9
45 SF
21x9
189SF
5x12
60 SF 8x1296 SF 8x1296 SF 10x12120 SF 8x1296 SF
5x12
60 SF
20x9
180SF
5x945 SF
10x10
100 SF
10x9
90 SF
10x9
90 SF
126 SF
14x9
190 SF10x19 190 SF10x19 14x18
252SF
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
6x530 SF
11x555 SF
10x5
50 SF
10x5
50 SF
10x550 SF
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5 5x630 SF
25SF
5x5 5x630 SF
25SF
5x5 5x630 SF
25SF
5x5 5x6
30 SF
25SF
5x5 5x630 SF
25SF
5x5 5x6
30 SF
25SF
5x5 5x630 SF
25SF
5x5 5x6
30 SF
25SF
5x5 5x630 SF
25SF
5x5 5x6
30 SF
25SF
5x5 5x630 SF
25SF
5x5 5x6
30 SF
6x530 SF 6x636 SF
25SF
5x5 25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
25SF
5x5
6x530 SF
10x550 SF
10x550 SF
10x550 SF
11x5
55 SF
Interior Doors
Type CountWidthHeightMarkColor (key)
Additional Items
Item CountFinish
see proposal for door color
Headers
Type - Flush CountWidthHeightMarkColor (key)
Door Frames - Glossy White finish
Type CountWidthHeightColor (key)Mark
Unit Size CountApproximate S/F
Unit Mix
Net Rentable:sf±4,885.5
Type CountWidthHeightFinishMark
Wall Schedule
Kick Plate
Item CountFinish
B
C
A
D
1'-4" HEADER HEIGHT
8'-0" FINISHED HALLWAY HEIGHT
Revision: 01
C
A
D B
D
Sheet
Size
Color Coded Drawing- Plot/Print in Color
Dr
a
w
n
F
o
r
:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
Basement Floor Lower
J100
CO
N
V
E
R
S
I
O
N
-
54153
PE
T
E
R
L
E
E
35
W
.
H
U
N
T
I
N
G
T
O
N
D
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,
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11/24/2021
Basement Floor Upper Unit Plan
P l a n V i e wS c a l e : 1/8" = 12"J101
1
Unit Size CountApproximate S/F
Unit Mix
Net Rentable:sf±1,420
Interior Doors
Type CountWidthHeightMark
Type CountWidthHeightFinishMark
Color (key)
Additional Items
Item CountFinish
Headers
Type - Flush CountWidthHeightMarkColor (key)
Wall Schedule
see proposal for door color
Door Frames - Glossy White finish
Type CountWidthHeightColor (key)Mark
4'-0" Upper System Height
8'-0" Lower System Height
KEY
= 20" x 4'-0" Corrugated Hall
Sheet- Upper Glossy White
=Hallway 4'-0" height
= 20" x 4'-0" Corrugated Partition
Vertical Sheet -Galvalume
= Upper Locker Swing Right
= Upper Locker Swing Left
=LOCKER FLOOR CHANNELS
=4" CEE
=No Upper Lockers Provided
=ZEE PURLINS
=LEDGER ANGLE
=CLIP ANGLE SEE 2-S300
= Location of Lower Door
Entry (keep clear of columns)
=HORIZONTAL HAT CHANNEL
KEY
1
L100
1. INTERIOR HORIZONTAL LOAD PER IBC 2018 OF 5 PSF
20SF
5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4 20SF5x4 20SF5x4 20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF
5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
20SF5x4
D
Sheet
Size
Color Coded Drawing- Plot/Print in Color
Dr
a
w
n
F
o
r
:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
Basement Floor Upper
J101
CO
N
V
E
R
S
I
O
N
-
54153
PE
T
E
R
L
E
E
35
W
.
H
U
N
T
I
N
G
T
O
N
D
R
.
,
A
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C
A
D
I
A
,
C
A
9
1
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0
7
11/24/2021
Basement Floor Framing Plan
P l a n V i e wS c a l e : 1/8" = 12"J102
1
SEISMIC BRACING
(3) Stud Upper Locker System
QTY.
Stud Schedule
DESCRIPTION REMARKS
QTY.DESCRIPTION
HAT BRACES
REMARKS
LEDGER ANGLE
QTY.DESCRIPTION REMARKS
GA
QTY.DESCRIPTION
Zee Purlins
REMARKS
4'-0" Upper System Height
8'-0" Lower System Height
KEY
= 20" x 4'-0" Corrugated Hall
Sheet- Upper Glossy White
=Hallway 4'-0" height
= 20" x 4'-0" Corrugated Partition
Vertical Sheet -Galvalume
= Upper Locker Swing Right
= Upper Locker Swing Left
=LOCKER FLOOR CHANNELS
=4" CEE
=No Upper Lockers Provided
=ZEE PURLINS
=LEDGER ANGLE
=CLIP ANGLE SEE 2-S300
= Location of Lower Door
Entry (keep clear of columns)
=HORIZONTAL HAT CHANNEL
KEY
Partial Framing Plan2
J102
4
L100
D
Sheet
Size
Color Coded Drawing- Plot/Print in Color
Dr
a
w
n
F
o
r
:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
Basement Floor Framing
J102
CO
N
V
E
R
S
I
O
N
-
54153
PE
T
E
R
L
E
E
35
W
.
H
U
N
T
I
N
G
T
O
N
D
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,
A
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C
A
D
I
A
,
C
A
9
1
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0
7
11/24/2021
Basement Floor Upper Unit Plan
P l a n V i e wS c a l e : 1/8" = 12"J103
1
QTY.DESCRIPTION REMARKS
Decking Materials
4'-0" Upper System Height
8'-0" Lower System Height
KEY
= 20" x 4'-0" Corrugated Hall
Sheet- Upper Glossy White
=Hallway 4'-0" height
= 20" x 4'-0" Corrugated Partition
Vertical Sheet -Galvalume
= Upper Locker Swing Right
= Upper Locker Swing Left
=LOCKER FLOOR CHANNELS
=4" CEE
=No Upper Lockers Provided
=ZEE PURLINS
=LEDGER ANGLE
=CLIP ANGLE SEE 2-S300
= Location of Lower Door
Entry (keep clear of columns)
=HORIZONTAL HAT CHANNEL
KEY
D
Sheet
Size
Color Coded Drawing- Plot/Print in Color
Dr
a
w
n
F
o
r
:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
Basement Floor Decking
J103
CO
N
V
E
R
S
I
O
N
-
54153
PE
T
E
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L
E
E
35
W
.
H
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11/24/2021
2" X 2" ANGLE 5' O.C.
1/4-14 X 7/8"
STITCH TEK SCREW
FENDER .875
FLAT WASHER
30" APART
MESH
30" O.C.
In leau of Washer use Mesh Clip if Provided
FASTENERS W/CLIP
OPTION
MESH CLIP
FASTENERS W/WASHER
30" O.C.
30" O.C.
30" O.C.
KICKPLATE
Security Mesh Detail
Isometric View
Kickplate & Mitered corner at Corr. Panel Detail
Isometric View
= PARTITION SHEET. 20" VERTICAL
= PARTITION X-BRACING SHEET. 20" VERTICAL
= PARTITION LINER SHEET. 20" VERTICAL
= 20" CORRUGATED WHITE HALLWAY PANEL
= 20" CORRUGATED WHITE LINER PANEL
KEY
= PARTITION LINER [INSULATED WALL] SHEET
= 12" FLUSH WHITE PANEL
= 12" FLUSH WHITE LINER PANEL
= JANUS HALLWAY SYSTEM
= EXISTING BUILDING
= OUTSIDE CHAMFERED CORNER
= ANGLE - INSIDE CORNER
= ANGLE - START/END ANGLE
= INTERIOR SWING DOOR - RIGHT HAND
= INTERIOR SWING DOOR - LEFT HAND
= ROLLUP DOOR - INTERIOR
[SEE PLAN SCHEDULE FOR SPECIFIC SIZES]
= COLUMN COVER
= ADA UNIT
= FIRE EXTINGUISHER CABINET
= 4'-0" HIGH WAINSCOT
= PIPE WRAPS
Step
= STEP DOWN
= 4" HEADER BRIDGE CEE
= LIGHT FIXTURE
= MOTION SENSOR
= EXIT SIGN
= OUTSIDE CORNER GUARD
= SOFFIT
20" VERTICAL
HEADER HEIGHT
ROLLUP DOOR
HEIGHT
SYSTEM HEIGHT
8'-0"
6'-8"
1'-4" HEADER HEIGHT
8'-0" FINISHED HALLWAY HEIGHT
1'-4"
Pull Rope
72" A.F.F. Max.
Knoted
72"
Maximum
Rollup door Pull Rope measure
Elevation
A
B
C
D
INSIDE UNIT
FLUSH HEADER FLUSH HEADER
SEAMUS ANGLE
UNIT PARTITION
DOUBLE ROLLUP FRAME
BOTTOM CHANNEL
#8 TEKS
2x2 Angle
Seamus Angle Attachment
Plan View
Vertical Partition Attachment Option
E
F
= FACE OF HALLF.O.H.
Latch, Mini, JBTS,, W/O Padlock Holes, SS (JBI-CTS-NH-SS)
238"FACE OF HALLWAY
FACE OF STEEL
4" Mitered Corner Detail
Plan View
3"
3"
4"
(5'-0" TYPICAL)
± 53 4"4" Full Height Aluminum
Diamond Plate Mitered
Corner
Janus standard Hallway
System
20" VERTICAL PARTITION
BOTTOM CHANNEL
EXISTING WALL
FLOOR
3" FLAT STRAP AT
TOP TRIM ANGLE 2x5/8"
BY OTHERS PROVIDE TEK SCREWS
MID-POINT OF WALL
PROVIDE TEK SCREWS
AT BOTTOM
Liner attachment to wall Detail
Isometric View
by others.
(3' shown)
Trim Angle
Inside angle
Window
(field cut to width)
Corrugated Panel
Window Liner panel Detail
Isometric View
*WHERE APPLICABLE ON PLAN
AT TOP
Corr. Entry Way Liner panel Detail
Isometric View
Dr
a
w
n
F
o
r
:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
OPTIONS
D100
CO
N
V
E
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S
I
O
N
-
54153
PE
T
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L
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35
W
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A
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C
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D
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C
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9
1
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11/24/2021
TEKS SCREW
SINGLE FRAME (FLUSH)
COVERSHEET ANGLE
SYSTEM 500
SWING DOOR
STITCH TEK SCREW
1/4-14 X 7/8" (ROLL UP)
1/4-20 X 1" PHILLIPS FLATHEAD
ANGLE
CORNER ANGLE
SINGLE FRAME
CHANNEL
THIS SIDE OF THE ANGLE LIES
ON TOP OF THE TOP CHANNEL,
SINGLE ROLLUP FRAME
SINGLE PLATE
DOUBLE ROLLUP FRAME
BASE CHANNEL SINGLE
BASE
MINI GUIDE
BASE CHANNEL SINGLE
JANUS 650 MINI DOOR
FLUSH HEADER PANEL
DOUBLE PLATE FLUSH
CHANNEL
DOUBLE
FLUSH HEADER PANEL
CHANNEL
#8 X 1/2" (HALLWAY)
PERCUSSION 3/4"
FASTENERS (FLOOR)HINGE SCREW (SWING DOOR)
INSIDE
TOP
3.) 8'-4" Finished Hallway Height Typical; other heights manufactured per request.
3'-4" OR 8'-4" WIDE
FLUSH HEADERS CORRUGATED SECUREWALL (Fixed Walls)
4.) Maximum allowable Height to be 9'-0" and meet horizontal and seismic loads.
&
1.) These door and hallway system instructions are intended for a professional installer such as a steel
erector or door installer. Individuals without sufficient knowledge of the doors, hallways or steel
components can pose a threat for potential injury or harm. Failure to follow instructions can result
in personal injury and/or material damages. Please review ALL drawings and instructions prior to
2.) Upon receiving material, check quantities and items against the packing list to confirm all materials
were received. Arrange material in locations near their final position, out of the way of other trades.
Stage in a dry area to minimize material movement and potential damage.
point. Affix the hallway bottom channel between the steel structure and the edge of the chalk line.
5.) Anchor with supplied 3/4" shot & pin every 24" on center.Continue in the same manner with the unit
partition Bottom Channel measuring the units dimension from the back of channel (already anchored
to the front of the channel being laid out. As plans indicate, affix the roll up frame Base Channels
accordingly with 2 shot and pin fasteners per base channel.
6.) Attach starter angle to floor bottom channel. Temporarily brace with 2"x2" angle, to reinforce
and minimize flexibility. Make sure the starter angle is plumb for easy top channel installation. A
starter angle is required between each individual unit. (attachment done with #8 x 1/2" Tek screws
7.) Attach flush or corrugated Back Plate to Rollup Frame with (4) #8 Teks screws-2 per side. Height
of the plate is determined by the height of the hallway system and door size. The top edge of the
Back Plate should also be flush with the top edge of the Rollup Frame.
Install the Rollup Frames relative to door opening size. Stand up the Rollup Frame with the Back Plate
and fasten the assembly to the rollup frame base channel. Insure that the frame is plumb, then fasten Top cap.
installation and layout.
INSTALLATION NOTES:
from top to bottom at 2', 4' and 6' increments)
BOTTOM CHANNEL
CORRUGATED WALL
MITERED CORNER
SECURAWALL (CORRUGATED)
SINGLE ROLLUP
FLUSH
INSIDE CORNER Detail
HALL SIDE
NOT BEHIND IT.
11
D-101
BASE CHANNEL DETAIL9
D-101
TOP CAP CORNER Detail10
D-101
FIELD NOTCH
BACK LEG
FRAME
BY 6'-8" , 7'-0" or 7'-4"
INSIDE CORNER
8.) Securely affix the Top Channel to existing steel structures where applicable, Starter Angles and/or Rollup Frames so
that the top of the channel is 1/2" higher than the specified hallway system height. Ensure that the
channel remains level, to avoid ill-fitting corrugated or flush wall panels. (fasten w/ #8x1/2 tek screws )
9.) Install wall panels vertically into Floor Channel and Top Channel as recommended. Level before
a. For corrugated panel, secure with 3 screws at the top and bottom--total fasteners being 6
per sheet.
b. For flush panels, secure with 2 screws at the top and bottom--total fasteners being 4 per
sheet.
10.) Mid-Span Bracing is provided on corrugated walls as shown.
11.) Affix Kick Plates and Corner Guards upon completion of the Hallway System.
12.) Install "Mo-Caps" on the back of ALL exposed screws.
fastening w/ #8x1/2 tek screws.TOP CAP
CHANNEL
TOP CAP
SINGLE PLATE
CORRUGATED SEAM DETAIL8
D-101
FLUSH
HALL SIDE
STORAGE SIDE
FINISH SIDE INTERLOCK
(NO TEKS)
INTERIOR ISOMETRIC VIEW
COVERSHEET
SECURAWALL6
D-101 CORRUGATED SHEET
ON LEFTLATCH
HALLWAY
SIDE
INTERIOR
STORAGE UNIT SIDE
PLAN VIEW
L.H. DOOR SHOWN
STORAGE UNIT SIDE
SWING DOOR HANDING12
D-101
HINGE
L.H. SHOWN (L.H.R. Left Hand Reverse door)
LH SHOWN
OUT SWING TYPICAL
3-per fasteners per Dbl. frame typical - 24" o.c. for fixed wall
fasten to partitions or building
columns 10' o.c. typical.
Inside Angle attachment done with #8 x 1/2" Tek screwsfrom top to bottom at 2', 4' and 6' increments.
Starter Angle attachment done with #8 x 1/2" Tek screws
from top to bottom at 2', 4' and 6' increments.
Attachment done with (2) #8 x 1/2" Tek screws
at intersection of top channels
Attachment done with (9) #8 x 1/2" Tek
screws as shown in this detail
Tek channel to panels as shown
Attach to floor - 24" o.c. (fixed walls)
1.) Factory prefinished Glossy White frames and headers standard.
General Notes:
2.) Non Load bearing hallway storage unit system shown.
MINI GUIDE (LEFT)
(RIGHT)
20ga steel
20ga steel
20ga steel
20ga steel
20ga steel
20ga steel
Hilti X-GN 0.118 x 3/4" in concrete.
Hilti Low-Velocity Power Driven
floor Track channel fasteners. P/N
Per 3.1.1 of ICC-ES Evaluation
Report ESR-1752
20ga steel
20ga steel
20ga steel
26ga steel
3x3 ANGLE ALT.
TOP CHANNEL AT FRAMES TO BE ATTACHED TO PARTITIONS 10' ON CENTER MAXIMUM.
High TYPICAL
NON LOAD BEARING STORAGE WALL SYSTEM
HALLWAY SYSTEM MEETS THE FOLLOWING LOADS:
1. INTERIOR HORIZONTAL LOAD PER IBC 2018 OF 5 PSF
HALL TO PARTITION DETAIL
Top View
12
D101
Attachment done with (2) #8 x 1/2" Tek screwsat both top and bottom channels
26 GAGE PRE-FINISHED STEEL
26ga steel
Hallway sideStorage side
Note: large 3" leg of top channel is towards storage unit side and short 2" leg faces into hallway.
Hallway sideStorage side
DESCRIPTION
20 GAGE PRE-FINISHED
GALVANIZED STEEL
SINGLE1
SIZE =
DOOR FRAME
9 3/8"
2 516"
1 1116"
5 8"
DESCRIPTION
20 GAGE PRE-FINISHED
GALVANIZED STEEL
FRAME HGT.= HALL HGT.
DOUBLE2
HEIGHTSIZE =
DOOR FRAME
20"
20"
2 516"
1 1116"1 1116"
9 38"
DESCRIPTION
20 GAGE PRE-FINISHED
GALVANIZED STEEL
FLUSH3
HEADER PANEL
2"
12"
HGT.
12"
FRAME HGT.= HALL HGT.
HEIGHT
DMDS HALLWAY DOOR SYSTEM
3.) Reference site drawing to review layout and unit mix before commencing installation. Note that
the finished hallway dimension will be 5" less than the rough hallway dimension due to the 2-1/2"
bottom floor channel secured on each side of the hallway.
4.) Using a chalk line, mark the dimensions for the hallway 2-1/2" from a steel structure starting D-101
D-101
D-101
DESCRIPTION
20 GAGE PRE-FINISHED
GALVANIZED STEEL
4
D-101 TOP CAP CHANNEL
3 4"
1 12"
3 4"
UNLESS NOTED OTHERWISE ON PLAN
KICK PLATE
See Proposal
for Location
and type.
KICK PLATE
See Proposal
for Location
and type.
KICK PLATE
See Proposal
for Location
and type.
8'-0" HEIGHT
[2438mm]
8'-0" FINISHED HALLWAY HEIGHT
(2) 1/2 Floor Anchors @ Upper Lockers
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INTERNATIONAL
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(770) 562-2850
www.janusintl.com
HALLWAY DETAILS
D101
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8'-0" FINISHED HALLWAY HEIGHT
TEKS SCREW HEX HD
#8 X 1/2" SDS (PARTITION)
PERCUSSION 3/4"
FASTENERS (FLOOR)
UNIT DIVIDING PARTITION ASSEMBLY
BOTTOM CHANNEL
CORRUGATED WALL
TOP ANGLE
Rear View
INTERLOCKING
CORRUGATED WALLS
N O T E S :
1) FASTEN THE BOTTOM CHANNEL TO THE FLOOR 24" OC
USING AIR, BUTANE OR POWDER ACTUATED FASTENERS.
2) CONNECT THE TOP ANGLE TO THE HALLWAY SYSTEM AND
2x2 MESH BRACING ANGLES WITH TEK SCREW FASTENERS.
3) INSERT THE CORRUGATED WALL PANELS INTO THE
"FINGERS" OF THE CORRUGATED UNTIL SECURE AND
FASTEN THE TOP OF THE CORRUGATED WALL SECTIONS
TO THE TOP ANGLE'S OUTER LIP USING TEKS SCREWS
TOP ANGLE AND BOTTOM CHANNEL. SLIDE INTERLOCKING
4) SECURE THE BOTTOM OF THE CORRUGATED WALL
USING TEKS SCREWS (AS SHOWN IN REAR VIEW).
SECTIONS TO THE BOTTOM CHANNEL'S FRONT FACE
(AS SHOWN IN THE REAR VIEW).
5) SECURE THE MIDSPAN BRACING CHANNEL ACROSS
TEKS SCREWS (AS SHOWN IN REAR VIEW).
THE BACK OF THE CORRUGATED WALL SECTIONS USING
SEE NOTE 1.
SEE NOTE 3.
(SEE NOTE 3)
(SEE NOTE 3)
SEE NOTE 4.
MIDSPAN BRACING
(SEE NOTE 5)
CORRUGATED SHEET PROFILE
26 GAGE GALVALUME STEEL
MATERIAL:
Midspan attachment done with #8 x 1/2"
Tek screws.
Floor attachment done with 3/4" percussion pins
placed at 24" on center typical.
Attachment done with (3) #8 x 1/2" Tek
screws as shown in this detail
TOP ANGLE PROFILE
MIDSPAN CHANNEL PROFILE
STARTER AND END ANGLE
20 GAGE STEEL
20 GAGE STEEL
20 GAGE STEEL
BOTTOM CHANNEL PROFILE
20 GAGE STEEL
Interlocking connection; no fasteners required
DEMOUNTABLE NON LOAD BEARING
6) OPTIONAL SECURITY MESH 2x2x16gage Galv. WWF SUPPORTED
BELOW SPRINKLER HEAD DIFFUSERS.
WITH 2x2x120 ANGLES 60" OC. TOP OF MESH TO BE 18" MINIMUM
TOP CONNECTION
20 GAGE STEEL
Ceiling Attachment or Bracing Attachment at 60" OC
Maximum in addition to mesh w/ clips at 12" on center
ADDITION TO MESH WITH MESH CLIPS AT 12" ON CENTER;
UNLESS TOP ANGLE IS ATTACHED DIRECTLY TO STRUCTURAL
CEILING MEMBERS OR STRUCTURAL COLUMNS. SEE
PARTITION BRACING DETAIL
TOP VIEW
CEILING/BRACING ATTACHMENT
(SEE NOTE 7)
7
D102
8) PARTITION PANEL MEET: THE FOLLOWING LOADS:
1. INTERIOR HORIZONTAL LOAD PER IBC 2018 OF 5 PSF
FASTENING HARDWARE
WOOD LAG 5/16"x1 1/4"
CONNECTING TO WOOD
DETAILS 7-D102 AND 7.1-D102 ON THIS SHEET.
Hilti X-GN 0.118 x 3/4" in concrete.
Hilti Low-Velocity Power Driven
floor Track channel fasteners. P/N
Per 3.1.1 of ICC-ES Evaluation
Report ESR-1752
7) NOTE: 2X2 ANGLE BRACING IS REQUIRED AS SHOWN IN
requirements. See bracing detail and Note 7.
is required to meet 5 psf loading and seismic
SECURITY MESH DETAIL
ISO VIEW
7.1
D102
ANGLE/ MESH BRACING
STITCH TEK SCREW
1/4-14x 7/8 SDS (Mesh)
A D D I T I O N A L N O T E S :
A.) 8'-0" TYPICAL FINISHED PARTITION HEIGHT.
C.) THIS IS A NON LOAD BEARING UNIT DIVIDING SYSTEM.
D.) FACTORY GALVALUME FINISH PROVIDED STANDARD.
B.) 3'-0" MINIMUM TO A 8'-10" MAXIMUM PARTITION HEIGHT.
E.) Install "Mo-Caps" on the back of ALL exposed screws below 8'-1" A.F.F.
ICC-ESR-1976, 3294 ICC-ESR-1976, 3294 ICC-ESR-1976, 3294ICC-ESR-1752
FLOOR J-CHANNEL
CONTINUE THROUGH
NOTE: ONE WALL MUST
INTERSECTION
VERTICAL ANGLES
PARTITION PARTITION
WALL
PARTITION
PARTITION INTERSECTION
PLAN VIEW
FLOOR J-CHANNEL
FASTENER IS
SETBACK 6"
MAXIMUM. THEN
PARTITION
WALL
UNIT
STORAGE
INSIDE
PARTITION
HALLWAY
SYSTEM PANEL
SETBACK
PARTITION TO HALL PANEL
PLAN VIEW
TO HALL TOP & BOTTOM
CONNECT PART'N TOP ANGLE
FLOOR
FASTENER IS
SETBACK 6"
MAXIMUM PARTITION
WALL
PARTITION
END / START CONDITION
PLAN VIEW
2x2 ANGLE
AT START
AND END
END WALL
SEAMUS ANGLE ATTACHEMENT
PLAN VIEW
4
D102
5
D102
6
D102
3
D102
HALL TO PARTITION ATTACHMENT
SECTION VIEW
2
D102
TOP CAP
CHANNEL
FRAME
BASE CHANNEL
2x2 Angle
INSIDE UNIT
FLUSH HEADER FLUSH HEADER
SEAMUS ANGLE
UNIT PARTITION
DOUBLE ROLLUP
FRAME
BOTTOM CHANNEL
#8 TEKS
2x2 Angle
CHANNEL
24" O.C. TYP.
1
D102
J-CHANNEL
2x2 END/STARTER
ANGLE (end of run only)
Attach to existing Building with appropriate
fasteners 24" on center
FINGERS
3 required per partition panel as shown.
(teks, wood lags or masonry pins)
Dr
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INTERNATIONAL
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135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
PARTITION DETAILS
D102
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Handle
Front Elevation CLOSED ROLL-UP DOOR
Pull Rope
OPEN ROLL-UP DOOR
48" A.F.F. Max.
Graspable
ALL DOORS SHALL REQUIRE A MAXIMUM OF 5 POUNDS OF FORCE TO OPEN AND CLOSE.
Looped
48"
Maximum
S
Center
of Door
15"
Min.
SWING DOOR
Typical items required for Roll-up unit
8" Nylon Strap with 'S' Hook for Latch Slide.
12" Nylon Strap for graspable handle on front of door.
48" Hanging Strap for graspable pull rope.
Typical items required for Swing Door unit
8" Nylon Strap with 'S' Hook for Latch Slide.
Attachment Hardware.
Accessibility Sign.
S
Handle
Graspable
Sign
Accessibility
Slide
Latch
Accessibility Sign.
Front ElevationFront Elevation
ACCESSIBLE ACCESSIBLE
9"
Sign
Accessibility
Slide
Latch
ACCESSIBLE
9"
60"
Note: Sign height is 48" Minimum to 60" Maximum, reference ADA code chapter 7, section 703.4.1. and comply to Section 703
60"
Hook Velcro
To Frame
Loop Velcro
Sewn to strap
ADA CODE FOR STORAGE
2018 ADA CODE REFERENCE
32
"
A
F
F
15
"
M
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-
4
8
"
M
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Dr
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F
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:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
ADA CODE
D103
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Fire Extinguisher Cabinet
Side Elevation
Fire Extinguisher Cabinet
Front Elevation
4" Max.
under 40 lbs.
For fire extinguishers
Note:
48" Max.
Handle to Finished Floor
Hall side
52"
Typical
top of cabinet
52"
Typical
top of cabinet
Finished Floor
4'-4"
Fire Extinguisher Handle
Must Be 48" or Less from Floor
Manejar en 48" m'aximo altura.
FIRE CABINET INSTALLATION
FE Cabinet
Decal
FE Cabinet Decal
(Break Glass In
Case of Fire)
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:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
FE CABINET
D104
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LOCKER DECK CONSTRUCTION
SECTION THROUGH DECK
SCALE: NONE
4'-0" Deep Units
General Notes:
2
L100
1
L100
45 3
4"
48"
21 7
8" O.C. 21 7
8" O.C.
96
.
0
0
"
48
.
0
0
"
14
4
.
0
0
"
[
1
2
'
-
0
"
T
O
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A
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I
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]
MESH ASSEMBLY3
L100
4
L100
CLIP CONNECTION
8'-0" Top of Deck
MAXIMUM LOAD OF 1000 POUNDS
ON TOP OF DECK IN EACH STORAGE UNIT
14
4
"
48
"
96
"
2
1
7
8"
2
1
7
8"
48
.
0
0
"
UP
P
E
R
P
A
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5'-0"
O
R
1
0
'
-
0
"
L
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Dr
a
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F
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:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
LOCKER DETAILS
L100
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FRONT ANGLEFRONT ANGLE
Dr
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:
INTERNATIONAL
JANUS
135 Janus International Blvd
Temple, Georgia 30179
866-562-2580 Toll-Free
(770) 562-2850
www.janusintl.com
LOCKER DETAILS
L200
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S-1
JOB NUMBER:
CHECKED:
STATUS:
DRAWN:
CAD FILE:
PLOT DATE:
24"x36" SCALE:
10
5
4
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