Embed Size (px)
Citation preview
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-0
CO
VE
R S
HE
ET
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
ATTACHMENT A
Job Address _______________________ Permit #____________________________
CITY OF LOS ANGELES
Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection requirements for All construction Projects/Certification Statement
The following notes shall be either incorporated or attached to the approved construction/grading plans and represents the minimum standards of good house keeping which must be implemented on all construction projects.
Construction means constructing, clearing, grading or excavation that result in soil disturbance.Construction includes structure teardown. It does not include routine maintenance to maintain original lineand grade, hydraulic capacity, or original purpose of facility: emergency construction activities required toimmediately protect public health and safety: interior remodeling with no outside exposure of constructionmaterial or construction waste to storm water: mechanical permit work: or original sign work. -NPEDSPermit Part 5 "Definitions"
Eroded sediments and pollutants must be retained on site and may not be transported from the site via sheet flow, swales, area drains, natural drainage course or wind.
Stockpiles of earth and other construction-related materials must be protected from being transported from the site by wind or water.
Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil or the surface waters. All approved toxic storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed o in a proper manner. Spills may not be washed into the drainage system.
Non-storm water runoff from equipment and vehicle washing and any other activity shall be contained at the project site.
Excess or waste concrete may not be washed into public way or any drainage system. Provisions shall be made to retain concrete wastes on-site until they can be appropriately disposed of or recycled.
Trash and construction-related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind.
Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into public ways. Accidental depositions must be swept up immediately and may not be washed down by rain or by other means.
As the project owner or authorized agent of the owner, I have read and understand the requirements, listed above,necessary to control storm water pollution from sediments, erosion, and construction materials, nd I certify that Iwill comply with these requirements.
Print name________________________________ (Owner or authorized agent of the owner)
Signature__________________________________ Date:___________________________________ (Owner or authorized agent of the owner)
DEVELOPMENT BEST MANAGEMENT PRACTICES HANDBOOK
ARCHITECTURAL
7401 LANKERSHIM BLVD, NORTH HOLLYWOOD, CA 91605
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-00
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
SU
RV
EY
P
LA
N
CO
NC
RE
TE
C
UR
B A
ND
GU
TT
ER
DR
IV
EW
AY
AC
CE
SS
TSB
FH
PP
TL
PP
WM
WM
WM
BR
BR
BR
SS
WM
WM
WM
TSB
TL/SL
SLB
UB
UB
SS
NP
N
AD
B I K
E
L
A
N
E
CROSS
WALK
CHAIN LINK
FENCE
CH
AIN
L
IN
K
FE
NC
E
CH
AIN
LIN
K
FE
NC
E
CHAIN LINK
FENCE
CH
AIN
LIN
K
FE
NC
E
CH
AIN
L
IN
K
FE
NC
E
WROUGHT IRON
FENCE
GATE
GA
TE
GATE
GA
TE
CHAIN LINK
FENCE
CHAIN LINK
FENCE
CHAIN LINK
FENCE
GATE
GATE
GA
TE
BILLBOARD
EX
IS
TIN
G O
NE
S
TO
RY
C
OM
ME
RC
IA
L
BU
ILD
IN
G
PA
RA
PE
T E
L.:7
76
.2
3'
FF
E=
76
1.0
0
PP
PP
GW
WR
OU
GH
T IR
ON
GA
TE
EXISTING TWO STORY APARTMENT
BUILDING
RIDGE EL.:784.39'
EAVE EL.:781.22'
761.62TC
760.86FL
7
6
1
.3
0
T
C
7
6
0
.5
3
F
L
760.93TC
760.17FL
760.53TC
759.75FL
760.09TC
759.30FL
759.26TC
758.53FL
762.3
8
FS
7
6
1
.9
2
F
S
7
6
0
.
8
8F
S
7
6
0
.
1
2
F
S
7
6
1
.
8
7
F
S
7
6
1
.
7
0F
S
7
6
0
.
7
8
F
S
7
5
9
.
7
4
F
S
7
5
9
.
6
8
F
S
759.6
1
FS
7
6
0
.
3
8
F
S
7
6
0
.
6
7
F
S
7
5
9
.
5
4
F
S
759.7
2
FS
760.2
6
FS
7
6
0
.
4
5F
S
7
6
0
.
7
4
F
S
7
5
9
.
9
9F
S
7
6
0
.
6
3
F
S
760.6
6
NG
7
6
0
.
4
8
N
G
760.0
2
NG
759.6
9
NG
7
6
0
.
8
8
N
G
760.4
6
NG
759.7
0
NG
7
6
0
.
7
1N
G
7
5
9
.4
8
F
L
758.8
6
FL
7
5
9
.
6
4
F
S
7
6
0
.
0
9
F
S
7
5
9
.
8
6
F
S
7
6
0
.
9
8
F
S
7
6
0
.
3
2F
S
761.4
7
FS
761.0
5
FS
760.6
4
FS
761.1
6
FS
7
6
0
.1
8
F
S
760.5
7
FS
760.4
6
FS
7
6
0
.
4
2
F
S
7
6
0
.
2
9
F
S
7
6
0
.
1
0
F
S
761.7
9
NG
761.4
7
NG
761.1
5
FS
7
6
1
.
4
9
N
G
761.6
9
NG
EX
IS
TIN
G T
WO
S
TO
RY
A
PA
RT
ME
NT
BU
ILD
IN
G
RID
GE
E
L.:
EA
VE
E
L.:
EXISTING ONE STORY COMMERCIAL
BUILDING
PARAPET EL.:784.53'
EXISTING
ONE STORY
HOUSE
RIDGE EL.:776.35'
EAVE EL.:769.10'
EXISTIN
G
ONE STORY
HOUSE
RIDGE E
L.:775.79
EAVE EL.:7
71.94
FFE:761.69
EX
ISTIN
G
ON
E S
TOR
Y
HO
US
E
RID
GE
EL.:775.07'
EA
VE
EL.:772.63'
PP
EXISTING
TWO STORY
HOUSE
RIDGE EL.:781.93'
EAVE EL.:778.90
FFE:761.59
2FFE:770.57
FFE=762.46
FFE=763.87
CH
AIN
L
IN
K
FE
NC
E
CHAIN LINK
FENCE
7
6
0
.
2
5
F
S
7
6
0
.
0
6
F
S
7
5
9
.
8
0
F
S
759.51
FS
759.57
FS
7
5
9
.
8
6F
S
7
5
9
.
4
2
F
S
7
6
0
.
2
1
F
S
759.97
FS
759.95
FS
7
6
0
.
4
7
F
S
7
6
0
.
0
6
F
S
7
5
9
.
8
2
F
S
CH
AIN
L
IN
K
FE
NC
E
759.9
4
FS
760.97
FS
7
6
0
.
0
1
N
G
760.0
8
NG
759.8
2
NG
760.9
8
NG
760.6
7
NG
760.8
1
NG
7
6
1
.
2
8
F
S
7
6
1
.
2
6
F
S
7
6
1
.2
4
F
S
760.87
FS
760.78
FS
7
6
0
.
4
6
F
S
760.9
0
FS
7
6
0
.
4
1
F
S
7
6
0
.8
9
F
S
760.1
6
FS
760.1
4
FS
759.9
2
FS
7
6
0
.
0
2
F
S
760.0
3
FS
759.5
9
FS
7
5
9
.
7
1
F
S
ASPHALT AREA
ASPHALT AREA
ASPHALT AREA
ASPHALT AREA
ASPHALT AREA
LANDSCAPE
AREA
W
W
W
W
WO
OD
W
AL
L
CHAIN LINK
FENCE
ST
EP
UP
CONCRETE WALKW
AY
ST
EP
UP
STEP
UP
ST
EP
UP
PP
OV
ER
HA
NG
760.4
4
FS
760.4
4
FS
LOT 11
SB
SB
ST
EP
UP
BLOCK WALL
ASPHALT AREA
ST
EP
UP
762.33
NG
7
6
1
.
6
9
F
S
7
6
1
.
5
9
F
S
7
6
1
.
5
3
F
S
EXISTING
STORAGE
w
7
6
0
.
4
6
N
G
GATE
SURVEY PLAN
SIT
E P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-1
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
LEGEND
LA
NK
ER
SHIM
BL
VD
.
⅊⅊
⅊
⅊
BUILDING #2
9,302 S.F PER STORY X4=27,208 SQ.FT
BUILDING #117,984 S.F PER STORY X 4= 71,936 SQ.FT
(108) UNIT APARTMENT BUILDING, 4-STORY RESIDENTIAL/GARAGE OVER FIRST FLOOR/ BASEMENT
DR
IV
EW
AY
AC
CE
SS
PP
WM
WM
WM
BR
BR
BR
SS
WM
WM
WM
TSB
TL/SL
SLB
UB
UB
SS
NP
N
AD
CHAIN LINK
FENCE
CHAIN LINK
FENCE
FF
E=
76
1.00
PP
PP
GW
WR
OU
GH
T IR
ON
EAVE EL.:781.22'
7
6
1
.3
0
T
C
7
6
0
.5
3
F
L
760.93TC
760.17FL
760.53TC
759.75FL
760.09TC
759.30FL
7
6
1
.
7
0F
S
7
6
0
.
7
8
F
S
7
5
9
.
7
4
F
S
7
5
9
.
5
4
F
S
759.7
0
NG
7
6
0
.
7
1N
G
7
5
9
.4
8
F
L
758.8
6
FL
7
6
0
.
0
9
F
S
7
6
0
.
9
8
F
S
7
6
0
.
3
2F
S
761.4
7
FS
761.0
5
FS
760.6
4
FS
7
6
0
.1
8
F
S
761.7
9
NG
761.6
9
NG
RID
GE
E
L.:
EA
VE
E
L.:
PP
CH
AIN
LIN
K
FE
NC
E
CHAIN LINK
FENCE
759.8
2
NG
760.9
8
NG
7
6
0
.
0
2
F
S
W
CHAIN LINK
FENCE
760.4
4
FS
SB
SB
BLOCK WALL
ASPHALT AREA
762.33
NG
7
6
1
.
6
9
F
S
7
6
1
.
5
9
F
S
SITE PLAN
BASEMENT FLOOR PLAN
BA
SE
ME
NT
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-2
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
⅊⅊⅊
2.
2.2.
FIRST FLOOR PLAN
FIR
ST
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-3
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
2.
2.2.
2,250 SQ.FT
OCCUPANT LOAD
2,250/25= 90>50 SQ.FT
LA
NK
ER
SHIM
BL
VD
.D
RIV
EW
AY
AC
CE
SS
PP
WM
WM
WM
BR
BR
BR
SS
WM
WM
WM
TSB
TL/SL
SLB
UB
UB
SS
NP
N
AD
CHAIN LINK
FENCE
CHAIN LINK
FENCE
FF
E=
761.00
PP
PP
GW
WR
OU
GH
T IR
ON
7
6
1
.3
0
T
C
7
6
0
.5
3
F
L
760.93TC
760.17FL
760.53TC
759.75FL
760.09TC
759.30FL
7
6
1
.
7
0F
S
7
6
0
.
7
8
F
S
7
5
9
.
7
4
F
S
7
5
9
.
5
4
F
S
759.7
0
NG
7
6
0
.
7
1N
G
7
5
9
.4
8
F
L
758.8
6
FL
7
6
0
.
0
9
F
S
7
6
0
.
9
8
F
S
7
6
0
.
3
2F
S
761.4
7
FS
761.0
5
FS
760.6
4
FS
7
6
0
.1
8
F
S
761.7
9
NG
761.6
9
NG
RID
GE
E
L.:
EA
VE
E
L.:
PP
CH
AIN
LIN
K
FE
NC
E
CHAIN LINK
FENCE
759.8
2
NG
760.9
8
NG
7
6
0
.
0
2
F
S
W
CHAIN LINK
FENCE
760.4
4
FS
SB
SB
BLOCK WALL
ASPHALT AREA
762.33
NG
7
6
1
.
6
9
F
S
7
6
1
.
5
9
F
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2.
UNIT # 201UNIT # 202UNIT # 203
UNIT # 206
UNIT # 207
UNIT # 208
UNIT # 219
UNIT # 221
UNIT # 220
UNIT # 210
UNIT # 218
UNIT # 211
UNIT # 213
UNIT # 212
UNIT # 209
UNIT # 217
UNIT # 222
UNIT # 223
UNIT # 224
UNIT # 225
UNIT # 226UNIT # 227
⅊
⅊⅊⅊
SD
SD
SD
SD
UNIT # 204
UNIT # 205
2.
SD
SD
SD
UNIT # 214
SD
SD
SD
SD
SD
UNIT # 215
2.
SD
SD
SD
SECOND FLOOR PLAN
SE
CO
ND
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-4
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
UNIT # 216
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2.
UNIT # 301
UNIT # 302
UNIT # 303
UNIT # 304
UNIT # 307
UNIT # 308
UNIT # 321
UNIT # 320
UNIT # 319
UNIT # 310
UNIT # 318
UNIT # 311
UNIT # 312
UNIT # 309
UNIT # 317
UNIT # 322
UNIT # 323
UNIT # 324
UNIT # 325
UNIT # 326UNIT # 327
UNIT # 305
UNIT # 306
⅊ ⅊
SD
SD
SD
UNIT # 313
2.
SD
SD
SD
SD
SD
2.UNIT # 314
SD
SD
UNIT # 315
THIRD FLOOR PLAN
TH
IR
D F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-5
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
UNIT # 316
FOURTH FLOOR PLAN
FO
UR
TH
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-6
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2.
UNIT # 401
UNIT # 402
UNIT # 403
UNIT # 404
UNIT # 407
UNIT # 408
UNIT # 421
UNIT # 420
UNIT # 419
UNIT # 410
UNIT # 418
UNIT # 411
UNIT # 412
UNIT # 409
UNIT # 417
UNIT # 422
UNIT # 423
UNIT # 424
UNIT # 425
UNIT # 426
UNIT # 427
UNIT # 405
UNIT # 406
⅊ ⅊
SD
SD
SD
UNIT # 413
2.
SD
SD
SD
SD
SD
2.UNIT # 414
SD
SD
UNIT # 415
UNIT # 416
FIFTH FLOOR PLAN
FIF
TH
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-7
ENGINEERING INC.
SD
1.
2.
NOTE
LEGEND
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2.
UNIT # 501
UNIT # 502
UNIT # 503
UNIT # 504
UNIT # 507
UNIT # 508
UNIT # 521
UNIT # 520
UNIT # 519
UNIT # 510
UNIT # 518
UNIT # 511
UNIT # 512
UNIT # 509
UNIT # 517
UNIT # 522
UNIT # 523
UNIT # 524
UNIT # 525
UNIT # 526
UNIT # 527
UNIT # 505
UNIT # 506
⅊ ⅊
SD
SD
SD
UNIT # 513
2.
SD
SD
SD
SD
SD
2.UNIT # 514
SD
SD
UNIT # 515
UNIT # 516
LEGEND
LA
NK
ER
SHIM
BL
VD
.
ROOF PLAN
RO
OF
F
LO
OR
P
LA
N
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-8
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-9
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
BU
ILD
IN
G E
LE
VA
TIO
NS
EAST ELEVATION
ROOF
EL:
3rd FLOOR
EL:
2nd FLOOR
EL:
1st FLOOR
EL:
4th FLOOR
EL:
5th FLOOR
EL:
TOP OF STAIRCASE
EL:
SOUTH ELEVATION
SOUTH E L E V A T I O N
ROOF
EL:
3rd FLOOR
EL:
2nd FLOOR
EL:
1st FLOOR
EL:
4th FLOOR
EL:
5th FLOOR
EL:
TOP OF STAIRCASE
EL:
ELEVATION NOTES
1.
2.
ELEVATION SYMBOLS
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-10
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
BU
ILD
IN
G E
LE
VA
TIO
NS
NORTH E L E V A T I O N
NORTH ELEVATION
WEST ELEVATIONWEST E L E V A T I O N
ROOF
EL:
3rd FLOOR
EL:
2nd FLOOR
EL:
1st FLOOR
EL:
4th FLOOR
EL:
5th FLOOR
EL:
TOP OF STAIRCASE
EL:
ROOF
EL:
3rd FLOOR
EL:
2nd FLOOR
EL:
1st FLOOR
EL:
4th FLOOR
EL:
5th FLOOR
EL:
ELEVATION NOTES
1.
2.
ELEVATION SYMBOLS
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-11
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
BUILDING SECTION 1
BU
ILD
IN
G S
EC
TIO
NS
BUILDING SECTION 2
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-12
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
BU
ILD
IN
G S
EC
TIO
NS
BUILDING SECTION 3
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-13
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
SD
LEGEND
TYPE A 734 SQ.FT. TYPE B 999 SQ.FT.TYPE C 1041 SQ.FT.
TYPE E 702 SQ.FT.TYPE D 986 SQ.FT.
TYPE F 720 SQ.FT.
NOTE
EN
LA
RG
E U
NIT
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
A-14
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
SD
LEGEND
TYPE G 999 SQ.FT. TYPE H 733 SQ.FT. TYPE I 1004 SQ.FT.
TYPE K 1004 SQ.FT.TYPE J 986 SQ.FT.
TYPE L 757 SQ.FT.
NOTE
EN
LA
RG
E U
NIT
S
SD
SD
SD
SD
SD
SD
SD
SD
UNIT # 215
SD
SD
SD
SD
SD
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
A-15
DO
OR
&
WIN
DO
W
SC
HE
DU
LE
ALL REQUIRED EXIT DOORS SHALL BE NOT LESS THAN 3 FT. WIDE 6'-8 HIGH, SHALL
HAVE A CLEAR EXIT WAY WIDTH OF NOT LESS THAN 32" AND SHALL BE CAPABLE OF
OPENING 90 DEGREES. THE MAXIMUM DOOR LEAF WIDTH IS 4 FEET WHEN SERVING AN
OCCUPANT LOAD OF 10 OR MORE. (1003.3.1 .3a) & (1003.3.1.4)
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
DE
TA
ILS
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
D-1
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
42"
5-1/4"
7" M
IN
9" M
IN
.
METAL COPING
SCREWS AND
WATERTIGHT WASHERS
IN SLOTTED HOLES
AT 2'-0" O.C.
PARAPET WALL
FLASHING
3"
AT 1'-0" O.C.
2" X 16 GA. CLIPS
METAL CASING BEAD
BACKED METAL LATH
PLASTER ON PAPER
PORTLAND CEMENT
CANT
BASE FLASHING
ROOFING
FLASHING
PARAPET WALL
2 1/2"
2 x 6 @ 10" O.C.
AS PER STRUCT'L
PLYWOOD SHEATHING
CUT FROM 2 x
T.O.P.
AS PER STRUCT'L
PLYWOOD SHEATHING
SE
E E
LE
VA
TIO
N A
ND
S
EC
TIO
N
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
DE
TA
ILS
PR
OJE
CT
OW
NE
R
DR
AW
IN
G T
IT
LE
D-2
ENGINEERING INC.
EQ
UIT
Y P
RO
PE
RT
IE
S, L
LC
7401 LA
NK
ER
SH
IM
B
LV
D,
NO
RT
H H
OLLY
WO
OD
, C
A 91605
