+
AD PR
O
FF
ES
SI
O
N
A
PR A C T I C E
// /// /// /// /// ///
L
Professional Practice Valley Police Department >ŽĐĂƟŽŶ ͬ sĂŶ EƵLJƐ͕ dLJƉĞ ͬ dĞŶĂŶƚ /ŵƉƌŽǀĞŵĞŶƚ ^ŝnjĞͬ ϭϱ͕ϬϬϬ ƐĨ ^ƚĂƚƵƐ ͬ WƌĞůŝŵŝŶĂƌLJ ĞƐŝŐŶ WŚĂƐĞ zĞĂƌ ͬ ϮϬϭϰ ZŽůĞ ͬ ƉƌŽĚƵĐĞ ĂƌĐŚŝƚĞĐƚƵƌĂů ĚƌĂǁŝŶŐƐ ĨƌŽŵ WƌĞͲ ĞƐŝŐŶ ƚŚƌƵ ƉŚĂƐĞ
Victory Outreach Church >ŽĐĂƟŽŶ ͬ tŚŝƫĞƌ͕ dLJƉĞ ͬ ZĞƚĂŝů Θ ƐƐĞŵďůLJ ^ŝnjĞͬ ϭϭ͕ϰϭϬ ƐĨ ^ƚĂƚƵƐ ͬ ƵŶĚĞƌ ƌĞŶŽǀĂƟŽŶ ;ĨŽƌŵĂůůLJ Ă ďĂŶŬͿ zĞĂƌ ͬ ϮϬϭϮͲϮϬϭϯ ZŽůĞ ͬ ƉƌĞƉĂƌĞ Θ ĂƐƐŝƐƚ ŝŶ ĂƌĐŚŝƚĞĐƚƵƌĂů ĚƌĂǁŝŶŐƐ͕ ƌĞŶĚĞƌŝŶŐƐ
1
proprac
Woodbury University Design Project >ŽĐĂƟŽŶ ͬ >ŽƐ ŶŐĞůĞƐ͕ dLJƉĞ ͬ ZĞƐŝĚĞŶĐĞ ^ŝnjĞ ͬ ϴϬϬ ƐĨ ^ƚĂƚƵƐͬ ƵŶďƵŝůƚ zĞĂƌͬ ^ƉƌŝŶŐ ϮϬϭϭ /ŶƐƚƌƵĐƚŽƌͬ ĂŶŝĞů ZĂďŝŶ
proprac
2
(DESIGN STAGE ONLY)
REVISION DATES
T T LB T E MP LAT E R E V IS ION DAT E : 02/2013 S HE E T IS S UE DAT E : 05/07/14
10' - 0" 5' - 6"
F ILE P AT H: Q:\Arch\V alley P D\Valley P D_plans UP DAT E .rvt
1 29' - 4"
PROPERTY LINE
N 90째 00' 00" E 290.09'
SET BACK LINE
CONCRETE SIDEWALK
15' - 0"
12' - 0"
2
C
2
3
3
4
32' - 0" 15' - 0"
4
5
110' - 2"
CONCRETE SIDEWALK
5 22' - 6"
26' - 0"
SYLVAN ST
G
DRIVEWAY
T HE C IT Y OF LOS ANG E LE S OR IT S OF F IC E R S OR AG E NT S S HALL NOT B E R E S P ONS IB LE F OR T HE AC C UR AC Y OR C OMP LE T E NE S S OF E LE C T R ONIC C OP IE S OF T HIS P LAN S HE E T .
1 6
16' - 0"
202' - 10" PROPERTY LINE
6
7
N 0째 00' 00" E 650.22'
7
8
M
TYRONE AVE
L DRIVEWAY
76' - 8" 16' - 0" DRIVEWAY
8' - 0"
24' - 0"
CONCRETE SIDEWALK
SET BACK LINE 25'
K
J PLANTIN AREA
H
PARKING STRUCTURE
F
E 73' - 11 3/4"
D
227' - 2" 28' - 0"
1
B
A
8 28' -
2
9
4
10 28' - 0"
5
6
11
12
MECH. SYS.
VALLEY POLICE HEADQUARTERS 14960 SF C
1--A102-1
B
7
0'
13
20'
14
40'
80'
N
A1 A100
SCALE 1" = 20'-0"
SITE PLAN
15
16
PLOTTED:
E MMANUE L S ANDOVAL
E
A
28' - 0" CONCRETE SIDEWALK
168' - 0"
SHEET
5/30/2014 3:56:58 PM
OF
WORK ORDER NO.
PLAN FILE NO.
E117722
DRAWING NO.
A100
SHEETS
AP P R OV E D B Y : MAHMOOD K AR IMZADE H, AIA, P R INC IP AL AR C HITE C T
C HE C K E D B Y : J . R OB E R T LOME LIN
PARKING STRUCTURE
DR AW N B Y :
INDE X NO.
DISABLED PATHWAY
6240 S Y LMAR AV E NUE V AN NUY S , C A 91404
STREET CENTER LINE
V AN NUY S P OLIC E S T AT ION E LE V AT OR ADDIT ION
PROPERTY LINE
LIC . NO.: C 23333
TRASH BIN
J . R OB E R T LOME LIN
73' - 0"
R E V IS ION DE S C R IP T ION
-
B UILDING NO.
DAT E
SITE AREA: 188,500.00 SQ FT BUILDING AREA: 14,960.00 SQ FT
AR C HIT E C T :
NO.
S 0째 00' 00" W 650.22'
DAT E :
BY
VALLEY POLICE DEPARTMENT
DE S IG NE D B Y : HE R B E R T G UE V AR A
PARKING STRUCTURE 23' - 8"
ADDR E S S :
3 28' - 0" DRIVEWAY
15
P R OJ E C T :
28' - 0" 27' - 2 3/8"
14
S IT E P LAN
0" 16' - 0"
INT E R IM C IT Y E NG INE E R
DRIVEWAY
AP
120' - 0"
13
AR C HIT E C T UR AL DIV IS ION
16' - 0"
12
DEBORAH WEINTRAUB, AIA, LEED
- 0" 11
S HE E T T IT LE :
V E R T IC AL C ONT R OL: HOR IZONTAL C ONT R OL:
30' - 0"
10
28' - 0"
PROPERTY LINE
29' - 4"
9 16
KEY: SCOPE OF WORK
BUILDING AREA
NG A
(DESIGN STAGE ONLY)
REVISION DATES
A 200 1
6' - 0"
A
1
GROUND FLOOR PLAN PARTIAL 1/4" = 1'-0"
3
E 4' - 6"
5' - 6"
66
1
5' - 6"
0' - 6 1/2"
1
2 A100-1
7
7
ELEVATOR DETAIL PLAN 1/2" = 1'-0" 3
2
4' - 6"
7' - 5"
D 4
A 3
C
B
28' - 0"
28' - 0"
4
7' - 1"
6
8' - 0 1/2"
5
CLEAR INSIDE CAB
4
4' - 0"
3' - 0"
66 3' - 7"
5 1' - 0"
3
13' - 0"
6' - 0"
2
4' - 0"
2
1' - 0"
29' - 4"
T HE C IT Y OF LOS ANG E LE S OR IT S OF F IC E R S OR AG E NT S S HALL NOT B E R E S P ONS IB LE F OR T HE AC C UR AC Y OR C OMP LE T E NE S S OF E LE C T R ONIC C OP IE S OF T HIS P LAN S HE E T .
1 8
M 3' - 4 1/4" 5 0' - 1 3/4"
L 9
3
K 3
CLEAR INSIDE CAB 7' - 5"
J
ELEVATOR DETAIL PLAN FIR 1/2" = 1'-0"
H
B 7
G
3' - 2 1/2" 1 70' - 0"
F 7
3
UP
10
11
12
14
15
16
HOISTWAY DOOR TYPE: 2 SPD SLIDING DOORS (WITTUR) HOISTWAY DOORS FINISH: S/S CLAD HOISTWAY FINISH: MASONRY
PUMP MFR: CONCORD PUMP MODEL: VICKERS 3P MOTOR: 5.0 HP VALVE MODEL NO: EPV-7 VALVE COIL VOLTS: 24V DC MAX WORKING PRESSURE: 1500 PSI (10340 kPa) RELIEF VALVE SETTING: MAX 25% ABOVE ACTUAL WORKING PRESSURE RESERVOIR: 22 GAL. HOSE & SAFETY VALVE: NO PIPING: HARD PIPE USING SCHEDULE TYPE: 80, MEETING ASTM A106B NOMINAL SIZE: 1/2 INCH, SEAMLESS
4' - 6" 5
-
CAB TYPE: TYPE 1 RIGHT HAND CAB HEIGHT: 84” STANDARD CAB OPERATION: AUTOMATIC OPERATION GATES REQ: AUTOMATIC OPERATED GATES GATE TYPE: 2 SPD. DOORS (WITTUR) MATCH CAB GATE FINISH: S/S INSIDE PLATFORM AREA: 18 SF.
B UILDING NO.
CAR DIMENSION/PLATFORM GATES
CLASSIFICATION: PUBLIC BUILDING APPLIED CODE: ASME A17.1-2000 SEC.5.2 MODEL: ORION CAPACITY: 1400LBS NOMINAL SPEED: 30 FPM TRAVEL: 130" PIT DEPTH: 18" POWER SUPPLY: 60HZ SINGLE PHASE 240V HYDRAULIC
10' - 3 1/2"
4' - 0"
CLEAR INSIDE CAB
3' - 7" 3' - 0"
3
GENERAL
DAT E
4 2' - 0"
BY
LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR NOTES:
3' - 4 1/4"
CLEAR INSIDE CAB
13
JACK UNIT EFFECTIVE STROKE: 68” SOLID PLUNGER O/D: 2 3/4” CYLINDER O/D: 3 1/2” CYLINDER I/D: 3” SPLIT CYLINDER: NO COLLAPSED LENGTH: 86 3/4” CYLINDER WALL THICKNESS: 1/4” SUSPENSION
R E V IS ION DE S C R IP T ION
9
CAR FINISH DETAILS TYPE: AIRCRAFT CABLE 2 X 3/8” DIA. NOMINAL STRENGTH: 14,400 LBS PER CABLE SPECS: MI-DTL-83420
CAB PANEL SELECTION: BLK. STL. /PLAM PANELS CEILING SELECTION: STANDARD (WHITE) PLASTIC LAMINATE FINISHES: FOG 961 POT LIGHT FINISH: S/S CAR STATION PLATE: S/S HAND RAIL TYPE: S/S CYLINDRICAL CAB FLOORING: PLY. WD. FLOOR FINISHED FLOOR THICKNESS: 5/8” FINISH TELEPHONE BOX: TELEPHONE BOX REQ. TEL. PHONE BOX FINISH: S/S
OVER SPEED VALVE MODEL: AS PER SECTION 3.19.4.7 BLAIN R10 AA (1500 PSI (1030 kPa) MAX WORKING PRESSURE)
INDE X NO.
RST FLOOR
NO.
7' - 5"
- 4" CONCRETE FILL
5
- FURRED WALL CONDITION 7/8" CHANNEL W/ 5/8" GYP. BD. OVER
V E R T IC AL C ONT R OL: HOR IZONT AL C ONT R OL:
28' - 0"
WORK ORDER NO.
6
5
E117722
N
PLAN FILE NO.
0'
2'
4'
8'
16'
DRAWING NO.
A100-1
SHEET
SHEETS
OF
AP P R OV E D B Y : MAHMOOD K AR IMZADE H, AIA, P R INC IP AL AR C HIT E C T
4
E MMANUE L S ANDOVAL
- EXISTING W.I. FENCE TO REMAIN
6240 S Y LMAR AV E NUE V AN NUY S , C A 91404
- CONCRETE WALL EXTENSION
3
DR AW N B Y :
2
C HE C K E D B Y : J . R OB E R T LOME LIN
- EXISTING CONCRETE WALL TO REMAIN
7 -6
1
V AN NUY S P OLIC E S T AT ION E LE V AT OR ADDIT ION
KEY NOTE:
A 200
ADDR E S S :
- NEW FURRED WALL CONDITION
LIC . NO.: C 23333
9
J . R OB E R T LOME LIN
- 12" REINFORCED CONC. WALL
DE S IG NE D B Y : HE R B E R T G UE V AR A
7
AR C HIT E C T :
- 6" EXISTING WALL W/ STL. STUDS TO REMAIN
G R OUND P LAN P AR T IAL
5
S HE E T T IT LE :
- IRON FENCING
P R OJ E C T :
4
DAT E :
- NEW 8" REINFORCED CONC. WALL
INT E R IM C IT Y E NG INE E R
3
AP
- NEW 8" EXTERIOR WALL CMU TYP.
AR C HIT E C T UR AL DIV IS ION
1
1
DEBORAH WEINTRAUB, AIA, LEED
3 -0
WALL TYPE LEGEND:
(DESIGN STAGE ONLY)
REVISION DATES
10' - 0"
A
1
1
2 4' - 0"
22' - 3"
1' - 4"
3
15' - 10 1/2"
1
4
5
1
2
12' - 0"
5
6
8
44
100
24
B 1
1
2 88
2 2 6
1
7' - 0"
28' - 0"
6
7 1' - 0"
1
G 2' - 0"
4
5' - 5"
6' - 3"
3
4' - 0"
5' - 6"
2
8' - 0"
F 29' - 4"
H
0' - 8"
T HE C IT Y OF LOS ANG E LE S OR ITS OF F IC E R S OR AG E NT S S HALL NOT B E R E S P ONS IB LE F OR T HE AC C UR AC Y OR C OMP LE T E NE S S OF E LE C T R ONIC C OP IE S OF T HIS P LAN S HE E T .
1 7 8
12' - 0"
2
8
9
M
NEW 11
7
29
3 5
5 5
-
L
1 8
K 1
1 1
4' - 1" 8 8
J
41 1
94 1
1 30
5' - 6"
86
A 200
E 1
4
6
D
12' - 0"
C 28' - 0"
B
3
A
02-FIRST FLOOR PARTIAL PLAN 1/4" = 1'-0"
9
9
10
11
12
13
15
WALL TYPE LEGEND:
NEW DOORS:
W WINDOWS:
14
16
KEY NOTE:
86
- EXISTING 6" WALL TO REMAIN
30"X23" TABLE
2
84"X30" TABLE
3
30"X15" COPY MACHINE
4
80"X38" COPY MACHINE
- EXISTING GLASS FACADE TO REMAIN
5
28"X15" FILE CABINET
5
- EXISTING WALL W/ STL. STUDS TO REMAIN
6
36"X15" BOOKCASE
7
54"X32" COPY MACHINE
6
- EXISTING PRECAST FACADE TO REMAIN
8
4" CONCRETE FILL
9
FURRED WALL CONDITION
- NEW 6" WALL W/ 5/8" GYP. BD.
3
- 8" CONC. WALL
4 82
3
1
3
7
- 12" REINFORCED CONC. WALL
8
- EXISTING 2" PARTITION TO REMAIN
-
2
B UILDING NO.
1
1
BY
110
DAT E
1
- NEW 36"X80" SINGLE FLUSH DOORS
88
R E V IS ION DE S C R IP T ION
NEW 4'X4' MTL. ROLL UP WINDOW
83
INDE X NO.
3' - 6"
1
1 NO.
UP
98
1 1 93 4' - 9"
4' - 0"
5
4
AP P R OV E D B Y : MAHMOOD K AR IMZADE H, AIA, P R INC IP AL AR C HIT E C T
E MMANUE L S ANDOVAL DR AW N B Y :
C HE C K E D B Y : J . R OB E R T LOME LIN
6240 S Y LMAR AV E NUE V AN NUY S , C A 91404
28' - 0"
P R OJ E C T :
28' - 0"
F IR S T F LOOR P AR T IAL P LAN
31' - 6 1/4"
2' - 0"
S HE E T T IT LE :
7' - 5"
6
V E R T IC AL C ONT R OL: HOR IZONT AL C ONT R OL:
5' - 4"
2' - 6"
5
V AN NUY S P OLIC E S T AT ION E LE V AT OR ADDIT ION
4' - 6"
ADDR E S S :
7' - 6"
5 DN
AR C HIT E C T :
3 A100-1
3
AR C HIT E C T UR AL DIV IS ION
7' - 1"
4' - 0"
WORK ORDER NO.
E117722 PLAN FILE NO.
N
7
DEBORAH WEINTRAUB, AIA, LEED
4 8
3' - 0"
AP
9
LIC . NO.: C 23333
91
1
J . R OB E R T LOME LIN
5
4
DE S IG NE D B Y : HE R B E R T G UE V AR A
6' - 4"
1' - 6" 1
DAT E :
INT E R IM C IT Y E NG INE E R
11 110
0'
2'
4'
8'
DRAWING NO.
A 102-1
16'
SHEET
SHEETS
OF 10
11
12
13
14
15
16
PLOTTED:
4/15/2014 3:50:46 PM
(DESIGN STAGE ONLY)
REVISION DATES
1 11' - 6"
1' - 0"
K 11' - 6"
L 1' - 6"
2
G
A
2
3
2
1
3
4
Record Storage
4
5
1 28' - 0"
Executive Office
5
6
Adjutant & Secretary
Machine Room
2
Machine Room
B
6
9' - 10"
9' - 10"
T HE C IT Y OF LOS ANG E LE S OR IT S OF F IC E R S OR AG E NT S S HALL NOT B E R E S P ONS IB LE F OR T HE AC C UR AC Y OR C OMP LE T E NE S S OF E LE C T R ONIC C OP IE S OF T HIS P LAN S HE E T .
1
7
28' - 0"
7
8
M
3 28' - 0"
4
7' - 5" 0' - 8"
4 Entry
J 1 2
3
H
ELEVATOR DETAIL SECTION 1/4" = 1'-0"
3 4
F 28' - 0" 28
E
D
C Adjutant & Secretary Entry
SECTION 1 1/8" = 1'-0"
2 A 200
8
9
10
11
12
13
0'
4'
14
8'
16'
15
7
32'
16
E MMANUE L S ANDOVAL
16'
DR AW N B Y :
8'
Adjutant & Secretary
SHEET
OF
WORK ORDER NO.
PLAN FILE NO.
E117722
DRAWING NO.
A 200
SHEETS
AP P R OV E D B Y : MAHMOOD K AR IMZADE H, AIA, P R INC IP AL AR C HIT E C T
C HE C K E D B Y : J . R OB E R T LOME LIN
4'
6240 S Y LMAR AV E NUE V AN NUY S , C A 91404
INDE X NO.
- FURRED WALL CONDITION
V AN NUY S P OLIC E S T AT ION E LE V AT OR ADDIT ION
4
ADDR E S S :
- EXISTING PRECAST FRAME SUPPORT R E V IS ION DE S C R IP T ION
- NEW 12" CONCRETE FILL
3
LIC . NO.: C 23333
NO.
2
DAT E :
- EXISTING CONCRETE SUPPORT BEAM
J . R OB E R T LOME LIN
2' 1
INT E R IM C IT Y E NG INE E R
-
B UILDING NO.
DAT E
KEY NOTE:
DE S IG NE D B Y : HE R B E R T G UE V AR A
28' - 0" AP
0' BY
15
AR C HIT E C T :
28' - 0"
14
P R OJ E C T :
Adjutant & Secretary
13
AR C HIT E C T UR AL DIV IS ION
6
DEBORAH WEINTRAUB, AIA, LEED
13' - 0"
5
12
S E C T ION
13' - 0"
8' - 0"
11
S HE E T T IT LE :
13' - 0"
13' - 0"
10
V E R T IC AL C ONT R OL: HOR IZONT AL C ONT R OL:
10' - 10"
10' - 10"
9
16
V I C T O R Y o u treach whittier bookstore & coffee shop
image_left COFFEE SHOP ENTRANCE image_middle STORE FRONT PATIO image_right SIDE PATIO
9
proprac
COMING FALL 2013
V I C T O R Y O U T R E A C H C H U R C H 7 0 2 1 GREENLEAF AVE WHITTIER, CA 90601 victoryoutreachwhittier.org
34
WH
MECHANICAL # 231 217 sf
HVAC & ELECTRICAL # 230 910 sf
N
p r o p o s e d 2 nd f l o o r no chang of use
11
proprac
1/4" = 1'-0"
0
2
4
r e vi s i ons
36
1
date
submitted to plan check plan check corrections 3 4
UP
2
maint. closet
4
5
3
16
7
6
c o ns ul t a nt
exit
12
35
17
13
9
FLOOR PLAN NOTES
#105 1977sf
Change of Occupancy/Tenant improvement 7021Greenleaf Avenue Whittier, California 90601
35
15
s he e t t i t l e
exit
exit
20'-0"
Gr e e n l e a f
minimum clear
Av e n u e
One hour wall
11
vertical open/ close metal gate 3’- 10” clear
35
33 19
CoffeeShop A2 369 SF
6’- 10” clear
FINISHES/FLOORING 33
GYPSUM BOARD/ SEMI-GLOSS PAINT/ WASHABLE SURFACE
36
SEALED STAINED CONCRETE
20
NEW FIRE-RATED WALLS NEW NON-FIRE RATED WALLS
18
health department plan check
(E) WALLS
14
10
COFFEE SHOP #19 (3’x 5’ table) #20 FRIDGE DISPLAY #21 CASHIER POS #22 COFFEE GRINDER #23 SINKS #24 COFFEE BLENDER #25 ESPRESSO MACHINE #26 ICE BOX #27 COFFEE BREWER #28 COFFEE GRINDER #29 BATHROOM #30 FLOOR DRAIN #31 WORK TOP FRIDGE #32 TOASTER #33 5/8” TYPE X GYP BD. OVER 2 1/2” METAL STUDS @ 16” O.C. #34 WATER HEATER #35 NEW 5” CONCRETE OVER 90% COMPACTED FILL
WALL LEGEND
o wn e r :
Book Store
Church Facility...CUP 11-001
BOOKSTORE #1 MOP SINK #2 SLAT WALL #3,4,9 TAPERED FULL ISLANDS (two sided) #5 NEW CONCRETE WALL ADDED TO EXISTING SHEAR WALL #7 BOOK WALL TABLE w/ CANOPY #6,8,12 4-WAY RACK (adjustable #13 TABLE DISPLAY Top:18"W x 52"L Mid:34"W x 60"L Bottom: 42"W x 60"L Height: 42" Weight: 196 lbs #14 TABLE DISPLAY Height: 42" Bottom tier: 48" x 48" Middle tier: 36" x 36" Top tier: 24" x 24" Weight: 125lbs #10 CASHIER STAND #11,15 CARD RACK #16,17,18 GLASS CUBE DISPLAY
6726 Milton Avenue Whittier, California 90601
36
NEW CONCRETE WALL
21
22
GFCI
36 24
5'-0"
26
25 27
4'-0"
23
28
GFCI GFCI
36
33
29
30
31
32
33 date signed
N
pr o po s e d 1 s t f l o o r change of use:
1/4" = 1'-0"
formerly bank change to mixed use: "asssembly" and "bookstore/museum"
date started job number sheet number
0
2
4
7021Greenleaf Avenue Whittier, California 90601
UP
Victory Outreach Church
exit
8
24’-0”
WOODBURY UNIV. //////////////////////////////////////////////////
Los Angeles, CA
SITE: YEAR:
SPRING 2011
PRO_PRAC 1 : AR489
Rabin, Daniel
DATA: TOTAL SQUARE FOOTAGE ϴϬϬ ŌϮ PROGRAM ϮϬϬ ŌϮ
ŬŝƚĐŚĞŶ
ϯϬϬ ŌϮ
ůŝǀŝŶŐ
ϯϬϬ ŌϮ
ďĞĚƌŽŽŵ
S I N G L E
P E R S O N
S T U D I O 4 9 5 4 MERIDIAN ST LOS ANGELES, CA 90042
15
proprac
proprac
16
17
proprac