HomeMy WebLinkAbout123 W Huntington Dr - 2024 - Building C Metal Studs For Hilton HotelSS
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-01
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
STATEMENT OF GENERAL CONFORMANCE
FOR PROJECTS WHICH UTILIZE "DEFERRED SUBMITTAL" PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS,
PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS, NOT UNDER RESPONSIBLE CHARGE/DIRECTION OF THE DESIGNATED
ARCHITECT/ENGINEER OF RECORD
(CITY PERMIT NO. _____________________________________)
o THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET
o THIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS
HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCHDRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:
1.DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE
PROJECT SPECIFICATIONS PREPARED BY ME, AND
2.COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS
PROJECT.
THE STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVING ME, OR THE PERSON UNDER WHOSE DIRECTSUPERVISION THESE DOCUMENTS WERE PREPARED, OF OUR RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER APPLICABLE SECTIONS OF THE
CALIFORNIA BUILDING CODE.
I CERTIFY THAT:
ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET
THIS DRAWING OR PAGE
IS/ARE IN GENERAL CONFORMANCE ANDHAVE BEEN COORDINATED
SIGNATURE DATE
ARCHITECT / ENGINEER IN GENERAL RESPONSIBLE CHARGE OR DELEGATED STRUCTURAL ENGINEER
PRINT NAME
LICENSE NUMBER EXPIRATION
XX
X
Kenneth D. O'Dell
2024-03-20
S4101 - California 6/30/2025
X
2024-03-20 Kevin Sund
03/26/2024
0.6
1
2
3
4
5 6
1.5
2.5
3.5
4.5
5.5
6.5
8
9 10 11 12 13 13.4
13.5
12.511.510.59.58.57.57
6.7 7 7.3
A
B
C
C.3
C.4
D
A
B
C
C.3
C.4
D
0.5
129'-8
"
9'-8"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
73'
-
0
"
23'
-
4
"
9'-6
"
7'-4
"
32'
-
1
0
"
1'-7
"
120'-0
"
129'-8"
24'-0"24'-0"24'-0"24'-0"24'-0"9'-8"
120'-0"
24'-0"24'-0"24'-0"24'-0"24'-0"
73
'
-
0
"
21
'
-
9
"
11
'
-
1
"
7'-
4
"
32
'
-
1
0
"
1'-
7
"
3'-0 3/4"
17'-6"
8'-9"
8'-9"
A.1
A.2
A.7
C.1
C.6
6.8
7.2
C1
F1
C1
F1
W1
2
x
2
2
W12x22
W12x22
W1
2
x
2
2
D1
W12x22
CUT COLS AT
BOT OF 1ST
FLR SLAB
C1
F1
D1
D1
C2
C2
1'-0
"
TY
P
W12x19
W12x19
(E) W12x19 TO
BE REMOVED
BELOW (SEE
DEMO PAN)
1'
-
0
"
TY
P
EPOXY DOWEL
LONG BARS 6"
INTO (E) FTG
EPOXY DOWEL
LONG BARS 6"
INTO (E) FTG,
TYP
MC12x10.6
CONT 16" WIDE
FTG W/ 2-#5
T&B, TYP UNO
EPOXY DOWEL
LONG BARS 6"
INTO (E) FTG, TYP
1/
2
"
1'
-
6
"
1/2
"
1'-6
"
9'-
9
1
/
2
"
21
'
-
4
"
4'-
3
1
/
2
"
4'-7 1/2"
4'-7 1/2"
7'-8"
F1
5'-3 1/
2
"
C1
B/O FTG=
-2'-0"
B/O FTG=
-2'-0"
B/O FTG=
-2'-0"
B/O FTG=
-14'-4"
B/O FTG=
-2'-0"
B/O FTG=
-2'-0"
WT4x20
BELOW PER
18 CS4.1
MC
1
2
x
3
1
MC
1
2
x
3
1
MC
1
2
x
3
1
MC
1
2
x
3
1
STAIR #4
CONT 16" WIDE
FTG W/ (2)-#5
T&B, TYP UNO
STAI
R
#
1
STAIR #2
C5
C1
C1
6'
-
4
1
/
2
"
11
'
-
7
"
C4
C4
C4
STAIR
#3
ELEV #1
C7
C7
2'-10"
C7
C7
6'
6'
10
'
-
6
"
15'-3"7'-11"
58
'
-
2
1
/
2
"
49
'
-
3
"
4'
2'-6"
F2
F2
F2
C4
W1
4
x
2
6
HSS8x6x3/8
36"Øx12'-0" DEEP
DRILLED CONC
PIERS, TYP
C5
C5
13'-7"
4'-1"
CONT 16"Wx2'-0"
FTG W/ (2)-#5 T&B,
TYP UNO
12'12'12'
W8
x
1
0
C3
C3
OPNG FRMG PER
18 CS4.2 TYP
(E
)
W
1
8
x
3
5
(E) W18x35
(E)W12x27
(E)W12x27
(E)W12x27
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
1
9
(E
)
W
3
0
x
1
0
8
(E
)
W
3
0
x
1
0
8
(E
)
W
3
0
x
1
0
8
(E
)
W
3
0
x
1
0
8
(E) T/O FTG=
-7'-3" (VIF)
(E) T/O FTG=
-6'-9" (VIF)
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E) T/O FTG=
-6'-9" (VIF)
(E) T/O FTG=
(E
)
W
8
x
1
0
[
-
7
"
]
[-7"]
[-7"]
(E)W12x27 [-
7
"
]
[-
7
"
]
(E
)
W
8
x
1
0
SL
A
B
(E
)
5
"
(E)W8x10
(E)W12x19 [
-
7
"
]
(E
)
W
1
2
x
1
9
[
-
7
"
]
(E) W12x14
(E)W12x27
(E)W12x27 [
-
7
"
]
(E) T/O FTG=
-4'-0" (VIF)
(E) T/O FTG=
-7'-3" (VIF)
(E) T/O FTG=
-4'-0" (VIF)
(E)W
2
1
x
4
4
(E)W2
1
x
4
4
(E)W2
1
x
4
4
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
-4'-0" (VIF)
(E) 4" SLAB ON
GRADE, TYP UNO
(E) T/O FTG=
-9'-9" (VIF)
-4'-0" TYP
AT FRAMES
UNO (VIF)
(E) T/O FTG=(E) T/O FTG=
-7'-3" (VIF)
(E)W21x44(E)W21x44(E)W21x44(E)W21x44(E)W21x44
(E) T/O FTG=
-1'-3" (VIF)
TYP UNO
(E) T/O FTG=
-6'-9" (VIF)
(E)W2
1
x
4
4
(E)W2
1
x
4
4
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
(E)W2
1
x
4
4
(E
)
W
3
0
x
1
0
8
(E) T/O FTG=
-4'-0" (VIF)
(E)W21x44(E)W21x44(E)W21x44 (E)W21x44(E)W21x44
(E) T/O FTG=
-4'-0" (VIF)
(E)W12x19
(E) T/O FTG=
(E) T/O FTG=
-0'-9" (VIF)
(E) T/O FTG=
-4'-0" (VIF)
(E) T/O FTG=
-4'-0" (VIF)
(E) PAD
FTG, TYP
(E) Wx
COL, TYP
(E
)
W
3
0
x
1
0
8
(E) T/O FTG=
-0'-10" (VIF)
(E
)
W
3
0
x
1
0
8
-0'-9" (VIF)
(E) 4" SLAB ON
GRADE, TYP UNO
-4'-0" (VIF)
AT FRAMES, UNO
(E) T/O FTG=
-1'-3" (VIF)
TYP UNO
(E) T/O FTG=
-7'-1" (VIF)
(E) T/O FTG=
CONC SLAB ON
GRADE PER
NOTE #9
CONT 16" WIDE
FTG W/ 2-#5
T&B, TYP UNO
2'-0"Wx2'-0"D
W/(3)-#5 T&B
2" SEISMIC
GAP BTWN
SITE WALL
AN BLDG
CONC SLAB ON
GRADE PER
NOTE #9
1" THK
CONT PL
EA FACE
1" THK CONT
PL EA FACE
PL1/4 CONT PLATE
SEE DETAIL 5 CS4.5
(16 LOCS)
10
'
-
5
1
/
2
"
1" THK CONT
PL EA FACE
FOUNDATION
STRENGTHENING
PER 16 CS3.2
1" THK CONT
PL EA FACE
(E
)
W
3
0
x
1
0
8
NOTE: SEE S2.1 FOR
ADDITIONAL INFO.
2'-0"
6"
4
SW08
4
SW08
18
SW06
4
SW08
4
SW08
18
SW06
4
SW08
KEY PLANFIRST FLOOR INT. & EXTERIOR WALL PLAN
SW-02
SYMBOLS & LEGENDS
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
EXTERIOR WALL STUDS SCHEDULE
INTERIOR WALL STUDS SCHEDULE
2024-03-20 Kevin Sund
03/26/2024
0.6
1
2
3
4
5 6
1.5
2.5
3.5
4.5
5.5
6.5
8
9 10 11 12 13 13.4
13.5
12.511.510.59.58.57.57
6.7 7 7.3
A
B
C
C.3
C.4
D
A
B
C
C.3
C.4
0.5
A.1
A.2
A.7
C.1
C.6
6.8
7.2
UP
DN
UP
DN
24'-0"24'-0"24'-0"24'-0"24'-0"24'-8 3/4"
24'-0"24'-0"24'-0"24'-0"24'-0"9'-8"
24'-0
"
24'-0
"
24'-0
"
24'-0
"
24'-0
"
24'-8
3
/
4
"
8'-9"
8'-9"
24'-0
"
24'-0
"
24'-0
"
24'-0
"
24'-0
"
9'-8"
32
'
-
1
0
"
7'-
4
"
9'-
6
"
1'-
7
"
21
'
-
9
"
21
'
-
9
"
1'
-
7
"
9'
-
6
"
7'
-
4
"
32
'
-
1
0
"
5'-7
1
/
8
"
3"
5'-9"
9'-9"
4'-3"
3"
3'-9"
10'-3
"
7'-9"
6'-3"
11'-9
"
2'-3"
9'-7
1
/
8
"
4'-4
7
/
8
"
13'-7
1
/
8
"
4 7/8
"
3'-7
1
/
8
"
6'-4
7
/
8
"
7'-7 1
/
8
"
3 3/4
"
7 3/8"7'-8 3/4"
6'-3 1/4"
3'-8 3/4"
10'-3 1/4"
3 1/4"
9'-8 7/8"
4'-3 1/4"5'-8 7/8"
10'-5 1/8"
2'-3 1/8"
7'-8"6'-4"
3'-8"
10'-4"
4"
9'-8"4'-4"5'-8"
6 3
/
8
"
9"
1'-
9
1
/
2
"
1'
-
7
3
/
4
"
7
1
/
4
"
8
7
/
8
"
1'
-
9
3
/
8
"
1HR EXTERIOR WALL @ BLDG L2-ROOF
3'
-
4
"
3'-
4
"
D4
D4
D4
D1
BM TO BE
REMOVED
SHORE AND
CUT BACK BM
W1
2
x
1
9
W24x55
W14x22
HS
S
6
x
6
x
3
/
8
(E)W18x35(E)W18x35(E)W18x35
(E)W18x35
(E)W18x35(E)W18x35
(E
)
W
1
8
x
3
5
(E)W24x55(E)W24x68(E)W24x68(E)W24x68(E)W24x68(E)W24x68
(E)W24x55(E)W24x68(E)W24x68(E)W24x68 (E)W24x68(E)W24x68
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E)W12x27
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
2
x
2
7
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E)W18x35 (E)W12x14(E)W18x35(E)W18x35(E)W18x35(E)W18x35
(E)W12x27
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
2
x
2
7
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E)W
1
2
x
1
4
(E)W
1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W
1
4
x
2
2
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
2
4
x
5
5
(E)W
2
4
x
6
8
(E)W2
4
x
6
8
(E)W2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
1
8
x
3
5
(E)W12x27
(E)W12x19
(E)W12x19
(E)W18x35
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
W14x22
(E
)
W
3
0
x
1
3
2
(E
)
W
3
0
x
1
3
2
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
5
5
(E) 5" CONC
SLAB, TYP
W14x22
W1
0
x
1
2
W1
4
x
2
2
W1
0
x
1
2
W14x22
W14x
2
2
W14x22
W14x
2
2
MC
1
2
x
1
0
.
6
W14x
2
2
W14x
2
2
(E)W8x10
(E)W8x10
D1, TYP
AT INFILL
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W8
x
1
0
(E)W8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
LOCATE BM
AT FLOOR
(E
)
W
1
2
x
2
7
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
W1
2
x
1
9
(E
)
W
1
2
x
2
7
(E)W8x10
(E
)
W
1
2
x
2
7
W1
0
x
1
2
HS
S
6
x
6
x
3
/
8
DRAG CONN PER
19 CS4.1 TYP EA
END OF THIS BEAM
STAIR #1
W1
4
x
2
2
W14
x
2
2
HS
S
6
x
6
x
1
/
4
L
O
W
HS
S
5
x
5
x
1
/
4
H
I
G
H
TOS
10'-0"
HSS5x5x1/4
(E)W12x27
(E)W12x27
OPEN TO
BELOW
W1
6
x
3
1
W12x22
W12x22
W12x22
W12x22
W12x22
W16x26
W16
x
2
6
W2
1
x
6
8
W1
6
x
3
1
C1
2
x
2
0
.
7
C
1
2
x
2
0
.
7
C12x20.7
C12x
2
0
.
7
C12
x
2
0
.
7
C1
2
x
2
0
.
7
W16x26
W14x22
STAIR #2
MC
1
2
x
1
0
.
6
HSS8x8x1/4HSS8x8x1/4HSS8x8x1/4
HSS8
x
8
x
1
/
4
H
S
S
8
x
8
x
1
/
4
C
U
R
V
E
D
(E)W
8
x
1
0
(E
)
W
1
8
x
3
5
HSS8x6x3/8
(E) 5" CONC
SLAB, TYP
TOS
12'-8"
5" SEISMIC
SEPARATION
W12x22
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
2
x
2
2
W1
2
x
2
2
W12
x
2
2
W1
2
x
2
2
W12x22
W12x
2
2
W1
8
x
3
5
W8
x
1
0
W14
x
2
2
W14x22
HSS5x5x1/4
HSS5x5x1/4
W14x22
HSS8x6x1/4
W14x22
HS
S
6
x
6
x
1
/
4
LO
W
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
W14x26
D4
W18x35 W18x35
W18x35 W18x35
L6x6x5/16
BRACE
TYP
1" THK CONT
PL EA FACE
W
1
2
x
2
2
W
1
2
x
2
2
W
1
2
x
2
2
SKEWED BEAM
CONN PER
13 CS4.1 TYPW18x
3
5
W18x
3
5
L6x6x5/16
BRACE
TYP
W18x
3
5
W18x
3
5
LOCATE BM
AT FLOOR
1" THK CONT
PL EA FACE
1" THK CONT
PL EA FACE
D4
D4
D4
D1
BM TO BE
REMOVED
SHORE AND
CUT BACK BM
W1
2
x
1
9
W24x55
W14x22
HS
S
6
x
6
x
3
/
8
(E)W18x35(E)W18x35(E)W18x35
(E)W18x35
(E)W18x35(E)W18x35
(E
)
W
1
8
x
3
5
(E)W24x55(E)W24x68(E)W24x68(E)W24x68(E)W24x68(E)W24x68
(E)W24x55(E)W24x68(E)W24x68(E)W24x68 (E)W24x68(E)W24x68
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E)W12x27
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
2
x
2
7
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
3
0
x
1
3
2
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E)W18x35 (E)W12x14(E)W18x35(E)W18x35(E)W18x35(E)W18x35
(E)W12x27
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
3
0
x
1
3
2
(E
)
W
1
2
x
2
7
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E)W
1
2
x
1
4
(E)W
1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W
1
4
x
2
2
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
2
4
x
5
5
(E)W
2
4
x
6
8
(E)W2
4
x
6
8
(E)W2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
1
8
x
3
5
(E)W12x27
(E)W12x19
(E)W12x19
(E)W18x35
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
1
9
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
W14x22
(E
)
W
3
0
x
1
3
2
(E
)
W
3
0
x
1
3
2
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
6
8
(E)W
2
4
x
5
5
(E) 5" CONC
SLAB, TYP
W14x22
W1
0
x
1
2
W1
4
x
2
2
W1
0
x
1
2
W14x22
W14x
2
2
W14x22
W14x
2
2
MC
1
2
x
1
0
.
6
W14x
2
2
W14x
2
2
(E)W8x10
(E)W8x10
D1, TYP
AT INFILL
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W8
x
1
0
(E)W8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
LOCATE BM
AT FLOOR
(E
)
W
1
2
x
2
7
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
W1
2
x
1
9
(E
)
W
1
2
x
2
7
(E)W8x10
(E
)
W
1
2
x
2
7
W1
0
x
1
2
HS
S
6
x
6
x
3
/
8
DRAG CONN PER
19 CS4.1 TYP EA
END OF THIS BEAM
STAIR #1
W1
4
x
2
2
W14
x
2
2
HS
S
6
x
6
x
1
/
4
L
O
W
HS
S
5
x
5
x
1
/
4
H
I
G
H
TOS
10'-0"
HSS5x5x1/4
(E)W12x27
(E)W12x27
OPEN TO
BELOW
W1
6
x
3
1
W12x22
W12x22
W12x22
W12x22
W12x22
W16x26
W16
x
2
6
W2
1
x
6
8
W1
6
x
3
1
C1
2
x
2
0
.
7
C
1
2
x
2
0
.
7
C12x20.7
C12x
2
0
.
7
C12
x
2
0
.
7
C1
2
x
2
0
.
7
W16x26
W14x22
STAIR #2
MC
1
2
x
1
0
.
6
HSS8x8x1/4HSS8x8x1/4HSS8x8x1/4
HSS8
x
8
x
1
/
4
H
S
S
8
x
8
x
1
/
4
C
U
R
V
E
D
(E)W
8
x
1
0
(E
)
W
1
8
x
3
5
HSS8x6x3/8
(E) 5" CONC
SLAB, TYP
TOS
12'-8"
5" SEISMIC
SEPARATION
W12x22
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
0
x
1
2
W1
2
x
2
2
W1
2
x
2
2
W12
x
2
2
W1
2
x
2
2
W12x22
W12x
2
2
W1
8
x
3
5
W8
x
1
0
W14
x
2
2
W14x22
HSS5x5x1/4
HSS5x5x1/4
W14x22
HSS8x6x1/4
W14x22
HS
S
6
x
6
x
1
/
4
LO
W
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
W14x26
D4
W18x35 W18x35
W18x35 W18x35
L6x6x5/16
BRACE
TYP
1" THK CONT
PL EA FACE
W
1
2
x
2
2
W
1
2
x
2
2
W
1
2
x
2
2
SKEWED BEAM
CONN PER
13 CS4.1 TYPW18x
3
5
W18x
3
5
L6x6x5/16
BRACE
TYP
W18x
3
5
W18x
3
5
LOCATE BM
AT FLOOR
1" THK CONT
PL EA FACE
1" THK CONT
PL EA FACE
W1
0
x
4
5
W10x33
HSS5x5
BRACE
HSS5x5x3/8
BRACE ABOVE
W1
0
x
3
3
W1
0
x
3
3
W1
0
x
3
3
W10x68
W10x33
W1
0
x
4
5
W10x33
W10x33
W1
0
x
4
5
W10x33
W10x33
W10x68
W1
0
x
6
8
W1
0
x
6
8
W1
0
x
6
8
W1
0
x
6
8
W1
0
x
3
3
W10x68
W1
0
x
6
8
W1
0
x
3
3
W1
0
x
4
5
W1
0
x
4
5
W1
0
x
4
5
W1
0
x
4
5
W10x33
W1
0
x
6
8
W10x33
W10x33
9
SW08
9
SW08
22
SW07
9
SW08
9
SW08
22
SW07
1
SW08
1
SW08
5
SW08
5
SW08
5
SW08
4
SW08
3
SW09
9
SW08
11
SW07
AQX ENGINEERING INC.
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HILTON ARCADIA
123 W HUNTINGTON DR.
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91007
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ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
KEY PLAN2ND FLOOR INT. & EXTERIOR WALL PLAN
SW-03
SYMBOLS & LEGENDS
EXTERIOR WALL STUDS SCHEDULE
INTERIOR WALL STUDS SCHEDULE
2024-03-20 Kevin Sund
03/26/2024
UP
DN
UP
UP
0.6
1
2
3
4
5 6
1.5
2.5
3.5
4.5
5.5
6.5
8
9 10 11 12 13 13.4
13.5
12.511.510.59.58.57.57
6.7 7 7.3
A
B
C
C.3
C.4
D
A
B
C
C.3
C.4
D
0.5
129'-
8
"
9'-8"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
73
'
-
0
"
23'
-
4
"
9'-
6
"
7'-4
"
32
'
-
1
0
"
1'-
7
"
120'-
0
"
129'-8"
24'-0"24'-0"24'-0"24'-0"24'-0"9'-8"
120'-0"
24'-0"24'-0"24'-0"24'-0"24'-0"
73
'
-
0
"
21
'
-
9
"
11
'
-
1
"
7'
-
4
"
32
'
-
1
0
"
1'
-
7
"
3'-0 3/4"
17'-6"
8'-9"
8'-9"
A.1
A.2
A.7
C.1
C.6
6.8
7.2
BM TO BE
REMOVED
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
2
7
x
8
4
(E
)
W
1
2
x
2
7
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E
)
W
2
7
x
8
4
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
4
x
2
2
(E)W
1
8
x
3
5
(E)W1
8
x
3
5
(E)W1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
1
8
x
3
5
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
(E)W2
1
x
4
4
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
(E)W
2
1
x
4
4
(E
)
W
1
8
x
3
5
(E
)
W
2
7
x
8
4
(E
)
W
1
8
x
3
5
(E
)
W
2
7
x
8
4
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
2
7
x
8
4
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E)W18x35(E)W18x35(E)W18x35(E)W18x35(E)W12x27
(E)W18x35(E)W18x35(E)W18x35(E)W18x35
(E
)
W
1
8
x
3
5
(E)W21x44(E)W21x44(E)W21x44(E)W21x44(E)W21x44(E)W21x44
(E)W21x44(E)W21x44(E)W21x44(E)W21x44 (E)W21x44(E)W21x44
(E
)
W
2
7
x
8
4
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
1
2
x
2
7
(E
)
W
2
7
x
8
4
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
3
5
(E
)
W
8
x
1
0
(E)W
2
1
x
4
4
(E)W2
1
x
4
4
(E)W
2
1
x
4
4
(E)W2
1
x
4
4
(E)W12x19
(E
)
W
1
2
x
1
9
W18x35
(E
)
W
8
x
1
0
(E)W12x14
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
(E
)
W
1
2
x
2
7
(E
)
W
2
7
x
8
4
D1
(E
)
W
1
2
x
2
7
(E)W1
2
x
1
4
(E
)
W
1
2
x
2
7
W1
0
x
1
2
W14x22
W14x
2
2
(E)W18x35
W1
4
x
2
2
W14x22 W14x22
(E)W18x35
W14x
2
2
D1
(E
)
W
1
2
x
2
7
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W8
x
1
0
(E)W18x35
W14x22
W14x
2
2
W14x
2
2
(E
)
W
1
2
x
2
7
(E)W8x10
(E)W
1
8
x
3
5
(E)W18x35
(E
)
W
1
2
x
1
9
(E)W12x27
(E)W12x27
(E
)
W
8
x
1
0
(E)W8x10
(E
)
W
8
x
1
0
(E)W12x19
(E)W
1
8
x
3
5
(E
)
W
1
8
x
3
5
LOCATE BM
AT FLOOR
W14x22
HS
S
6
x
6
x
3
/
8
(E
)
W
1
2
x
2
7
W1
0
x
1
2
MC
1
2
x
1
0
.
6
D1, TYP
AT INFILL
LOCATE BM
AT FLOOR
MC
1
2
x
1
0
.
6
STAIR #1
(E)W
2
1
x
4
4
(E)W8x10
W1
4
x
2
2
W14
x
2
2
HSS5x5x1/4
HS
S
5
x
5
x
1
/
4
HSS5x5x1/4
W
1
6
x
5
0
W16x50
W16x50
W14x22
(E)W
8
X
1
0
HSS8x6x3/8
W14x26
W1
8
x
3
5
W8
x
1
0
(E) 5" CONC
SLAB, TYP
(E) 5" CONC
SLAB, TYP
HS
S
6
x
6
x
3
/
8
W14
x
2
2
W14x22
W24x94
-5
.
5
"
W14x22
STAIR #2
W16x50 W16x50
W10x22
W10x22
HSS5x5x1/4
(3 LOCS)
W18x35 W18x35
W18x35 W18x35
L5x5x5/16
BRACE
TYP
W18
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W1
8
x
5
5
HS
S
A
B
V
W18x
3
5
W18x
3
5
(E
)
W
8
x
1
0
W18x
3
5
W18x
3
5
L5x5x5/16
BRACE
TYP
9
SW08
9
SW08
22
SW07
22
SW07
1
SW08
1
SW08
9
SW08
9
SW08
5
SW08
5
SW08
5
SW08
3
SW09
11
SW07
KEY PLAN3RD FLOOR INT. & EXTERIOR WALL PLAN
SW-04
SYMBOLS & LEGENDS
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
EXTERIOR WALL STUDS SCHEDULE
INTERIOR WALL STUDS SCHEDULE
2024-03-20 Kevin Sund
03/26/2024
0.6
1
2
3
4
5 6
1.5
2.5
3.5
4.5
5.5
6.5
8
9 10 11 12 13 13.4
13.5
12.511.510.59.58.57.57
6.7 7 7.3
A
B
C
C.3
C.4
D
A
B
C
C.3
C.4
D
0.5
129'-
8
"
9'-8"
24'-0"
24'-0"
24'-0"
24'-0"
24'-0"
73
'
-
0
"
23'
-
4
"
9'-
6
"
7'-4
"
32
'
-
1
0
"
1'-
7
"
120'-
0
"
129'-8"
24'-0"24'-0"24'-0"24'-0"24'-0"9'-8"
120'-0"
24'-0"24'-0"24'-0"24'-0"24'-0"
73
'
-
0
"
21
'
-
9
"
11
'
-
1
"
7'
-
4
"
32
'
-
1
0
"
1'
-
7
"
3'-0 3/4"
17'-6"
8'-9"
8'-9"
A.1
A.2
A.7
C.1
C.6
6.8
7.2
DN
UTILITY
CABIN
E
T
.
3"
VFD
30
"
C
L
R
30"CL
R
42
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30"
C
L
R
42"
C
L
R
30"
C
L
R
30"
C
L
R
42
"
C
L
R
30"
C
L
R
42"C
L
R
30"
C
L
R
42"
C
L
R
42"CLR
30"CL
R
30"CLR
42"CL
R
30
"
C
L
R
42
"
C
L
R
30
"
C
L
R
42"
C
L
R
30"CL
R
DN
DN
(E) 3" INSULATING
CONC OVER
METAL DECK,
TYP UNO
(E) 3" INSULATING
CONC OVER
METAL DECK,
TYP UNO
W14x22
(E) MECH
SCREEN
DO NOT ANCHOR OR
SHOTPIN INTO (E)
INSULATING CONC, TYP
HS
S
6
x
6
x
3
/
8
TOS=37'-4"
TYP ALONG
GRID D VIF
W14
x
2
2
W1
4
x
2
2
W14x
2
2
W14x
2
2
HSS6x6x1/4 (2 LOCS)
PER 5 CS4.1
TOS=38'-4"
TYP ALONG
GRID B VIF
TOS=38'-4"
TYP ALONG
GRID C VIF
W1
4
x
2
2
W1
4
x
2
2
HS
S
6
x
6
x
3
/
8
HSS6x6x1/4 (2 LOCS)
PER 5 CS4.1
D2
W16x
2
6
TOS=37'-4"
TYP ALONG
GRID A VIF
W16x26
W16x
2
6
W14x22
W1
4
x
2
2
W1
8
x
3
5
HSS5x5x1/4
HS
S
5
x
5
x
1
/
4
HSS5x5x1/4
W16x26
W1
8
x
3
5
W18
x
3
5
EXTEND COL TO
STAIR ROOF (2 LOCS)
EXTEND COL TO
STAIR ROOF (2 LOCS)
W1
8
x
3
5
W24x94
LINE OF ROOF
ABOVELINE OF
ROOF ABOVE
W10x
1
2 W10x12
D1 AT
INFILL,
TYP
W14x22
W14x22
W8x10
W14x26
W8
x
1
0
W1
8
x
3
5
W24x94
W24x94
W24x68
C=1.0"
C=1.0"
C=1.0"
W8x
1
0
CONN PER 5 CS4.1
(6 LOCS)
EXTENT OF
FUTURE
SOLAR PANEL
EXTENT OF
FUTURE
SOLAR PANEL
W8x
2
8
EQ EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ
EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ
CONC FILL ONLY OCCURS
IN HATCHED AREA, TYP
L3x3x1/4
BRACE TYP
D1 AT
INFILL, TYP
(E
)
W
1
2
x
1
4
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W
1
2
x
1
6
.
5
(E
)
W
2
1
x
4
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
8
x
3
5
(E
)
W
2
1
x
4
4
(E
)
W
1
8
x
3
5
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W1
2
x
1
4
(E)W
1
2
x
1
4
(E)W8
x
1
0
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W
1
4
x
2
2
(E)W8x10
(E)W8x10
(E)W12X16
.
5
(E)W12x14
(E)W12x14
(E)W12x14
(E)W16x26
(E)W12x14
(E)W12x14
(E)W18x35
(E)W16x26
(E
)
W
2
1
x
4
4
(E
)
W
1
8
x
4
0
(E
)
W
1
2
x
1
4
(E)W12x14(E)W8x10
(E)W14x22
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E) 5" CONC
SLAB
(E)W16x26
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E)W12x16.
5
(E)W8x10
(E
)
W
8
x
1
0
(E
)
W
1
2
x
1
4
(E)W8x10
(E) W8x10
(E) W8x10
(E)W12x14
(E)W12x14
(E)W12x14
(E)W16x26
(E
)
W
2
1
x
4
4
(E
)
W
1
2
x
1
4
(E
)
W
8
x
1
0
(E)W16x26
(E)W16x26
(E)W12x14
(E)W12x14
(E)W12x14
(E)W16x26
(E)W12x14
(E)W12x14
(E)W16x26
(E)W12x14
(E)W16x26
(E
)
W
2
1
x
4
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
5
5
(E
)
W
1
8
x
4
0
(E
)
W
1
8
x
5
5
(E
)
W
1
8
x
5
5
(E)W8x10
(E)W8x10
(E)W8x10
(E)W14x22
(E)W12x14
(E)W12x14
(E)W12x14
(E)W14x22
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E)W12x14
(E) W14x26
(E) W8x10
(E)W12X16.
5
(E
)
W
2
1
x
4
4
(E)W12x14
(E)W12x14
(E)W14x22(E)W12x14
(E
)
W1
4
x
2
2
(E)W12x16.
5
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E)W
1
6
x
2
6
(E
)
W
1
2
x
1
4
(E)W
1
2
x
1
4
(E) 5" CONC
SLAB
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E)W
1
6
x
2
6
(E)W
1
2
x
1
4
(E)W
1
4
x
2
2
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
4
x
2
6
(E)W
8
x
1
0
(E)W
8
x
1
0
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
8
x
1
0
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W
1
2
x
1
4
(E)W1
2
x
1
4
(E)W
1
2
x
1
4
(E)W1
2
x
1
4
(E
)
W
8
x
1
0
(E
)
W
2
1
x
4
4
(E
)
W
1
8
x
4
0
(E
)
W
1
8
x
4
0
(E
)
W
1
2
x
1
4
(E
)
W
8
x
1
0
(E
)
W
1
2
x
1
4
(E
)
W
2
1
x
4
4
(E)W8x10
(E)W8x10(E)W8x10
(E)W14x26
(E
)
W
1
8
x
3
5
(E)W8x10
(E)W8x10
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E)W
1
4
x
2
6
(E
)
W
8
x
1
0
(E)W
8
x
1
0(E
)
W
8
x
1
0
(E)W
8
x
1
0
(E)W
8
x
1
0
(E)W
1
4
x
2
6
(E)W
1
4
x
2
6
(E)W
1
4
x
2
6
(E)W
1
4
x
2
6
(E)W1
4
x
2
2
(E)W
1
4
x
2
2
(E)W
1
4
x
2
2
(E)W
1
2
x
1
4
(E)W
1
4
x
2
6
(E)W
1
2
x
1
4
(E)W
1
4
x
2
6
(E)W1
4
x
2
6
(E)W
1
4
x
2
6
(E)W
1
4
x
2
2
(E)W
1
4
x
2
2
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x10
(E
)
W
1
8
x
5
5
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
1
8
x
5
5
(E
)
W
8
x
1
0
(E
)
W
1
8
x
5
0
(E
)
W
1
8
x
5
5
(E
)
W
1
8
x
5
0
(E)W1
2
x
1
4
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E)W
1
6
x
2
6
(E)W1
2
x
1
4
(E)W
8
x
1
0
(E)W18
x
3
5
(E)W14x26
(E)W12x26
(E)W14x26
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E)W8x10
(E)W8x10
(E)W14x22
(E)W14x22
(E
)
W
8
x
1
0
(E)W14x26
(E
)
W
1
8
x
5
0
(E)W12x14
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E)W14x26
(E)W8x10
(E)W8x10
(E
)
W
1
8
x
5
0
(E)W14x26
(E)W12x14
(E)W14x22
(E
)
W
8
x
1
0
(E
)
W
1
2
x
1
4
(E
)
W
8
x
1
0
(E)W16x26
(E)W12x16.5
(E
)
W
1
2
x
1
4
(E)W14x26
(E)W14x26
(E)W14x22
W1
2
x
2
6
W1
2
x
2
6
W8
x
2
8
W10x12
W8
x
1
0
W1
4
x
2
2
W1
2
x
2
6
W12
x
2
6
W1
2
x
2
6
HSS4x4x1/4
SEE 10 CS4.5
HSS4
x
4
x
1
/
4
C6x13 SEE 17 CS4.4
(7 LOCS)EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
L3x3x1/4
BRACE TYP
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
(E)W8
x
1
0
W12
x
2
6
W12
x
2
6
W12
x
2
6
INDICATES WT
BELOW SEE
18 S4.1 TYP
W1
2
x
2
6
W1
2
x
2
6
W12x26
W14x
2
2
W14x22
W8
x
1
0
HSS6x8x3/8
W8
x
1
0
W8x
1
0
W24x94
W8x
1
0
W8
x
1
0
W8x10
W8x10
W8x1
0
W8x1
0
W8x
1
0
9
SW08
9
SW08
22
SW07
22
SW07
1
SW08
1
SW08
9
SW08
9
SW08
5
SW08
5
SW08
5
SW08
3
SW09
9
SW08
KEY PLANROOF LEVEL INT. & EXTERIOR WALL PLAN
SW-05
SYMBOLS & LEGENDS
EXTERIOR WALL STUDS SCHEDULE
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
INTERIOR WALL STUDS SCHEDULE
2024-03-20 Kevin Sund
03/26/2024
TYPICAL STUD INTERSECTION
SCREW DETAILS 2
3
5
8 TYPICAL SCREW PENETRATION
16
12
11
13MULTIPLE STEEL STUDS TO TRACK
STEEL STUD TO TRACK CONN.
TYPICAL STEEL STUD WALL FRAMING ELEVATION
SILL AT 12'-6" MAX. OPENING IN EXT. STEEL STUD WALL
SILL AT 4'-6" MAX. OPENING IN EXT. STEEL STUD WALL
BUILT-UP BEAM /COLUMN
25
HEADER AT 4'-6" MAX. OPENG. IN EXT. STEEL STUD WALL
HEADER AT 12'-6" MAX. OPENG. IN EXT. STEEL STUD WALL
STEEL BOTTOM TRACK ANCHORAGE
24
1823
17
16
22
21
STEEL STUD BKOCKING AND STRAP HEADER SIZING TABLE
TYPICAL COLUMN AT ENTRY CONC. COL.MULTIPLE STEEL STUDS COL. TO CONC.
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-06
2024-03-20 Kevin Sund
03/26/2024
110
6
7
8
15
14
12
11
19
17
16
25
22
23
NON-BRG WALL FRAMING
HEADER FRAMING @ LOAD-BEARING WALL
HEADER @ NON-BEARING WALL
MULTI-STUD PACKS
HOLE REINFORCEMENT
TRACK SPLICEBLOCKING PANEL
BEAM TO POST
21
BEAM TO POST
JOIST/BEAM STIFFENERS
EXTERIOR STUD WALL AT CONC.BRACKING DETAIL
DETAIL AT PARAPET
STL. COL. IN STEEL STUD WALL 18
FULL HIGH NON-BRG WALL TO METAL DECKSOFFIT OR TO METAL DECK
INTERIOR STUD WALL AT CONC.
24
TYP. STEEL STUD WALL BRIDGING 1
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-07
2024-03-20 Kevin Sund
03/26/2024
4
51516TYP. INTERIOR METAL STUD WALL AT CONC. SLAB
1
2
FAST TOP CLIPS (FTC-5)-1
3
9
7
8
STUD CONN. W/ FCSC 5-1/2" CLIPS
STUD CONN. W/ FCEC 8" OR 10" CLIP
METAL WALL TO FTG AT POP-OUT
TYP. EXTERIOR METAL STUD WALL AT CONC. SLAB 14TYP. EXTERIOR METAL STUD WALL AT CONC. SLAB TYP. EXTERIOR METAL STUD TO FLOOR
STUD TO CONCRETE SLAB
METAL WALL TO STL. AT POP-OUT
TYP. EXTERIOR METAL STUD TO W BEAM TYP. METAL STUD TO TOP OF BEAM
6
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-08
2024-03-20 Kevin Sund
03/26/2024
SUSPENDED CEILING JOIST FRAMING
1
2
35
6 4
TYP. EXTERIOR METAL STUD WALLTYP. EXTERIOR METAL STUD WALL AT WINDOW
DETAILDETAIL
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-09
2024-03-20 Kevin Sund
03/26/2024
2
2
3
TYP. METAL STUD AT CANOPY
TYP. METAL STUD AT CANOPY
4TYP. EXT. EDGE OF ROOF DECK W/ STUD & RIGID CLIP DETAIL
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-10
2024-03-20 Kevin Sund
03/26/2024
12TYP. EXT. METAL STUD WALL AT WINDOW3TYP. EXT. METAL STUD WALL AT POP-OUT4TYP. EXT. METAL STUD WALL AT STOREFRONTTYP. EXT. METAL STUD WALL AT STOREFRONT
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-11
2024-03-20 Kevin Sund
03/26/2024
1234TYP. EXT. METAL STUD WALL AT STOREFRONT TYP. EXT. METAL STUD WALL AT STOREFRONTTYP. EXT. METAL STUD WALL SECTION
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-12
2024-03-20 Kevin Sund
03/26/2024
124TYP. EXT. METAL STUD WALL SECTIONTYP. EXT. METAL STUD WALL SECTIONTYP. EXT. METAL STUD WALL SECTION
AQX ENGINEERING INC.
1520 Brookhollow, Suite #45
Santa Ana, CA 92705
Off. (714) 662-0510
Fax. (714) 662-1050
www.aqxeng.com
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE AQX AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE AQX
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
INTERIOR & EXTERIOR WALLS
BUILDING C
1 PLAN CHECK CORRECTION03-10-2024
SW-13
2024-03-20 Kevin Sund
03/26/2024
03/26/2024