02/01/2021 - nebula.wsimg.com

13
BID SET - 02/01/2021

Upload: others

Post on 26-Feb-2022

4 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 2: 02/01/2021 - nebula.wsimg.com

METAL STUD WALL FRAMING

WALL STUD BRACING LOCATIONMETAL STUD BLOCKING

METAL STUD BRACING

METAL STUD BRIDGING

BACKING AT METAL STUDS

METAL STUD TOP TRACK

CEILING JOIST SCHEDULE & DETAILS

TYP. STUD BRACE

S2.01

TYPICALDETAILS

JEAS NOTED

Filename:

Sheet Title:

Date:

Scale:

Project No.:

Drawn By:

Reviewed By:

No.

LA DESIGN GROUP 2018 ALL RIGHTS RESERVEDC

Sheet #:

Description180302

Date

Revisions:

Seal:

A Project for:

KNA JOB NO: 342.007

CONSULTANT

9931 Muirlands Boulevard, Irvine, CA 92618

Tel (949) 462-3200 • Fax (949) 462-3201

www.KNAstructural.com

LA Design Group, Inc.3670 W. TEMPLE AVENUE, STE. 193POMONA, CA 91768(T) 909.860.1010www.ladesigngroup.net

PASA

DENA

CIT

Y CO

LLEG

E15

70 E

AST

COLO

RADO

BLV

D.PA

SADE

NA C

ALIF

ORNI

A 91

106

PCCR

-523 P

RINTIN

G CL

ASSR

OOM

INTE

RIOR

ALTE

RATIO

N

Client:

.

07/03/2018PROGRESS SET08/08/2018DSA SUBMITTAL10/17/2018DSA BACKCHECK

ADDENDUM 08/23/2019

BID

SET

- 02

/01/

2021

Page 3: 02/01/2021 - nebula.wsimg.com

TYP. STRAP HANGER WIRE ATTACHMENT

DETAIL

DETAIL

DETAIL

DETAIL

S2.02

TYPICALDETAILS

JEAS NOTED

KNA JOB NO: 342.007

CONSULTANT

9931 Muirlands Boulevard, Irvine, CA 92618

Tel (949) 462-3200 • Fax (949) 462-3201

www.KNAstructural.com

C

Sheet Title:

Sheet #:

Filename:

Date:

Scale:

Reviewed By:

Drawn By:

Project No.:

No. Description Date

Revisions:

A Project for:

Seal:

LA Design Group, Inc.21671 GATEWAY CENTER DRIVE, SUITE 213DIAMOND BAR, CA 91765(T) 909.860.1010www.LADG.net

LA DESIGN GROUP 2020 ALL RIGHTS RESERVED

PASA

DENA

CIT

Y CO

LLEG

E15

70 E

AST

COLO

RADO

BLV

D.PA

SADE

NA, C

ALIF

ORNI

A 91

106

PCC

R-52

0 / R

-523

PRI

NTM

AKIN

G CL

ASSR

OOM

"INTE

RIOR

ALT

ERAT

ION"

200201

11/06/2018DSA APPROVAL 03-118994

10/19/2020CCD#08 (PHASE 2)

CCD 08

ADDENDUM 08/23/2019

BID

SET

- 02

/01/

2021

AutoCAD SHX Text
10
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
S2.01
AutoCAD SHX Text
NEW STL. STUD WALL SEE PLAN
AutoCAD SHX Text
16GA. BOTTOM TRACK
AutoCAD SHX Text
(E) 4 " THK. FIFTH 12" THK. FIFTH FLR. CONC. SLAB
AutoCAD SHX Text
2 "12"
AutoCAD SHX Text
2 "12"
AutoCAD SHX Text
38" SIMP. TITEN HD@ 4'-0" O.C. PER ICC ESR-2713
AutoCAD SHX Text
NEW 16GA. SLIP TRACK SEE
AutoCAD SHX Text
(E) ROOF CONC. SLAB
AutoCAD SHX Text
NEW STUDS @ 16" O.C.
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
NOTE: DO NOT DAMAGE EXISTING REBAR. CONTRACTOR SHALL LOCATE ALL EXISTING REBAR PRIOR OF DRILLING.
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
S2.01
AutoCAD SHX Text
NEW 16GA. SLIP TRACK SEE
AutoCAD SHX Text
(E) ROOF CONC. SLAB
AutoCAD SHX Text
NEW STL. STUD WALL SEE PLAN W/ " GYP. BOARD 58" GYP. BOARD AT EACH SIDE
AutoCAD SHX Text
NEW HOOD HOOD (200# MAX.)
AutoCAD SHX Text
2
AutoCAD SHX Text
3x3x16GA CONT. BENT PLATE W/ #10 SMS @ 16" O.C. AND EA. STUD TYP.
AutoCAD SHX Text
38" THREADED ROD TYP.
AutoCAD SHX Text
14" HILTI "KWIK HUS-I W/ 1 " EMBEDMENT 58" EMBEDMENT ESR-3027 (4) TOTAL
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
(E) ROOF CONC. SLAB
AutoCAD SHX Text
NEW HOODHOOD
AutoCAD SHX Text
14" HILTI "KWIK HUS W/ 1 " EMBEDMENT 58" EMBEDMENT ESR-3027 (4) TOTAL
AutoCAD SHX Text
38" THREADED ROD TYP. SEE
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
3x3x16GA BENT PLATE DIAG. BRACE @ 6'-0" MAX.
AutoCAD SHX Text
NUT TOP AND BOTT.
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
13
AutoCAD SHX Text
UNISTRUT P1000T CHANNEL STIFFENER, TYP.
AutoCAD SHX Text
UNISTRUT P1000T CHANNEL STIFFENER, TYP.
AutoCAD SHX Text
1
AutoCAD SHX Text
2 MAX.
AutoCAD SHX Text
PCCR-001
AutoCAD SHX Text
SCALE: 1"=1'-0"
AutoCAD SHX Text
(E) CONC. SLAB
AutoCAD SHX Text
~~
AutoCAD SHX Text
~~
AutoCAD SHX Text
1x1x12 GA. x 0'-2" W/ (1) " HILTI KB-TZ 14" HILTI KB-TZW/ 2" EMBED PER ICC-ESR-1917
AutoCAD SHX Text
BRACING WIRE (WHERE OCCURS)
AutoCAD SHX Text
#10 WIRE MIN. W/ (4) TIGHT TURNS OVER 1 " (@ CABLE 12" (@ CABLE OR WIRE ROPE PROVIDE CRIMP RATED FOR 100# MIN.)
AutoCAD SHX Text
PCCR-002
AutoCAD SHX Text
SCALE: 1"=1'-0"
AutoCAD SHX Text
~4
AutoCAD SHX Text
3
AutoCAD SHX Text
(E) 4 " THK. CONC. SLAB12" THK. CONC. SLAB
AutoCAD SHX Text
(E) STL. BM. PER PLAN
AutoCAD SHX Text
(N) 4x4x 14
AutoCAD SHX Text
PCCR-003
AutoCAD SHX Text
SCALE: 1"=1'-0"
AutoCAD SHX Text
(N) W10x BM., SEE PLAN
AutoCAD SHX Text
"x3"x0'-8"38"x3"x0'-8"
AutoCAD SHX Text
~4
AutoCAD SHX Text
7
AutoCAD SHX Text
(E) CONC. SLAB PER PLAN
AutoCAD SHX Text
(E) W16x BEAM
AutoCAD SHX Text
~4
AutoCAD SHX Text
(3) SIDES
AutoCAD SHX Text
PCCR-004
AutoCAD SHX Text
SCALE: 1"=1'-0"
AutoCAD SHX Text
12" HILTI KB-TZ @ 4'-0" O.C.W/ 2" EMBED (2) PER ICC ESR-1917
AutoCAD SHX Text
PROVIDE GROUT AS RQUIRED FOR FULL BEARING
AutoCAD SHX Text
(N) W10x12 BEAM
AutoCAD SHX Text
(E) CONC. SLAB PER PLAN
AutoCAD SHX Text
PCCR-006
AutoCAD SHX Text
SCALE: 1"=1'-0"
AutoCAD SHX Text
(E) ROOF METAL DECK
AutoCAD SHX Text
18GA. MTL. STUD @ 16" O.C. SEE PLAN
AutoCAD SHX Text
#10 SMS AT EACH FLANGE TYP.
AutoCAD SHX Text
16GA. CONT. SLIP TRACK W/ (2) #10 SMS TO EA. HAT CHANNEL
AutoCAD SHX Text
1 "x18GA.x0'-8" @ 16" 12"x18GA.x0'-8" @ 16" O.C. WELD TO (E) STEEL BEAM (REPAIR FIRE-PROFFING)
AutoCAD SHX Text
(E) STEEL BEAM
AutoCAD SHX Text
18
AutoCAD SHX Text
2
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
No. 2553
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
V
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R.
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 3-31-20
AutoCAD SHX Text
1
Page 4: 02/01/2021 - nebula.wsimg.com

NOTES

1PARTIAL FIFTH FLOOR FRAMING PLANSCALE

1/4" = 1' - 0"

N

KEY PLAN

N

HATCH PATTERN INDICATESAREA OF WORK

LEGEND

520

CLASSROOM

523A

WORK ROOM

523A

WORK ROOM

523

CLASS ROOM

A

B

C

18 17 16

520A

EXPOSURE ROOM

S3.01

PARTIAL FIFTH FLOORFRAMING PLAN

MPJE

AS NOTED

KNA JOB NO: 342.007

CONSULTANT

9931 Muirlands Boulevard, Irvine, CA 92618

Tel (949) 462-3200 • Fax (949) 462-3201

www.KNAstructural.com

C

Sheet Title:

Sheet #:

Filename:

Date:

Scale:

Reviewed By:

Drawn By:

Project No.:

No. Description Date

Revisions:

A Project for:

Seal:

LA Design Group, Inc.21671 GATEWAY CENTER DRIVE, SUITE 213DIAMOND BAR, CA 91765(T) 909.860.1010www.LADG.net

LA DESIGN GROUP 2020 ALL RIGHTS RESERVED

PASA

DENA

CIT

Y CO

LLEG

E15

70 E

AST

COLO

RADO

BLV

D.PA

SADE

NA, C

ALIF

ORNI

A 91

106

PCC

R-52

0 / R

-523

PRI

NTM

AKIN

G CL

ASSR

OOM

"INTE

RIOR

ALT

ERAT

ION"

200201

11/06/2018DSA APPROVAL 03-118994

10/19/2020CCD#08 (PHASE 2)

CCD 08

BID

SET

- 02

/01/

2021

AutoCAD SHX Text
1A
AutoCAD SHX Text
S2.02
AutoCAD SHX Text
(E) BRICK WALL
AutoCAD SHX Text
(E) 2"± DEPRESSED FLOOR TO BEFILLED TO LEVEL WITH EXISTING FIN. FLOOR. SEE NOTE #1
AutoCAD SHX Text
(E) 2"± DEPRESSED FLOOR TO BEFILLED TO LEVEL WITH EXISTING FIN. FLOOR. SEE NOTE #1
AutoCAD SHX Text
(E) 4 " THK. CONC. SLAB12" THK. CONC. SLAB
AutoCAD SHX Text
~~
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E) W24
AutoCAD SHX Text
(E) W24
AutoCAD SHX Text
(E) PARTITION
AutoCAD SHX Text
(E) PARTITION
AutoCAD SHX Text
NOTE #1: A. REMOVE ALL DEPRESSED SLAB COVERS AND EMBEDMENT. SURFACE OF EXISTING CONCRETE MUST BE CLEAN AND SOUND AND FREE OF STANDING WATER. REMOVE DUST, LAITANCE, GREASE, CURING COMPOUNDS, WAXES AND ANY OTHER CONTAINMENTS, AND OPEN TEXTURED SURFACE BY BLASTING OR OTHER EQUIVALENT MECHANICAL MEANS. B. APPLY "SIKADUR32,HI-MOD" BONDING BRIDGE BY BRUSH OR ROLLER, SEE MANUFACTURE SPECIFICATION. C. PLACE REPAIR INFILL MATERIAL (SIKACRETE 211 ONE-COMPONENT CEMENTATION ) WHILE "SIKADUR32,HI-MOD" IS STILL TACKY. D. USE "SIKACRETE 211 ONE-COMPONENT CEMENTATION" TO INFILL DEPRESSED AREA FOR LEVEL SURFACE TO MATCH WITH EXISTING SLAB. SEE MANUFACTURE SPECIFICATIONS.
AutoCAD SHX Text
: INDICATES DEPRESSED SLAB TO BE INFILL.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
: INDICATES NEW STEEL STUD PARTITION, 6"x18 GA. @ 16" O.C. U.N.O.
AutoCAD SHX Text
~~
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
No. 2553
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
V
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R.
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 3-31-20
Page 5: 02/01/2021 - nebula.wsimg.com

NOTES

LEGEND

1PARTIAL ROOF FRAMING PLANSCALE

1/4" = 1' - 0"

N

KEY PLAN

N

HATCH PATTERN INDICATESAREA OF WORK

A

B

C

18 17 16

S5.01

PARTIAL ROOF FRAMING PLAN

MPJE

AS NOTED

KNA JOB NO: 342.007

CONSULTANT

9931 Muirlands Boulevard, Irvine, CA 92618

Tel (949) 462-3200 • Fax (949) 462-3201

www.KNAstructural.com

C

Sheet Title:

Sheet #:

Filename:

Date:

Scale:

Reviewed By:

Drawn By:

Project No.:

No. Description Date

Revisions:

A Project for:

Seal:

LA Design Group, Inc.21671 GATEWAY CENTER DRIVE, SUITE 213DIAMOND BAR, CA 91765(T) 909.860.1010www.LADG.net

LA DESIGN GROUP 2020 ALL RIGHTS RESERVED

PASA

DENA

CIT

Y CO

LLEG

E15

70 E

AST

COLO

RADO

BLV

D.PA

SADE

NA, C

ALIF

ORNI

A 91

106

PCC

R-52

0 / R

-523

PRI

NTM

AKIN

G CL

ASSR

OOM

"INTE

RIOR

ALT

ERAT

ION"

200201

11/06/2018DSA APPROVAL 03-118994

10/19/2020CCD#08 (PHASE 2)

CCD 08

BID

SET

- 02

/01/

2021

AutoCAD SHX Text
1B
AutoCAD SHX Text
S2.02
AutoCAD SHX Text
(E) BRICK WALL BELOW
AutoCAD SHX Text
(E) 4 " THK. CONC. SLAB12" THK. CONC. SLAB
AutoCAD SHX Text
~~
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E)W16
AutoCAD SHX Text
(E) W16
AutoCAD SHX Text
(E) W16
AutoCAD SHX Text
(E) PARTITION BELOW
AutoCAD SHX Text
(E) PARTITION BELOW
AutoCAD SHX Text
NEW PARTITION BELOW SEE ARCH. DWG.
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
(E)W14
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
: INDICATES NEW STEEL STUD PARTITION BELOW
AutoCAD SHX Text
(E)W12
AutoCAD SHX Text
(E)W12
AutoCAD SHX Text
1
AutoCAD SHX Text
S2-02
AutoCAD SHX Text
8
AutoCAD SHX Text
S2-02
AutoCAD SHX Text
8
AutoCAD SHX Text
S2-02
AutoCAD SHX Text
S
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
No. 2553
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
V
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
D
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
R.
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 3-31-20
Page 6: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 7: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 8: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 9: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 10: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 11: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 12: 02/01/2021 - nebula.wsimg.com

BID

SET

- 02

/01/

2021

Page 13: 02/01/2021 - nebula.wsimg.com

TYP. PIPE THRU ROOF DETAIL

C

Sheet Title:

Sheet #:

Filename:

Date:

Scale:

Reviewed By:

Drawn By:

Project No.:

No. Description Date

Revisions:

A Project for:

Seal:

LA Design Group, Inc.21671 GATEWAY CENTER DRIVE, SUITE 213DIAMOND BAR, CA 91765(T) 909.860.1010www.LADG.net

LA DESIGN GROUP 2020 ALL RIGHTS RESERVED

PASA

DENA

CIT

Y CO

LLEG

E15

70 E

AST

COLO

RADO

BLV

D.PA

SADE

NA, C

ALIF

ORNI

A 91

106

PCC

R-52

0 / R

-523

PRI

NTM

AKIN

G CL

ASSR

OOM

"INTE

RIOR

ALT

ERAT

ION"

200201

75

1 N

. F

air O

aks A

ve

., S

uite

2

01

Pa

sa

de

na

, C

A 9

11

03

Ph

on

e: (6

26

) 6

96

-3

85

0

Engineous

Group, Inc.

11/06/2018DSA APPROVAL 03-118994

10/19/2020CCD#08 (PHASE 2)

CCD008

1 08/23/2019ADDENDUM

P 1.01

PLUMBING NOTES, LEGENDS ANDSCHEDULES

----

AS NOTED

--

CCD 08

CCD008

CCD008

BID

SET

- 02

/01/

2021