Exhibit_I_-_C&S_-_Level_2_Slab_Shop_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Santa Cruz Downtown Library Tenant Improvements
- Solicitation number
- IFB No. ED-0328
- Issued by
- Santa Cruz County, San Francisco City, California
About this file
This submittal document contains Level 2 shop drawings for concrete slab construction at the Downtown Library and Affordable Housing Project located at 119 Lincoln Street, Santa Cruz, California. The drawings, prepared by Echelcon, Inc. (the contractor) and submitted through LCI Sub #27, detail the top of slab (TOS) and bottom of slab (BOS) conditions for Level 02 of the podium structure. The submittal, dated November 3, 2025, with a due date of November 10, 2025, is pending responses to Request for Information (RFI) #43 regarding Level 2 slab clarifications. The drawings include comprehensive dimensional plans, section details at scales of 1/4" = 1', and specifications for concrete finishing, including provisions for masonite layers and styrofoam, concrete joint roughening to 1/4" amplitude, and various slab conditions for ramp slabs, mid-level landing slabs, and typical wall-to-slab connections. Multiple reference callouts direct coordination with elevator and stair shop drawings, and numerous areas are flagged as pending RFI confirmation, particularly regarding drain locations, recessed wall specifications, and slab edge dimensions referenced in RFI responses #39, #40, #42, and #43.
The shop drawings were prepared for approval by PASE (structural engineers) and reviewed by the architect and other design professionals. The submittal indicates that corrections and clarifications are required in red dimensions and cloud markings shown on the plans. Key notes clarify that the contractor and subcontractors remain responsible for verifying all dimensions, elevations, slopes, and drain locations against the architectural and structural contract documents, coordinating with all trades, and ensuring compliance with fabrication and construction standards. The drawings reference multiple architectural sheets (A2.01-A2.04, A2.11, A2.02) and structural framing plans (S2.22) that were issued under Revision A1, with the Level 2 slab shop drawings designated as sheet LC-5A, LC-5B, LC-6A, and LC-6B at the indicated scale. The document establishes that this submittal is for conformance review only and does not constitute approval of fabrication or construction methodologies.
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Text version
Submittal Cover Page
Downtown Library and Affordable Housing Project
119 Lincoln St. Santa Cruz CA, 95060
Notes:
Submittal pending RFI 43: L2 Clarifications
ECHELCON, INC.
Review is for general conformance with the contract documents for this project only. Subcontractor or supplier is responsible for omissions, quantities, dimensions, field conditions, coordination with all trades, and information pertaining to fabrication processes or construction techniques. Review shall not relieve subcontractor or supplier from responsibility for errors, omissions or deviation from contract documents. Stamped submission does not constitute a change order.
By:
Date:
Submittal # Description:
Jackson Bigham
03 30 00-17 L2 TOS and BOS - Largo
11/10/2025
CONSULTANT/ OTHER
ENGINEER
ARCHITECT
NO EXCEPTION TAKEN
REVISE & RESUBMIT
MAKE CORRECTIONS
NOTED
REJECTED
SUBMIT SPECIFIED ITEM
REVIEWED FOR
INFORMATION ONLY
DATE
Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: Confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades and performing all work in a safe and satisfactory manner.
P S
E T
OPLES ASSOCIATES
R U C T U R A L E N G I N E E R S
01/05/24
12/16/2025
X
EOPLES ASSOCIATES
STRUCTURAL ENGINEERS
408.957.9220 www.pase.com
PASE:
1. Verify all dimensions, elevations, slopes and drain locations with Architectural Drawings.
2. See response to RFI 42 and 43 for L2 slab clarifications.
J Pereira 12.23.2025
TOS COMMENTS:
- Per response to RFI 39, refer to updated sheets A2.01, A2.02, A2.03 and A2.04 included with REV A1 for adjustments to slab edge dimensions.
- Refer to RFI 40 response for drain locations.
- See comments provided by PASE and mark-ups provided on the submittal.
DannyNguyenPham Text Box
FOR REFERENCE ONLY
JOB NO. L1527
SUBMITTAL NUMBER: 027 Rev
Date SUBMITTED
To Echelcon, Inc.
945 W Julian St. Attn: Echelcon, Inc.
San Jose, CA, 95126 Project: DLAHP - Santa Cruz, CA
WE ARE SENDING YOU: X Attached Under Separate Cover Via Electronic the Following Items
X Shop Drawings Prints Plans Specifications
Copy of Letter Change Order Samples X Product Data/MSDS
COPIES SPEC
THESE ARE TRANSMITTED as checked below:
X For Approval Approved as Resubmit Copies for Approval
Submitted
For Your Use Approved as Submit Copies for Distribution
Noted
As Requested Returned for Return Corrected Prints
Corrections
For Review and
Comment
FOR BIDS DUE 20 PRINTS RETURNED AFTER
LOAN TO US
REMARKS: Please send back an electronic copy of the approved submittal. Thank You
COPY TO: SIGNED: Joe Adams
DATE
11/3/2025
Date DUE 11/10/2025
Description
LCI SUB #27 - L2 - TOS & BOS
891 West Hamilton Ave.Campbell, CA 95008
PRIORITY11/3/2025
(408) 874-2500 Fax (408) 874-2599
*Pending LCI RFI #33
SHEET #
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
DannyNguyenPham
LC
-5
A
LC
-5 B
M
AT
C H
LI
N
E
1 2 3 4 5 6 7 8 9
A
B
C
C.2
D
E
F
G
H
I
I.1
3 4 5 6 7 8 9
G.2
G.1
7.12.1
2.1 7.1
J
21.1
18'-9"
8'-0" 19'-0"
27'-0" 27'-0" 27'-0" 27'-0"
12'-6" 3'-0"
27'-0"
323'-0" 2'
-3
'-9
'-6
'-0
'-5
'-1
/2
'-1
1/
2"
'-6
'-6
'-1
1"
'-7
5'
-6
8°
27'-0" 15'-6"
'-0
'-0
7'-9"
8°
10°
BO
S
5'- 1 1
/2"
BOS 11'-2"
10'-11" BOS
10'-10" BOS
11'-2" BOS
11'-2" BOS
10'-11" BOS
BO
S
'-2
BO
S
4'- 7"
BO
S
3'- 6 1
/2"BOS 8'-5"
11'-0" BOS
11'-2" BOS 11'-2" BOS
11'-2" BOS
10'-8" BOS
11'-2" BOS
11'-2" BOS
11'-2" BOS
11'-2" BOS
2'- 0"9 1
/2"
BOB 10'-4"
11'-2" BOS 11'-2" BOS
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
LC-5A
CONFIRM WITH
ELEVATOR SHOPS
CONFIRM WITH
ELEVATOR SHOPS
CO
NF
IR
M
W
IT
H
EL
EV
AT
OR
S
HO
PS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CO
NF
IR
M
W
IT
H
ST
AI
R
SH
OP
S
ST
AI
R#
ELEV#2
ELEV#4
EL
EV
#3
STAIR#3
STAIR#4
11'-2" BOS
11'-2" BOS
11'-0" BOS
10'-11" BOS
10'-11" BOS
8'-2" BOB
8'-2" BOB
LC-5B
LC-5B
12'-0" (26.75')
LEVEL 02
1'-0" 8 1/2"
1'-0" 1'-8 1/2"
3' -6
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1 1/2" TOW
12'-0" (26.75')
LEVEL 02
1'-0"
1'-8 1/2"
8" 5'-2"
1'-4"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
11'-1 1/2" TOW
3" Ø STYROFOAM
10'-4" BOB
1' -8
12'-0" (26.75')
LEVEL 02
A
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
1'-0" 1'-0"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
3" Ø STYROFOAM
12'-0" (26.75')
LEVEL 02
A
2'-0"4'-0"2'-0"
3' -0
0'-0" (14.75')
LEVEL 01
1' -0
1'-0" 1'-0"
3' -6
VA
R
IE
S
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
1" KEY
RAMP SLAB
VA
R
IE
S
3" Ø STYROFOAM
A
2'-0"4'-0"2'-0"
3' -0
0'-0" (14.75')
LEVEL 01
1' -0
1'-0" 1'-0"
3' -6
VA
R
IE
S
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
F
2'-4" 3'-0"
12'-0" (26.75')
LEVEL 02
2' -9
5'-4" 1'-0"
3'-10" 1'-0"1'-0"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
8'-4 1/2" TOW
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')
LIBRARY LEVEL 02
5"
10" PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
12'-0" (26.75')
LEVEL 02
2.12
10"
1'-0"
3"
C.J-ROUGHEN TO
1/4" AMPLITUDE
1'-0"
" 10"
9 1/2"
4"
10'-10" BOS
VERIFY 10'-11" TOW
10'-11" TOW
F
12'-0" (26.75')
LEVEL 02
2' -9
5'-4" 1'-0"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
8'-5" TOW
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')10
5"
10"
C.J-ROUGHEN TO
1/4" AMPLITUDE
C.J-ROUGHEN TO
1/4" AMPLITUDE
LIBRARY LEVEL 02
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
MID LEVEL LANDING SLAB
TYPICAL CONDITION
FOR MID LEVEL
LANDING SLAB TO WALL
" 1" KEY
RAMP SLAB
TYPICAL CONDITION FOR
RAMP SLAB TO WALL
PER SCHEDULE
3/4" CHAMFER
TYPICAL CONDITION FOR
BEAM / DROP CAP
ScaleO R
IG
IN
AL
S
H
EE
T
SI
ZE
2" x
0"
Checked By Drawn By Date Project Number
No. Description Date
ABBREVIATIONS:
DOWNTOWN LIBRARY
AND AFFORDABLE
HOUSING PROJECT
UNLESS NOTIFIED OTHERWISE
FTG
TYP.
TOW
TOS
TOM
TOC
SOG
EA
BOS
BOF
BOW
BOC
BOB
FOOTING
TYPICAL
TOP OF WALL
TOP OF SLAB
TOP OF MAT FOUNDATION
TOP OF CURB / COLUMN
SLAB ON GRADE
EACH
BOTTOM OF SLAB
BOTTOM OF FOOTING
BOTTOM OF WALL
BOTTOM OF COLUMN
BOTTOM OF BEAM
UNO.
SIM SIMILAR
AD AREA DRAIN
BOM BOTTOM OF MAT FOUNDATION
FOC FACE OF CONCRETE
O.C ON CENTRE
FD FLOOR DRAIN
TOTS TOP OF TOPPING SLAB
TOF TOP OF FOOTING
L1527 11/3/2025
TN
SSJ
As indicated
LEVEL 2 - BOTTOM OF SLAB
LC-5A
/3
/2
5:
P
M
LI
NC
O
LN
S
TR
EE
T
SA
N
TA
C
R U
Z, C
AL
IF
O R
N
IA
LEVEL 2 - BOTTOM OF SLAB
SCALE: 1/8" = 1'
R0 11/03/2025For Approval
N
Shop drawings prepared using
NOTES:
1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.
Sheet No Title Date Revision File Type
S2.22 LEVEL 02 PODIUM FRAMING PLAN
C5.0 GRADING & DRAINAGE PLAN
PDFA2.02 SLAB & CURB PLAN - LEVEL 02
PDFOVERALL - FLOOR PLAN - LEVEL 02A2.11
A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025
CONTROL POINT OF GRIDLINE
SCALE: 1SECTION
1/4"=1' SCALE: 2SECTION
1/4"=1'
SCALE: 3SECTION
1/4"=1'
SCALE: 4SECTION
1/4"=1'
SCALE: 5SECTION
1/4"=1'
SCALE: 6SECTION
1/4"=1'
SCALE: 7SECTION
1/4"=1'
SCALE: 8SECTION
1/4"=1'
SCALE: 9SECTION
1/4"=1'
SCALE: 10SECTION
1/4"=1'
PASE: See response to RFI 39 and Architectural Drawings Revision A1.
PASE: Step at wall is structurally acceptable. Verify slab rebar at step per Detail 9/S5.20.
DannyNguyenPham
-5
A
LC
-5 B
M
AT
C H
LI
N
E 9 10 11 12 13 14
9 10 11 12 13 14
A
B
C
C.2
D
E
F
G
H
I
I.1
J
27'-0" 27'-0" 27'-0" 27'-0" 18'-9"
2' -3
'-9
'-6
'-0
'-5
'-1
/2
'-1
1/
2"
'-6
'-6
'-1
1"
'-7
5'
-6
'-0
'-0
11'-2" BOS
11'-2" BOS
11'-2" BOS
11'-2" BOS
11'-2" BOS
10'-10 3/4" BOS
BOS 11'-2"
BO
S
5'- 2 1
/2"
10'-9" BOS
BOS 5'-1"
BO
S
4'- 6 1
/4"
BOS 11'-1" BO
S
5'- 2 1
/2"
BOS 3'-11 1/2"
BOS 9'-2"
3'- 0"
7'- 7"
11'-2" BOS
11'-2" BOS
10'-10 3/4" BOS
BOS 11'-2"
BOS 11'-2"
BOS 11'-2"
3'-0" 3"
1'-6"
BO
B
'-2
3/ 4"
LC-5B 12
LC-5B
LC-5B
LC-5B
LC-5B
CO
NF
IR
M
W
IT
H
EL
EV
AT
OR
S
HO
PS
CONFIRM WITH
ELEVATOR SHOPS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
ELEV#1
EL
EV
#5
STAIR#6
STAIR#7
STAIR#8
CONFIRM WITH
STAIR SHOPS
STAIR#5
STAIR#1
11'-2" BOS
LC-5B
LC-5B
LC-5B
10'-10 3/4" BOS
PENDING RFI
PENDING RFI
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')10
5"
10"
C.J-ROUGHEN TO
1/4" AMPLITUDE
C.J-ROUGHEN TO
1/4" AMPLITUDE
LIBRARY LEVEL 02
12'-0" (26.75')
LEVEL 02
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
MID LEVEL LANDING SLAB
12'-0" (26.75')
LEVEL 02
1'-8 1/2"
1'-8 1/2" 9"
9"
1'-6"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1 1/2" TOW
C.J-ROUGHEN TO
1/4" AMPLITUDE
12'-0" (26.75')
LEVEL 02
F 10"
1"
5"
9'-10"
1"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1" TOW 11'-0 1/2" TOW
12'-0" (26.75')
LEVEL 0210
1'-0" 1'-0"
1/
4"
10"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
10'-10 3/4" TOW
G
0'-0" (14.75')
LEVEL 01
12'-0" (26.75')
LEVEL 02
6"6"
6"
8' -0
D
O O
R H
T
2'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
RECESSED WALL
PENDING RFI
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
MID LEVEL LANDING SLAB
TYPICAL CONDITION
FOR MID LEVEL
LANDING SLAB TO WALL
" 1" KEY
RAMP SLAB
TYPICAL CONDITION FOR
RAMP SLAB TO WALL
12'-0" (26.75')
LEVEL 02
13 14
3' -6
8" 9" 1'-6"
1'-6" 6"
1'-8 1/2"
3"
3'-0"
1' -9
/4
" C.J-ROUGHEN TO
1/4" AMPLITUDE
10'-2 3/4" BOB
10'-10 3/4" BOS
12'-0" (26.75')
LEVEL 02
C.2
VA
R
IE
S
8"
3' -6
RAMP SLAB
10"
PENDING RFI
PENDING RFI
12'-0" (26.75')
LEVEL 02
3' -6
8"
C.2
PENDING RFI
VA
R
IE
S
12'-0" (26.75')
LEVEL 02
11'-0"
1'-8 1/2"
3' -0
8'-2" BOS
12'-0" (26.75')
LEVEL 02
C.2
VA
R
IE
S
8"
3' -6
10"
10"
8"
RAMP SLAB
1" KEY
C.J-ROUGHEN TO
1/4" AMPLITUDE
PER SCHEDULE
3/4" CHAMFER
TYPICAL CONDITION FOR
BEAM / DROP CAP
ScaleO R
IG
IN
AL
S
H
EE
T
SI
ZE
2" x
0"
Checked By Drawn By Date Project Number
No. Description Date
ABBREVIATIONS:
DOWNTOWN LIBRARY
AND AFFORDABLE
HOUSING PROJECT
UNLESS NOTIFIED OTHERWISE
FTG
TYP.
TOW
TOS
TOM
TOC
SOG
EA
BOS
BOF
BOW
BOC
BOB
FOOTING
TYPICAL
TOP OF WALL
TOP OF SLAB
TOP OF MAT FOUNDATION
TOP OF CURB / COLUMN
SLAB ON GRADE
EACH
BOTTOM OF SLAB
BOTTOM OF FOOTING
BOTTOM OF WALL
BOTTOM OF COLUMN
BOTTOM OF BEAM
UNO.
SIM SIMILAR
AD AREA DRAIN
BOM BOTTOM OF MAT FOUNDATION
FOC FACE OF CONCRETE
O.C ON CENTRE
FD FLOOR DRAIN
TOTS TOP OF TOPPING SLAB
TOF TOP OF FOOTING
L1527 11/3/2025
TN
SSJ
As indicated
LEVEL 2 - BOTTOM OF SLAB
LC-5B
/3
/2
5:
P
M
LI
NC
O
LN
S
TR
EE
T
SA
N
TA
C
R U
Z, C
AL
IF
O R
N
IA
N
Shop drawings prepared using
NOTES:
1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.
LEVEL 2 - TOP OF SLAB
SCALE: 1/8" = 1'
R0 11/03/2025For Approval
Sheet No Title Date Revision File Type
S2.22 LEVEL 02 PODIUM FRAMING PLAN
C5.0 GRADING & DRAINAGE PLAN
PDFA2.02 SLAB & CURB PLAN - LEVEL 02
PDFOVERALL - FLOOR PLAN - LEVEL 02A2.11
A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025
CONTROL POINT OF GRIDLINE
SCALE: 10SECTION
1/4"=1'
SCALE: 11SECTION
1/4"=1'
SCALE: 12SECTION
1/4"=1' SCALE: 13SECTION
1/4"=1'
SCALE: 14SECTION
1/4"=1'
SCALE: 15SECTION
1/4"=1'
SCALE: 16SECTION
1/4"=1'
SCALE: 17SECTION
1/4"=1' SCALE: 18SECTION
1/4"=1'
SCALE: 19SECTION
1/4"=1' SCALE: 20SECTION
1/4"=1'
PASE: Verify recessed wall location and length with RFI 43 response.
PASE: See response to
RFI 43.
PASE: See response to
RFI 43.
DannyNguyenPham
-6
A
LC
-6 B
M
AT
C H
LI
N
E
1 2 3 4 5 6 7 8 9
A
B
C
C.2
D
E
F
G
H
I
I.1
3 4 5 6 7 8 9
G.2
G.1
7.12.1
2.1 7.1
J
21.1
18'-9"
8'-0" 19'-0"
27'-0" 27'-0" 27'-0" 27'-0"
12'-6" 3'-0"
27'-0"
323'-0" 2'
-3
'-9
'-6
'-0
'-5
'-1
/2
'-1
1/
2"
'-6
'-6
'-1
1"
'-7
5'
-6
8°
27'-0" 15'-6"
'-0
'-0
7'-9"
8°
10°
4'-2"
2'- 0"
4'- 9"
1'-8 1/2"
9 1 /2"
1'-8"
2'- 0"
9" 3"
1'-0"
1'- 0"
3'-5" 6'-10"
2'- 4"
1'- 9 1
/2"
2 1 /2"
2'-7" 2'-3"
7'- 0"
9'- 3"
10"
7'-0 1/2"
11"
4'- 4 1
/2" 5'-
3 1 /2"
3'-
1'-8 1/2"2'-
1'-0" 4'-2"
TO
S
5'- 9 1
/2"
TOS 12'-0"
7'- 7"
7"
1'-6" 1'-0" 8'-8"
2"
2 1/4"
7" 6'-
"CONFIRM WITH
ELEVATOR SHOPS
CONFIRM WITH
ELEVATOR SHOPS
CO
NF
IR
M
W
IT
H
EL
EV
AT
OR
S
HO
PS
11'-9" TOS
9 1/2"
11'-8" TOS
12'-0" TOS
12'-0" TOS
11'-9" TOS
4'- 0"
3 3/4"
4°
9'-8"
5'- 2"
3'- 6"
5'- 8" 1'-
0" 1'-
0"
TO
S
'-0
TO
S
5'- 3"
2'-9"
2'-4"
3'-0"
1'-2"
TO
S
4'- 2 1
/2"
4'-2" 2'-4"
8'-9"
9'-1"
5'- 4"
1'- 0"
1'-8 1/2"
3'- 0"
8 1/2" 1'-8"
TOS 9'-3"
11'-10" TOS
12'-0" TOS
12'-0" TOS
12'-0" TOS
7'-6"
'-8
" 11'-6" TOS
5" 5"
7" 8'-
8"
6'-11" 6"
5"2" 5"
15'-6" TOW
15'-6" TOW
15'-6" TOW
15'-6" TOW
15'-6" TOW
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CO
NF
IR
M
W
IT
H
ST
AI
R
SH
OP
S
LC-6A
LC-6A
6'-4"
LC-6A
LC-6A
LC-6A
15'-6" TOW
LC-6A
LC-6A
LC-6A
LC-6A
LC-6A
ST
AI
R#
ELEV#2
ELEV#4
EL
EV
#3
STAIR#3
STAIR#4
PENDING RFI
PENDING RFI
6 5/8"
PENDING RFI
12'-0" TOS
12'-0" TOS
3'-6" HIGH CONCRETE WALL
3'-6" HIGH CONCRETE WALL
6.67% SLOPE
RAMP TO LEVEL 1
5.92% SLOPE
RAMP TO LEVEL 3
1.05% 1.83%
1.33%
0.56%
1.7 0%
0.56%
PENDING RFI
PENDING RFI
LC-6B
LC-6B
LC-6B
12'-0" (26.75')
LEVEL 02
1'-0" 8 1/2"
1'-0" 1'-8 1/2"
3' -6
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1 1/2" TOW
12'-0" (26.75')
LEVEL 02
1'-0"
1'-8 1/2"
8" 5'-2"
1'-4"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
11'-1 1/2" TOW
3" Ø STYROFOAM
10'-4" BOB
1' -8
12'-0" (26.75')
LEVEL 02
A
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
1'-0" 1'-0"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
3" Ø STYROFOAM
12'-0" (26.75')
LEVEL 02
A
2'-0"4'-0"2'-0"
3' -0
0'-0" (14.75')
LEVEL 01
1' -0
1'-0" 1'-0"
3' -6
VA
R
IE
S
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
1" KEY
RAMP SLAB
VA
R
IE
S
3" Ø STYROFOAM
A
2'-0"4'-0"2'-0"
3' -0
0'-0" (14.75')
LEVEL 01
1' -0
1'-0" 1'-0"
3' -6
VA
R
IE
S
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
F
2'-4" 3'-0"
12'-0" (26.75')
LEVEL 02
2' -9
5'-4" 1'-0"
3'-10" 1'-0"1'-0"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
8'-4 1/2" TOW
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')
LIBRARY LEVEL 02
5"
10" PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
12'-0" (26.75')
LEVEL 02
2.12
10"
1'-0"
3"
C.J-ROUGHEN TO
1/4" AMPLITUDE
1'-0"
" 10"
9 1/2"
4"
10'-10" BOS
VERIFY 10'-11" TOW
10'-11" TOW
F
12'-0" (26.75')
LEVEL 02
2' -9
5'-4" 1'-0"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
8'-5" TOW
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')10
5"
10"
C.J-ROUGHEN TO
1/4" AMPLITUDE
C.J-ROUGHEN TO
1/4" AMPLITUDE
LIBRARY LEVEL 02
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
MID LEVEL LANDING SLAB
TYPICAL CONDITION
FOR MID LEVEL
LANDING SLAB TO WALL
" 1" KEY
RAMP SLAB
TYPICAL CONDITION FOR
RAMP SLAB TO WALL
ScaleO R
IG
IN
AL
S
H
EE
T
SI
ZE
2" x
0"
Checked By Drawn By Date Project Number
No. Description Date
ABBREVIATIONS:
DOWNTOWN LIBRARY
AND AFFORDABLE
HOUSING PROJECT
UNLESS NOTIFIED OTHERWISE
FTG
TYP.
TOW
TOS
TOM
TOC
SOG
EA
BOS
BOF
BOW
BOC
BOB
FOOTING
TYPICAL
TOP OF WALL
TOP OF SLAB
TOP OF MAT FOUNDATION
TOP OF CURB / COLUMN
SLAB ON GRADE
EACH
BOTTOM OF SLAB
BOTTOM OF FOOTING
BOTTOM OF WALL
BOTTOM OF COLUMN
BOTTOM OF BEAM
UNO.
SIM SIMILAR
AD AREA DRAIN
BOM BOTTOM OF MAT FOUNDATION
FOC FACE OF CONCRETE
O.C ON CENTRE
FD FLOOR DRAIN
TOTS TOP OF TOPPING SLAB
TOF TOP OF FOOTING
L1527 11/3/2025
TN
SSJ
As indicated
LEVEL 2 - TOP OF SLAB
LC-6A
/3
/2
5:
P
M
LI
NC
O
LN
S
TR
EE
T
SA
N
TA
C
R U
Z, C
AL
IF
O R
N
IA
LEVEL 2 - TOP OF SLAB
SCALE: 1/8" = 1'
N
Shop drawings prepared using
NOTES:
1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.
Sheet No Title Date Revision File Type
S2.22 LEVEL 02 PODIUM FRAMING PLAN
C5.0 GRADING & DRAINAGE PLAN
PDFA2.02 SLAB & CURB PLAN - LEVEL 02
PDFOVERALL - FLOOR PLAN - LEVEL 02A2.11
A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025
CONTROL POINT OF GRIDLINE
SCALE: 1SECTION
1/4"=1' SCALE: 2SECTION
1/4"=1'
SCALE: 3SECTION
1/4"=1'
SCALE: 4SECTION
1/4"=1'
SCALE: 5SECTION
1/4"=1'
SCALE: 6SECTION
1/4"=1'
SCALE: 7SECTION
1/4"=1'
SCALE: 8SECTION
1/4"=1'
SCALE: 9SECTION
1/4"=1'
SCALE: 10SECTION
1/4"=1'
R0 11/03/2025For Approval
PASE: Verify drain location with Arch.
TOS: See RFI 40 response
TOS: See RFI 40 response
TOS: See RFI 39 response
DannyNguyenPham
-6
A
LC
-6 B
M
AT
C H
LI
N
E 9 10 11 12 13 14
9 10 11 12 13 14
A
B
C
C.2
D
E
F
G
H
I
I.1
J
27'-0" 27'-0" 27'-0" 27'-0" 18'-9"
2' -3
'-9
'-6
'-0
'-5
'-1
/2
'-1
1/
2"
'-6
'-6
'-1
1"
'-7
5'
-6
'-0
'-0
12'-9" 3'-1 1/4"
3"5'-9"
5'- 0"
1'-8 1/2"1'-6"
4'- 0"
'-2
1/ 2"
1'-8 1/2"
4'- 0"
7"1'-5"
3'- 3"
3'- 3 1
/2"
CO
NF
IR
M
W
IT
H
EL
EV
AT
OR
S
HO
PS
CONFIRM WITH
ELEVATOR SHOPS
12'-0" TOS
12'-0" TOS
15'-6" TOW 15'-6" TOW
15'-6" TOW
15'-6" TOW
15'-6" TOW
1'-0" 7'-8"
8'-8" 1'-0" 1'-0" 1'-2"
6'-
2'-
4 1 /2"
4'- 6 1
/2"
1'- 0" 8"
2'- 0"
2'-
1/ 2"
11'-8 3/4" TOS
TOS 12'-0"
6 5/8"
2"
12'-0" TOS
5'-2 1/2"
2°
2°
4'- 9"
1'-8 1/2"
1'-8 1/2"
4'-2"
TO
S
5'-
1/ 2"
1'-0"
10'-9 1/2"
1'-10"
12'-7 1/2"
5'- 1"
9'- 4"
1'- 0"
1'- 0"
4'- 4 1
/2"
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
CONFIRM WITH
STAIR SHOPS
2'-0"
11'-8 3/4" TOS
4'-6"
11'-7" TOS
2'- 1 1
/2" 5'-
9"
8"
8"
4'-5 3/8" 9"
8"
2'-8"
2'- 7" 5"
5"
6"6"
1'- 0"
4'-4" 4'-6" 6"
2'-3"3'-6"9'-4" 10'-11"
7'- 4"
9'- 2"
6"
TOS 5'-9"4'-
2"
1'- 0" 4'-0" 10'-1"
4'-6"
7'-4"
6'-11" 2'-5"4'-6"
8'- 8"
1'- 0"
8'- 0"
1'- 0"
'-4
TO
S
5'- 2 1
/4"
4'-2"8'-3" 13'-1"
9'-2"
4'- 6"1'-
0"
TOS 11'-11" TO
S
5'-
1/ 2"
2'-10 3/4"
1'- 0"
1'- 9"
7'- 5 1
/2"
1'-0"
TOS 4'-7 1/2"
6" 4'-
2"
9'-4" 10 1/2"
TOS 9'-10"
7'- 4" 6'- 5"
4'-6" 4'-4"
1'- 6"
2'- 5"
4'- 4"
LC-6B
11'-11" TOS
'-3
LC-6B
LC-6B
LC-6B
LC-6B
ELEV#1
EL
EV
#5
STAIR#6
STAIR#7
STAIR#8
CONFIRM WITH
STAIR SHOPS
STAIR#5
STAIR#1
PENDING RFI
PENDING RFI
PENDING RFI
PENDING RFI
5"
2°
3'-9 1/2"
3'-0 3/4"
2'- 0"
PENDING RFI
PENDING RFI
3°
VERIFY
1'- 0"
90°
3'-6" HIGH CONCRETE WALL
0.71% 0.71%
PENDING RFI
12'-0" TOS
TOS 12'-0"
TOS 12'-0"
2° 3'-2 7/8"
2°
PENDING RFI
LC-6B
LC-6B
LC-6B
15'-6" TOW
PENDING RFI
15'-6" TOW
PENDING RFI
F
12'-0" (26.75')
LEVEL 02
5"5"
18'-6" (33.25')10
5"
10"
C.J-ROUGHEN TO
1/4" AMPLITUDE
C.J-ROUGHEN TO
1/4" AMPLITUDE
LIBRARY LEVEL 02
12'-0" (26.75')
LEVEL 02
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
MID LEVEL LANDING SLAB
12'-0" (26.75')
LEVEL 02
1'-8 1/2"
1'-8 1/2" 9"
9"
1'-6"
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1 1/2" TOW
C.J-ROUGHEN TO
1/4" AMPLITUDE
12'-0" (26.75')
LEVEL 02
F 10"
1"
5"
9'-10"
1"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
PROVIDE 2 LAYERS OF
1/4" THICK MASONITE
3" Ø STYROFOAM
11'-1" TOW 11'-0 1/2" TOW
12'-0" (26.75')
LEVEL 0210
1'-0" 1'-0"
1/
4"
10"
1'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
10'-10 3/4" TOW
G
0'-0" (14.75')
LEVEL 01
12'-0" (26.75')
LEVEL 02
6"6"
6"
8' -0
D
O O
R H
T
2'-0"
C.J-ROUGHEN TO
1/4" AMPLITUDE
RECESSED WALL
PENDING RFI
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
8"
MID LEVEL LANDING SLAB
TYPICAL CONDITION
FOR MID LEVEL
LANDING SLAB TO WALL
" 1" KEY
RAMP SLAB
TYPICAL CONDITION FOR
RAMP SLAB TO WALL
12'-0" (26.75')
LEVEL 02
13 14
3' -6
8" 9" 1'-6"
1'-6" 6"
1'-8 1/2"
3"
3'-0"
1' -9
/4
" C.J-ROUGHEN TO
1/4" AMPLITUDE
10'-2 3/4" BOB
10'-10 3/4" BOS
12'-0" (26.75')
LEVEL 02
C.2
VA
R
IE
S
8"
3' -6
RAMP SLAB
10"
PENDING RFI
PENDING RFI
12'-0" (26.75')
LEVEL 02
3' -6
8"
C.2
PENDING RFI
VA
R
IE
S
12'-0" (26.75')
LEVEL 02
11'-0"
1'-8 1/2"
3' -0
8'-2" BOS
12'-0" (26.75')
LEVEL 02
C.2
VA
R
IE
S
8"
3' -6
10"
10"
8"
RAMP SLAB
1" KEY
C.J-ROUGHEN TO
1/4" AMPLITUDE
ScaleO R
IG
IN
AL
S
H
EE
T
SI
ZE
2" x
0"
Checked By Drawn By Date Project Number
No. Description Date
ABBREVIATIONS:
DOWNTOWN LIBRARY
AND AFFORDABLE
HOUSING PROJECT
UNLESS NOTIFIED OTHERWISE
FTG
TYP.
TOW
TOS
TOM
TOC
SOG
EA
BOS
BOF
BOW
BOC
BOB
FOOTING
TYPICAL
TOP OF WALL
TOP OF SLAB
TOP OF MAT FOUNDATION
TOP OF CURB / COLUMN
SLAB ON GRADE
EACH
BOTTOM OF SLAB
BOTTOM OF FOOTING
BOTTOM OF WALL
BOTTOM OF COLUMN
BOTTOM OF BEAM
UNO.
SIM SIMILAR
AD AREA DRAIN
BOM BOTTOM OF MAT FOUNDATION
FOC FACE OF CONCRETE
O.C ON CENTRE
FD FLOOR DRAIN
TOTS TOP OF TOPPING SLAB
TOF TOP OF FOOTING
L1527 11/3/2025
TN
SSJ
As indicated
LEVEL 2 - TOP OF SLAB
LC-6B
/3
/2
5:
P
M
LI
NC
O
LN
S
TR
EE
T
SA
N
TA
C
R U
Z, C
AL
IF
O R
N
IA
N
Shop drawings prepared using
NOTES:
1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.
LEVEL 2 - TOP OF SLAB
SCALE: 1/8" = 1'
R0 11/03/2025For Approval
Sheet No Title Date Revision File Type
S2.22 LEVEL 02 PODIUM FRAMING PLAN
C5.0 GRADING & DRAINAGE PLAN
PDFA2.02 SLAB & CURB PLAN - LEVEL 02
PDFOVERALL - FLOOR PLAN - LEVEL 02A2.11
A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025
CONTROL POINT OF GRIDLINE
SCALE: 10SECTION
1/4"=1'
SCALE: 11SECTION
1/4"=1'
SCALE: 12SECTION
1/4"=1' SCALE: 13SECTION
1/4"=1'
SCALE: 14SECTION
1/4"=1'
SCALE: 15SECTION
1/4"=1'
SCALE: 16SECTION
1/4"=1'
SCALE: 17SECTION
1/4"=1' SCALE: 18SECTION
1/4"=1'
SCALE: 19SECTION
1/4"=1' SCALE: 20SECTION
1/4"=1'
PASE: Verify recessed wall location and length with RFI 43 response.
PASE: See response to
RFI 43.
PASE: Return wall is structurally acceptable.
PASE: Verify dimensions with Arch.
PASE: Verify dimensions with Arch.
PASE: Verify dimensions with Arch.
TOS: See RFI 39 response.
TOS: See RFI 40 response
TOS: See RFI 39 response
DannyNguyenPham
| DLAHP_Submittal Cover Page_.pdf |
| Untitled |
LCI SUB 027 - L2 TOS & BOS.pdf
File details come from the government source that posted it. Updated .