Civic_Auditorium_-_Handrail_Project_-_Approved_Plans.pdf
PDF 3 MB Posted
- Attached to
- Civic Auditorium - Handrail Project
- Solicitation number
- IFB No. PR-0246
- Issued by
- Santa Cruz County, San Francisco City, California
About this file
These architectural documents are for the Santa Cruz Civic Auditorium handrail installation project, prepared by Nielsen Studios for the City of Santa Cruz. The project scope involves barrier removal at the auditorium, with a specific focus on installing new handrails throughout the seating areas. The project is planned for August 31, 2025, and covers a 5,312 square foot seating area classified under A-1 occupancy. The documents detail comprehensive installation requirements for handrails, including precise height specifications (34-38 inches), graspability standards, and code compliance with the 2022 California Building Code.
The project is fully documented with detailed architectural drawings, including site plans, seating plans, sections, and specific handrail attachment details. The construction will be partially sprinklered and follows strict California building and accessibility codes. The estimated project involves multiple handrail installations across stepped aisles, with specific requirements for projection, extension, and attachment. The City of Santa Cruz is the client, with Nielsen Studios as the architect and RI Engineering as the structural engineer. The documents emphasize code compliance, safety standards, and minimal disruption to the existing auditorium structure.
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AUGUST, 31 2025
BY
REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
24-25
BF/RS
CN/BF
G0.1
AS NOTED
CO
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IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
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3/
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IFP
03/12/2025
VICINITY MAP
BLKG BLOCKING
BOT. BOTTOM
CONC. CONCRETE
CONT. CONTINUOUS
CU.FT. CUBIC FEET
DIA. DIAMETER
DWGS DRAWINGS
(E) EXISTING
EA. EACH
EN END NAIL
EQ. EQUAL
EXT. EXTERIOR
FDTN FOUNDATION
FT. FEET OR FOOT
GYPBD GYPSUM WALLBOARD
IN. INCH
INT. INTERIOR
LG LONG
MAX. MAXIMUM
MIN. MINIMUM
MTL METAL
(N) NEW
O/ OVER
O.C. ON CENTER
PT. PRESSURE TREATED
PLWD PLYWOOD
REF. REFER
REQ'D REQUIRED
SCHED SCHEDULE
S.F. SQUARE FEET
S.S. STAINLESS STEEL
STD STANDARD
STL STEEL
SQ. SQUARE
T&B TOP & BOTTOM
TBD TO BE DETERMINED
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
VIF VERIFY IN FIELD
WD WOOD
W/ WITH
APN:
ZONING DISTRICT:
CONSTRUCTION TYPE:
005-071-06
PF
IB PARTIALLY SPRINKLERED
PROJECT DATA
INSTALLATION OF (N) HANDRAILS AT THE SANTA CRUZ CIVIC AUDITORIUM.
PROJECT SCOPE IS BARRIER REMOVAL ONLY. ANALYSIS DONE BY THE CASP
CONSULTANT IS BEING PROVIDED AS A SUPPLEMETAL DOCUMENT.
PROJECT DESCRIPTION
SEATING AREA 5,312 SQ FT
OCCUPANCY: A-1
GENERAL NOTES
1.01 ALL CONSTRUCTION WORK SHALL MEET OR EXCEED THE LATEST
EDITION OF THE FOLLOWING CODES AS APPLICABLE AND AS ADOPTED BY THE
LOCAL GOVERNING AGENCIES:
2022 CALIFORNIA BUILDING CODE (2021 IBC)
2022 CALIFORNIA FIRE CODE (2021 IFC)
2022 CALIFORNIA MECHANICAL CODE (2021 UMC)
2022 CALIFORNIA PLUMBING CODE (2021 UPC)
2022 CALIFORNIA ELECTRICAL CODE (2020 NEC)
2022 ENERGY EFFICIENCY STANDARD (TITLE 24)
2022 GREEN BUILDING CODE (TITLE 24)
AND ALL ORDINANCES ADOPTED BY THE GOVERNING
AGENCIES.
1.02 THE GENERAL CONTRACTOR SHALL MAINTAIN THE CURRENT AND
COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS ON THE SITE AT
ALL TIMES IN A SECURE LOCATION.
1.03 THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE
APPROVED CONSTRUCTION DOCUMENTS FOR THE USE OF ALL TRADES AND
SHALL PROVIDE THEM TO ALL SUBCONTRACTORS, WITH UPDATES AND
APPROVED CHANGES AS REQUIRED AND NECESSARY.
1.04 THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS
SHOWN ON THESE DRAWINGS PRIOR TO COMMENCING ANY WORK OR
ORDERING ANY MATERIAL.
1.05 PROJECT DIMENSIONING STANDARDS:
1. ALL DIMENSIONS ARE MEASURED FROM THE FACE OF THE EXISTING FINISH
FOR EXISTING WALLS;
2. FACE OF EXTERIOR PLYWOOD FOR NEW EXTERIOR WALLS;
3. FACE OF STUD FOR NEW INTERIOR WALLS; AND
4. CENTER OF COLUMN OR OPENING, FACE OF CABINET, OR GRIDLINES.
MAINTAIN DIMENSIONS MARKED AS CLEAR, ALLOWING FOR THICKNESS OR
MOUNTING OF FINISHES.
WHEN TIEING INTO (E) CONDITIONS, (N) AND (E) FINISHES SHOULD ALIGN,
WHICH GOVERN ACTUAL DIMENSIONS.
GC TO CONFIRM LOCATION OF GRIDLINES IN FIELD AND ADVISE ARCHITECT OF
ANY VARIANCE.
1.06 DO NOT SCALE THE DRAWINGS. THE DIMENSIONS SHOWN SHALL
SUPERSEDE THE SCALE OF THE DRAWINGS.
1.07 ANY DISCREPANCY IN DIMENSIONS OR CONFLICT IN PLANS OR FIELD
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
PRIOR TO CONTINUANCE OF THE WORK IN THE AFFECTED AREA. IF THE WORK
IS CONTINUED IN THE AFFECTED AREA, WITHOUT INSTRUCTION OR
CLARIFICATION BY THE ARCHITECT, THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ANY RESULTANT DEFECT, DAMAGE OR
CHANGE REQUIRED.
1.08 AT JOB COMPLETION, PRIOR TO SUBMITTING THE REQUISITION FOR
FINAL PAYMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER
WITH A REDLINED SET OF PRINTS SHOWING AS-CONSTRUCTED CONDITIONS.
1.09 THE GENERAL CONTRACTOR SHALL PROVIDE PROPER CONTAINERS ON
THE JOB SITE TO ASSURE CONTINUOUS RECYCLING OF MATERIALS.
1.10 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING
SUBCONTRACTORS AND ASSUMING THEIR COMPLIANCE WITH THE RECYCLING
PROGRAM.
1.11 NFRC LABELS MUST REMAIN ATTACHED TO THE GLAZING
UNTIL THE INSULATION INSPECTION BY PROPER AUTHORITIES IS COMPLETED.
1.12 COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN THE
BUILDING. COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL BE
REMOVED FROM BUILDINGS AT THE END OF EACH SHIFT WORK PER CFC
SECTION 3304.2
1.13 MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY
RAGS, SHALL BE STORED IN A LISTED DISPOSABLE CONTAINER PER CFC
SECTION 3304.2.4
PROJECT DIRECTORY
OWNER / CLIENT CITY OF SANTA CRUZ
809 CENTER ST.
SANTA CRUZ, CA 95060
CONTACT: ROBERT DERICCO
PH: (831) 420-5519
EMAIL: rdericco@santacruzca.gov
STEEL
BATT INSULATION
ALUMINUM
RIGID INSULATION
CMU
BRICK
EIFS
PLYWOOD
GRANULAR MATERIAL
CONTINUOUS LUMBER
EARTH
CONCRETE
CMU GROUTED SOLID
GYPSUM BOARD
SHEET NUMBER
DISCIPLINE (IE: 'A' = ARCHITECTURE)
A 2.1
A
A.3
2 A.5 4SECTION CUT
DETAIL CUT
INTERIOR ELEVATION
STRUCTURAL GRID LINES
A.1
BLKG BLOCKING
BOT. BOTTOM
CONC. CONCRETE
CONT. CONTINUOUS
CU.FT. CUBIC FEET
DIA. DIAMETER
DWGS DRAWINGS
(E) EXISTING
EA. EACH
EN END NAIL
EQ. EQUAL
EXT. EXTERIOR
FDTN FOUNDATION
FT. FEET OR FOOT
GYPBD GYPSUM WALLBOARD
IN. INCH
INT. INTERIOR
LG LONG
MAX. MAXIMUM
MIN. MINIMUM
MTL METAL
(N) NEW
O/ OVER
O.C. ON CENTER
PT. PRESSURE TREATED
PLWD PLYWOOD
REF. REFER
REQ'D REQUIRED
SCHED SCHEDULE
S.F. SQUARE FEET
S.S. STAINLESS STEEL
STD STANDARD
STL STEEL
SQ. SQUARE
T&B TOP & BOTTOM
TBD TO BE DETERMINED
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
VIF VERIFY IN FIELD
WD WOOD
W/ WITH
ARCHITECT NIELSEN STUDIOS
1509 SEABRIGHT AVE, SUITE 2B
SANTA CRUZ, CA 95062
CONTACT: CHRISTIAN NIELSEN
PH: (831) 621-3926
FAX: (925) 287-0666
EMAIL: cnielsen@nielsenarchitects.com
STRUCTURAL ENGINEER RI ENGINEERING, INC.
303 POTRERO STREET, SUITE 42-202
SANTA CRUZ, CA 95060
CONTACT: JOHNETTE BESSELING
PH: (831) 425-3901
EMAIL: johnette@riengineering.com
GREEN BUILDING NOTES
SHEET INDEX
SITE
CIVIC AUDITORIUM
307 CHURCH ST. SANTA CRUZ, CA 95060
ABBREVIATIONS
HATCH LEGEND
SHEET NUMBER LEGEND
SYMBOLS
G0.1
A0.1
A1.1
A3.1
A5.1
COVER SHEET
SITE PLAN
PROPOSED SEATING PLAN
PROPOSED SECTION & ENLARGED PLAN
DETAILS
2.01 CONTRACTOR SHALL RETAIN ALL WASTE HAULING RECEIPTS FOR
INSPECTOR. RECEIPTS MUST INDICATE 65% SEPARATED, RECYCLABLE MATERIALS.
ALL CREDITED WASTE HAULING RECEIPTS MUST INDICATE THE MATERIAL
RECYCLED, AND CANNOT INDICATE “PUBLIC REFUSE” or “UNPROCESSED C&D”
2.02 INVENTORY, DECLARE, AND OBTAIN DOCUMENTATION OF PROPER
HAZARDOUS WASTE DISPOSAL FOR ANY UNIVERSAL WASTE MATERIALS WITH THE
SCOPE OF WORK AREA. RETAIN DOCUMENTATION FOR INSPECTOR.
2.03 PROHIBITED UNIVERSAL WASTE MATERIAL AS DEFINED IN CALGREEN
SECTION 202 INCLUDING BATTERIES, ELECTRONIC DEVICES, MERCURY-
CONTAINING EQUIPMENT, LAMPS, CATHODE RAY TUBES, CATHODE RAY TUBE
GLASS, AND AEROSOL CANS.
2.04 ALL PAINT, COATINGS, SEALANTS, CAULKINGS, ADHESIVES,
COMPOSITE WOOD PRODUCTS, AND ANY OTHER MATERIALS COVERED IN CAL
GREEN REQUIREMENTS MUST CONFORM TO CAL GREEN MANDATORY MEASURES.
CONTRACTOR TO PROVIDE DOCUMENTATION AS REQUIRED BY INSPECTOR.
2.05 PRIOR TO PERMIT ISSUANCE CONTRACTOR TO COMPLETE AND
SUBMIT THE RELEVANT CONSTRUCTION WASTE MANAGEMENT PLAN WHERE
APPLICABLE.
2.06 FOR HOMES BUILT PRIOR TO 1994, CA CIVIL CODE SECTION 1101.4
REQUIRES ALL NON-COMPLIANT PLUMBING FIXTURES TO BE UPGRADED TO MEET
CURRENT GREEN BUILDING CODE SECTION 4.303 WATER EFFICIENCIES WHEN
ANY APPLICABLE BUILDING PERMIT IS OBTAINED. THEREFORE, EXISTING NON-
COMPLIANT FIXTURES THROUGHOUT THE HOME EVEN WHERE NO OTHER WORK
IS PROPOSED MUST HAVE WATER EFFICIENT FIXTURES INSTALLED TO FINAL THIS
PERMIT. NON-COMPLIANT FIXTURES WOULD BE DEFINED AS: TOILETS > 1.6 GAL/
FLUSH, SHOWER HEADS > 2.5 GAL/MIN, AND ANY FAUCETS > 2.2 GAL/MIN.
This Review and Approval does not constitute approval of a violation of prevailing California Codes.
CSG CONSULTANTS, INC.
REVIEWED FOR CODE COMPLIANCE
with the 2022 California
Building Standard Codes
04/14/2025
B25-0059 307 CHURCH ST.
Jackson Day 04/15/2025
/C/Users/jday/Downloads/B25-0059 Approved Plans.pdf
Apr 15, 2025 at 11:54am
Dwg Path/Fileneme:
Stamp Date/Time:
SPECIAL INSPECTION REQUIRED
ON THIS JOB FOR:
_____ Concrete _____ Welding _____ Epoxy _____ Fire Proofing _____ Shear Wall Nailing _____ Structural Masonry Other: _____________________________________
_____ Reinforcement _____ Shotcrete _____ Pre-stressing _____ High Strength Bolts
X X
REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
24-25
BF/RS
CN/BF
A0.1
AS NOTED
SI
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P
LA
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CI
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AU
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AW
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AN
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EN
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IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JO
B
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AM
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AD
DR
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AP
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03/12/2025
02.01 02.01
AUDITORIUM
FIRE HOUSE
CENTER STREET
CH
U
RC
H
S
TR
EE
T
N 13°27' W
S
°4 8'
W
S 17°51' E
6°
' E
PROPERTY LINE
(E) BUILDING AREA
02.01 ALL (E) CONDITIONS TO REMAIN
GENERAL NOTES
1. ALL EXISTING CONDITIONS TO REMAIN U.N.O.
SCALE: 1/16" = 1'-0"1
SITE PLAN
SITE PLAN LEGEND
SITE PLAN KEYNOTES
This Review and Approval does not constitute approval of a violation of prevailing California Codes.
CSG CONSULTANTS, INC.
REVIEWED FOR CODE COMPLIANCE
with the 2022 California
Building Standard Codes
04/14/2025
REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
24-25
BF/RS
CN/BF
A1.1
AS NOTED
PR
O
PO
SE
D
SE
AT
IN
G P
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EN
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IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JO
B
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AM
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AD
DR
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AP
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03/12/2025
05.01
05.02
(N) HANDRAIL, TYP FOR ALL STEPPED AISLES. HEIGHT: 34 1/2", SEE DETAIL 1/A5.1.
GRASPABILITY PER DETAIL 2/A5.1. PROJECTION INTO THE STEPPED AISLE SHALL NOT
EXCEED 4 1/2" (PER CBC 1014.8). REFER TO STRUCTURAL DRAWINGS FOR ATTACHMENT
DETAIL
(N) HANDRAIL, TYP. HEIGHT: 34" (THE MIN. HEIGHT REQUIRED BY CODE IS BEING PROPOSED, IN ORDER TO DECREASE IMPACTS ON USER SIGHTLINES), SEE DETAIL 1/A5.1. GRASPABILITY
AND CLEARANCE PER DETAIL 2/A5.1.PROJECTION INTO THE STEPPED AISLE SHALL NOT
EXCEED 4 1/2" (PER CBC 1014.8). HANDRAIL EXTENSIONS PER DETAIL 3/A5.1. REFER TO
STRUCTURAL DRAWINGS FOR ATTACHMENT DETAIL
1. EXISTING CONDITIONS TO REMAIN U.N.O.
2. SEE CONSULTANT AND VENDOR DRAWINGS FOR RELATED SCOPE OF WORK AND ADDITIONAL
INFORMATION. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE ON LOCATION OF DEVICES.
GENERAL NOTES
A3.1
A3.1
A3.1
05.01
ROOF DECK
ROOF DECK
ROOF DECK
UPPER PART OF STAGE UPPER PART OF FOYER
FAN ROOM
FAN ROOM
FIRE
HOUSE
05.02
ALCOVE
ALCOVE
STORAGE
STORAGE
04.01
(E) WALLS TO REMAIN
KEY NOTE
N
PROPOSED FLOOR PLAN KEYNOTES
SCALE: 1/8" = 1'-0"1
PROPOSED SEATING PLAN
FLOOR PLAN LEGEND
(N) HANDRAIL, TYP. FOR CONDITIONS AGAINST A WALL.
HEIGHT PER DETAIL 1/A5.1.
GRASPABILITY AND CLEARANCE PER DETAIL 2/A5.1.
PROJECTION INTO THE STEPPED AISLE SHALL NOT EXCEED 4 1/2" (PER CBC 1014.8).
HANDRAIL EXTENSIONS PER DETAIL 3/A5.1.
REFER TO 4/A5.1 FOR ATTACHMENT DETAIL.
(N) HANDRAIL, TYP FOR ALL STEPPED AISLES.
HEIGHT: 34 1/2", SEE DETAIL 1/A5.1.
GRASPABILITY PER DETAIL 2/A5.1.
PROJECTION INTO THE STEPPED AISLE SHALL NOT EXCEED 4 1/2" (PER CBC 1014.8).
REFER TO 4/A5.1 FOR ATTACHMENT DETAIL.
This Review and Approval does not constitute approval of a violation of prevailing California Codes.
CSG CONSULTANTS, INC.
REVIEWED FOR CODE COMPLIANCE
with the 2022 California
REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
24-25
BF/RS
CN/BF
A3.1
AS NOTED
PR
O
PO
SE
D
SE
CT
IO
N
E N
LA
RG
ED
P
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AN
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EN
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IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JO
B
N
AM
E:
AD
DR
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S:
AP
N
CI
TY
O F
SA
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RU
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C iv ic A ud ito riu m
/2 4-
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C iv i A ud ito riu m
/2
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IFP
03/12/2025
2' -1
1/
2"
11 1/2"
65° 05.01
05.01
(N) HANDRAIL, TYP FOR ALL STEPPED AISLES. HEIGHT: 34 1/2", SEE DETAIL 1/A5.1.
GRASPABILITY PER DETAIL 2/A5.1. PROJECTION INTO THE STEPPED AISLE SHALL NOT
EXCEED 4 1/2" (PER CBC 1014.8). REFER TO STRUCTURAL DRAWINGS FOR ATTACHMENT
DETAIL
T.O.PLATE
02.01 KEYNOTE
A3.1
A3.1
4 1/2" MAX
3'-0"(E)
TYP.
05.01
PROJECTION
1. EXISTING CONDITIONS TO REMAIN U.N.O.
2. REFER TO STRUCTURAL DRAWINGS FOR HANDRAILS ATTACHMENT TO (E) CONC. STAIRS
3. SEE VENDOR DRAWINGS FOR RELATED SCOPE OF WORK AND ADDITIONAL INFORMATION.
ARCHITECTURAL DRAWINGS TAKE PRECEDENCE ON LOCATION OF DEVICES.
4. NO CHANGE TO EXTERIOR OF BUILDING.
5. GC TO MATCH EXISTING MATERIALS AT AREAS OF PATCHING.
GENERAL NOTES
SCALE: 1/2" = 1'-0"1
PROPOSED SECTION
KEYNOTES
LEGEND
SCALE: 1/2" = 1'-0"2
PROPOSED ENLARGED PLAN
(N) HANDRAIL, TYP FOR ALL STEPPED AISLES.
HEIGHT: 34 1/2", SEE DETAIL 1/A5.1.
GRASPABILITY PER DETAIL 2/A5.1.
PROJECTION INTO THE STEPPED AISLE SHALL NOT EXCEED 4 1/2" (PER CBC 1014.8).
REFER TO 4/A5.1 FOR ATTACHMENT DETAIL.
This Review and Approval does not constitute approval of a violation of prevailing California Codes.
CSG CONSULTANTS, INC.
REVIEWED FOR CODE COMPLIANCE
with the 2022 California
REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
24-25
BF/RS
CN/BF
A5.1
AS NOTED
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IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
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-0
-0
IFP
03/12/2025
Y X
YX
AA
Y
12"
MIN
12"
MIN
X
PLANELEVATION
UP
TOP AND BOTTOM HANDRAIL EXTENSION TO RETURN TO A WALL, GUARD, OR THE
LANDING SURFACE.
Y: 12 PLUS
TREAD DEPTH
M
IN
1- 1/
2" M
IN
1-1/4" - 2" 1-1/2"
MIN
1-1/2"
MIN1-1/4" - 2"
3"
MAX
1- 1/
2" M
IN
HANDRAIL IN A RECESS HORIZONTAL PROJECTIONS
BELOW GRIPPING SURFACE
4"- 6¼" PRIMETER
(a) (b)
2¼"
MAX2¼
MAX
HANDRAIL NON-CIRCULAR CROSS SECTION
8"
(A)
STAIRS
(B)
RAMPS
8"
(C) WALKING SURFACES
8"
NOT TO SCALE
3 HANDRAIL EXTENSION AT STAIRS
NOT TO SCALE
2 SIZE & SPACING OF HANDRAILS
NOT TO SCALE
1 HANDRAIL HEIGHT
4 HANDRAIL ATTACHMENT DETAIL
CBC 1014.2 & 11B-505.4
CBC 1014.3, 1014.7, 11B-505.5,
11B-505.6,7,8 & 9 CBC 1014.6 & 11B-505.10
A: TREAD
DEPTH
This Review and Approval does not constitute approval of a violation of prevailing California Codes.
CSG CONSULTANTS, INC.
REVIEWED FOR CODE COMPLIANCE
with the 2022 California
| XXXXXX_SCA.pdf |
| CIVIC AUDITORIUM |
| CD SUBMITTAL |
| G0 - COVER SHEET, CODE NOTES AND TITLE 24 |
| G0.1 COVER SHEET |
| A0 - SITE PLAN AND CODE ANALYSIS |
| A0.1 SITE PLAN |
| A1 - FLOOR PLANS |
| A1.1 PROPOSED SEATING PLAN |
| A3 - SECTIONS |
| A3.1 PROPOSED SECTION & ENLARGED PLAN |
| A5 - DETAILS |
| A5.1 DETAILS |
File details come from the government source that posted it. Updated .