HomeMy WebLinkAboutCITY PROJECT - 1821 & 1823 E Chestnut Ave - PlanLOC
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
APPROVALS
NABIL SABA, PE, EXECUTIVE DIRECTOR
PUBLIC WORKS AGENCY
RODOLFO ROSAS, PE,
DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS
DATE
DATE
DATE
3/28/2025 6:04:02 PM
2308
G0.1
SANTA ANA ZOO EDUCATION HUB
PLAN CHECK SUBMITTAL 02
MARCH 28, 2025
COVER SHEET
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
MARCH 28, 2025
25
1821 & 1823 E. CHESTNUT AVE, SANTA ANA, CA 92701
PROJECT NO. 23-2601:
FA-07170
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AS WRITTEN AND
PROMULGATED BY THE 2018 EDITION OF SOUTHERN CALIFORNIA
CHAPTER OF THE A.P.W.A. A.G.C.C. JOINT COOPERATIVE COMMITTEE
HEREIN REFERRED TO AS THE STANDARD SPECIFICATIONS OF THE CITY
OF SANTA ANA STANDARD PLANS & SPECIFICATIONS (UNLESS
SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR
THIS PROJECT).
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR
STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR
THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE
CITY OF SANTA ANA DOES NOT CONSTITUTE AN EXISTENCE OR
NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE
WITHIN THE LIMITS OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). THE
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) 48
HOURS BEFORE ANY EXCAVATION.
No.Description Date
1 DRC SUBMITTAL 02 11/21/24
Bldg #'s 101121878-79
Elect #'s 20184680-81
Plumb #'s 30148144-45
Mech #'s 40139793-94
APPROVALS:
PLNG - F. Arias
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
ELECT/MECH/PLUMB - CSG
LOC
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
SHEET INDEXVICINITY MAP PROJECT SCOPE OF WORK
PROJECT DATA
PROPERTY DESCRIPTION
PROJECT NAME:
ADDRESS:
LEGAL DESCRIPTION:
APN:
ZONING INFORMATION
LOT SIZE:
ZONE:
LAND USE DESIGNATION:
MAXIMUM HEIGHT:
MAXIMUM FAR:
SETBACKS REQUIRED:
PARKING
EXISTING
PROVIDED
EV PARKING
BUILDING AND SAFETY INFORMATION:
OCCUPANCY:
AREA EXISTING:
AREA PROPOSED:
NO. OF STORIES:
BUILDING HEIGHT:
BUILDING CONSTRUCTION:
FIRE SPRINKLERS, EXISTING:
FIRE SPRINKERS, PROPOSED:
SEPARATIONS REQUIRED:
YARD REQUIREMENTS:
FEMA DESIGNATED FLOOD ZONE:
APPLICABLE CODES & STANDARDS
PROJECT DIRECTORY
DEFERRED APPROVALS
CLIENT:ARCHITECT:
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
7/
3
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SANTA ANA ZOO LOC
ARCHITECTS
KPFF
STRUCTURAL ENGINEER
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND
ASSOCIATES
MEP ENGINEER
ASSOCIATED
SOILS
ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
SHEET INDEX
AND PROJECT
DATA
JULY 17TH, 2025
BID ADDENDUM
01
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
JULY 17TH, 2025
25
SANTA ANA ZOO EDUCATION HUB
1821 & 1823 E. CHESTNUT AVE.
SANTA ANA, CA 92701
TR 24 LOT 4 ALL -EX FREEWAY-
STAFFORD & TUSTIN TR LOT A ELY 379 FT -EX FREEWAY& ST-
402-212-01, 402-212-02, 402-221-01
791,000 SF (18 AC+/-)
O
OS, OPEN SPACE
N/A
N/A
N/A
ZOO PARKING EXISTING (189 PARKING SPACES + 6 HANDICAPPED SPACES)
TO REMAIN
FUTURE PROJECT BY SANTA ANA PUBLIC WORKS
BUILDING A: A-3 ; BUILDING B: B/S-1
N/A
BUILDING A: 3,328 SF ; BUILDING B: 7,084 SF. TOTAL SF: 10,412 SF
BUILDING A: 1 ; BUILDING B: 2
BUILDING A: 21'-1 1/2" ; BUILDING B: 30'-8 1/2"
TYPE V-B
N/A
FULLY SPRINKLERED NFPA 13
NONE
NONE
ZONE X (MINIMAL FLOOD HAZARD)
THE APPLICABLE CODES & STANDARDS FOR THE PROJECT INCLUDE:
•2022 CALIFORNIA BUILDING CODE (CBC)
•2022 CALIFORNIA MECHANICAL CODE (CMC)
•2022 CALIFORNIA ELECTRICAL CODE (CEC)
•2022 CALIFORNIA PLUMBING CODE (CPC)
•2022 CALIFORNIA FIRE CODE (CFC)
•2022 CALIFORNIA ENERGY CODE (CEC)
•2022 CALIFORNIA GREEN CODE (CGC)
•2022 CALIFORNIA GREEN STANDARDS CODE (CALGREEN)
•TITLE 24
REFERENCED STANDARDS APPLICABLE TO THE PROJECT INCLUDE:
•NFPA 10 PORTABLE FIRE EXTINGUISHERS (2021 EDITION)
•NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS (2022 EDITION)
•NFPA 72 NATIONAL FIRE ALARM CODE (2022 EDITION)
THE AUTHORITIES HAVING JURISDICTION INCLUDE THE FOLLOWING:
•SANTA ANA MUNICIPAL CODE
•ORANGE COUNTY FIRE AUTHORITY
THE FOLLOWING SYSTEMS WILL BE PROVIDED AS REQUIRED BY THE APPLICABLE CODES
AND LIFE SAFETY STRATEGY:
•PORTABLE FIRE EXTINGUISHERS (INSTALLED AS PER NFPA 10)
•AUTOMATIC SPRINKLER SYSTEM SUPERVISED BY THE FIRE ALARM SYSTEM (INSTALLED AS
PER NFPA 13)
•FIRE ALARM SYSTEM WITH VOICE AND VISIBLE NOTIFICATION (INSTALLED AS PER NFPA 72)
DEMOLITION SCOPE:
• DEMOLITION OF PORTION OF EXISTING BRICK WALKWAYS
• DEMOLITION OF PORTION OF EXISTING PATH
• DEMOLITION OF EXISTING CHAIN LINK FENCE
• DEMOLITION OF UNDERGROUND TELEPHONE LINE
• DEMOLITION OF EXISTING PLANTER
FIRE SPRINKLERS
FIRE ALARM
BUILDING SIGNAGE
PV SYSTEM
NEW SCOPE:
• NEW TWO 2 STORY TYPE V-B BUILDING CONTAINING NEW WALLS, FLOORS,
ROOF, AND CEILINGS.
• ADDITION OF LANDSCAPE CONCRETE PATHWAYS, PLANTING, BENCHES, AND
EXTERIOR LIGHTING
• NEW SEWER CONNECTION, DOMESTIC WATER AND ELECTRICAL LINES
• NEW CONCRETE COLUMNS, BEAMS, AND SLAB
• NEW STEEL AND WOOD COLUMNS, BEAMS, AND STRUCTURE
• NEW MECHANICAL UNITS, DUCTS, SUPPLY, AND RETURNS.
• NEW PLUMBING FIXTURES AND PIPING
• NEW ELECTRICAL OUTLETS AND LIGHTING FIXTURES
• NEW ELEVATOR AND STAIRCASES
• NEW FIXED FURNISHINGS AND MILLWORK
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GENERAL
G0.1 COVER SHEET • • • • • • • • •
G0.2 SHEET INDEX AND PROJECT DATA • • • • • • • • •
G0.3 GENERAL NOTES • • • • • • • •
G0.4.1 CODE ANALYSIS • • • • • • • •
G0.4.2 CODE ANALYSIS • • • • •
G0.5.1 ADA DETAILS • • • • • • • •
G0.5.2 ADA SIGNAGE DETAILS • • • • • • • •
G0.5.3 MOUNTING HEIGHTS AND REACH
RANGES
• • • • • • •
•
G0.6 TYP CEILING DETAILS • • • • • • • •
G0.7.1 GREEN CODE COMPLIANCE • • • • • • • •
G0.7.2 GREEN CODE COMPLIANCE • • • • • • • •
G0.7.3 GREEN CODE COMPLIANCE • • • • • • • •
G0.8.1 BLDG A TITLE 24 REPORT • • • • • • •
G0.8.2 BLDG A TITLE 24 REPORT • • • • • • •
G0.8.3 BLDG A TITLE 24 REPORT • • • • • • •
G0.8.4 BLDG B TITLE 24 REPORT • • • • • • •
G0.8.5 BLDG B TITLE 24 REPORT • • • • • • •
G0.8.6 BLDG B TITLE 24 REPORT • • • • • • •
CIVIL
C0.01 TITLE SHEET • • • • • • • •
C1.00 SURVEY • • • • • • • •
C1.10 EROSION CONTROL PLAN • • • • • • • •
C1.11 EROSION CONTROL PLAN • • • • • • • •
C1.20 DEMOLITION PLAN-PHASE 1 • • • • • • • •
C1.21 DEMOLITION PLAN-PHASE 2 • • • • • • • •
C1.30 GRADING PLAN-PHASE 1 • • • • • • • •
C1.31 PAVING PLAN-PHASE 1 • • • • • • • •
C1.32 ROUGH GRADING PLAN-PHASE 1 • • • • • •
C1.33 GRADING PLAN SECTIONS • • • •
C1.34 GRADING PLAN-PHASE 2 • • • •
C1.35 PAVING PLAN-PHASE 2 • • • •
C1.36 ROUGH GRADING PLAN-PHASE 2 • • • •
C1.40 UTILITY PLAN- PHASE 1 • • • • • • • •
C1.41 UTILITY PLAN-PHASE 1 • • • • • • • •
C1.42 UTILITY PLAN-PHASE 2 • • • •
C5.00 CIVIL DETAILS • • • • • • • •
C5.01 CIVIL DETAILS- WATER AND SEWER • • • • • • • •
C5.02 CIVIL DETAILS- STORM DRAIN • • • • • • • •
LANDSCAPE
L0.01 TITLE SHEET • • • • • • •
L0.02 PHASING PLAN • • • •
L1.01 LANDSCAPE LAYOUT AND MATERIALS
PLAN
• • • • • •
•
L2.01 SITE DETAILS • • • • • • •
L2.02 SITE DETAILS • • • • • • •
L2.03 SITE DETAILS • • • • • • •
L2.04 SITE DETAILS • • • • • • •
L3.00A IRRIGATION LEGEND AND NOTES • • • • • • •
L3.00B IRRIGATION WATER USE DATA • • • • • • •
L3.00C IRRIGATION SPECIFICATIONS • • • • • • •
L3.01 IRRIGATION PLAN • • • • • • •
L3.02 IRRIGATION PLAN • • • • • • •
L3.20 IRRIGATION DETAILS • • • • • • •
L3.21 IRRIGATION DETAILS • • • • • • •
L4.00 PLANT PALETTE AND NOTES • • • • • • •
L4.01 PLANTING PLAN • • • • • • •
L4.20 PLANTING DETAILS • • • • • • •
L5.01 LANDSCAPE LIGHTING PLAN • • • • • • •
L5.20 LANDSCAPE LIGHTING DETAILS • • • • • • •
ARCHITECTURAL
A1.1 SITE PLAN • • • • • • • • •
A1.2 DEMOLITION SITE PLAN • • • • • • • • •
A1.3 PHASING PLAN • • • • • • • •
A1.4 ZOO MASTER ADDRESSING PLAN • • • • • • •
A1.5 SITE PLAN WITH PARKING • • • • •
A3.0.1 KEY PLANS • • • • • • • • •
A3.0.2 KEY PLANS • • • • • • • • •
A3.0.3 KEY PLANS • • • • • • • • •
A3.1.1A FLOOR PLANS • • • • • • • • •
A3.1.1B FLOOR PLANS • • • • • • • • •
A3.1.2B FLOOR PLANS • • • • • • • • •
A3.1.3B FLOOR PLANS • • • • • • • • •
A3.2.1A REFLECTED CEILING PLANS • • • • • • • •
A3.2.1B REFLECTED CEILING PLANS • • • • • • • •
A3.2.2B REFLECTED CEILING PLAN • • • • • • • •
A3.3.1A FURNITURE, POWER AND DATA PLANS • • • • • • • •
A3.3.1B FURNITURE, POWER AND DATA PLANS • • • • • • • •
A3.3.2B FURNITURE, POWER AND DATA PLANS • • • • • • • •
A3.4.1A SIGNAGE PLAN • • • • • • • •
A3.4.1B SIGNAGE PLAN • • • • • • • •
A3.4.2B SIGNAGE PLAN • • • • • • • •
A3.5.1A SLAB PLAN • • • • • • • •
A3.5.1B SLAB PLAN • • • • • • • •
A3.5.2B SLAB PLAN • • • • • • • •
FIRST ST.
E. MAIN ST.
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SANTA ANA ZOO
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD
AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW.
No.Description Date
1 DRC SUBMITTAL 02 11/21/24
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
7 PC SUBMITTAL 04 05/30/25
8 BID ADDENDUM 01 06/06/25
9 PC SUBMITTAL 06 07/31/25
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A4.0.1 KEY ELEVATIONS • • • • • • • • •
A4.0.2 KEY ELEVATIONS • • • • • • • • •
A4.1.0 BUILDING A ELEVATIONS • • • • • • • • •
A4.2.0 BUILDING B ELEVATIONS • • • • • • • • •
A4.2.1 BUILDING B ELEVATION • • • • • • • • •
A5.0.1 KEY SECTIONS • • • • • • • •
A5.1.0 BUILDING SECTIONS BUILDING A • • • • • • • •
A5.1.1 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.2 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.3 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.4 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.5 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.6 BUILDING SECTIONS BUILDING B • • • • • • • •
A5.1.7 BUILDING SECTIONS BUILDING B • • • • • • • •
A6.0.1 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • •
•
A6.0.2 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • •
•
A6.1 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.2 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.3 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.4 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.5 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.6 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.7 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.8 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.9 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.10 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.11 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.12 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.13.1 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.13.2 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.13.3 ENLARGED PLANS/ SECTIONS/
ELEVATIONS
• • • •
•
A6.14 ENLARGED GATE PLANS/ SECTIONS/
ELEVATIONS
• • • • • • •
•
A6.15.1 ENLARGED STAIRCASE PLANS/
SECTIONS/ ELEVATIONS
• • • • • • •
•
A6.15.2 ENLARGED STAIRCASE PLANS/
SECTIONS/ ELEVATIONS
• • • • • • •
•
A6.15.3 ENLARGED STAIRCASE PLANS/
SECTIONS/ ELEVATIONS
• • • • • • •
•
A6.16 ENLARGED ELEVATOR PLANS/
SECTIONS/ ELEVATIONS
• • • • • • •
•
A6.17 STOREFRONT PLANS AND ELEVATIONS • • • • • • • •
A7.1 BLDG A WALL SECTIONS • • • • • • • •
A7.2 WALL SECTIONS • • • • • • • •
A7.3 WALL SECTIONS • • • • • • • •
A7.4 WALL SECTIONS • • • • • • • •
A7.5 WALL SECTIONS • • • • • • • •
A7.6 WALL SECTIONS • • • • • • •
A8.1 TYPICAL ASSEMBLIES • • • • • • • •
A8.2 TYPICAL ASSEMBLIES • • • • • • • •
A8.3 DETAILS • • • • • • • •
A8.4 DETAILS • • • • • • •
A8.5 DETAILS • • • • • • •
A8.6 DETAILS • • • • • • •
A8.7 DETAILS • • • • • • •
A8.8 DETAILS • • • • • • •
A8.9 LANDSCAPE FOOTING DETAILS • • • • • • •
A8.10 MILLWORK DETAILS • • • • • • •
A8.11 MILLWORK DETAILS • • • • • • •
A8.12 MILLWORK DETAILS • • • • • • •
A9.1 PROJECT SCHEDULES • • • • • • • •
A9.2 WINDOW SCHEDULES • • • • • • • •
A9.3 DOOR AND GATE SCHEDULES • • • • • • • •
STRUCTURAL
S0.01 SHEET INDEX, SYMBOLS AND
ABBREVIATIONS
• • • • • • •
•
S0.02 GENERAL NOTES • • • • • • • •
S0.03 GENERAL NOTES • • • • • • • •
S1.00 SITE PLAN • • • • • • • •
S1.01A FOUNDATION FRAMING PLAN -
BUILDING A
• • • • • • •
•
S1.01B FOUNDATION FRAMING PLAN -
BUILDING B
• • • • • • •
•
SHEET #SHEET NAME 05
/
0
6
/
2
4
P
R
I
C
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G
P
A
C
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A
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08
/
1
4
/
2
4
D
R
C
P
C
0
1
11
/
2
1
/
2
0
2
4
D
R
C
S
U
B
M
I
T
T
A
L
0
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B
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I
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P
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S1.02A ROOF FRAMING PLAN - BUILDING A • • • • • • • •
S1.02B LEVEL 2 CMD + STEEL FRAMING PLAN -
BUILDING B
• • • • • • •
•
S1.03B LEVEL 2 WOOD FRAMING PLAN -
BUILDING B
• • • • • • •
•
S1.04B ROOF FRAMING PLAN - BUILDING B • • • • • • • •
S2.01 BUILDING B ELEVATION • • • • • • • •
S5.01 TYPICAL CONCRETE DETAILS • • • • • • • •
S5.02 TYPICAL CONCRETE DETAILS • • • • • • • •
S5.03 TYPICAL CONCRETE DETAILS • • • • • • • •
S5.11 CONCRETE SHEAR WALL DETAILS • • • • • • • •
S6.01 TYPICAL WOOD DETAILS • • • • • • • •
S6.02 TYPICAL WOOD DETAILS • • • • • • • •
S6.03 TYPICAL WOOD DETAILS • • • • • • • •
S6.04 TYPICAL WOOD DETAILS • • • • • • • •
S6.05 WOOD SHEAR WALL DETAILS • • • • • • • •
S6.06 WOOD SHEAR WALL DETAILS • • • • • • • •
S6.21 TJI DETAILS • • • • • • • •
S6.22 TJI-SHEAR WALL TRANSFER DETAILS • • • • • • • •
S7.01 TYPICAL STEEL DETAILS • • • • • • • •
S7.02 TYPICAL STEEL DETAILS • • • • • • • •
S7.11 TYPICAL METAL DECK DETAILS • • • • • • • •
S7.12 TYPICAL METAL DECK DETAILS • • • • • • • •
MECHANICAL
M-001 NOTES, LEGEND • • • • • • • •
M-002 SCHEDULES • • • • • • • •
M-003 SCHEDULES • • • • • • • •
M-004 SPECIFICATIONS • • • • • • • •
M-005 SPECIFICATIONS • • • • • • • •
M-006 TITLE-24 REQUIREMENTS FOR VRF PIPE
INSULATION
• • • • •
•
M-200 SITE PLAN • • • • • •
M-301 FIRST FLOOR PLAN • • • • • • • •
M-302 SECOND FLOOR PLAN • • • • • • • •
M-303 ROOF PLAN • • • • • • • •
M-304 FIRST FLOOR REFRIGERATION PIPING • • • • • • • •
M-305 SECOND FLOOR REGRIGERATION
PIPING
• • • • • • •
•
M-400 PIPING DIAGRAM • • • • • • • •
M-401 WIRING DIAGRAM • • • • • • • •
M-500 DETAILS • • • • • • • •
M-600 TITLE-24 BUILDING-A •
M-601 TITLE-24 BUILDING-A •
M-602 TITLE-24 BUILDING-B •
M-603 TITLE-24 BUILDING-B •
M-604 TITLE-24 BUILDING-B •
ELECTRICAL
E-1.0 NOTES & SYMBOLS • • • • • • • •
E-2.0 SINGLE LINE DIAGRAM & LOAD CALCS. • • • • • • • •
E-2.1 PANEL SCHEDULES • • • • • • • •
E-2.2 FIXTURES SCHEDULES • • • • • • • •
E-2.3 CONTROL SWITCH SCHEDULE • • • • • • • •
E-3.0 SITE ELECTRICAL PLAN • • • • • • • •
E-3.1 EXTERIOR LIGHTING PLAN • • • • • • • •
E-4.0 1ST. FLR. BUILDING A LIGHTING PLAN • • • • • • • •
E-4.1 1ST. FLR. BUILDING A POWER PLAN • • • • • • • •
E-4.2 1ST. FLR. BUILDING A L.V. PLAN • • • • •
E-4.3 LIGHTING CONTROL PLAN • • • • • •
E-5.0 1ST. FLR. BUILDING B LIGHTING PLAN • • • • • • • •
E-5.1 1ST. FLR. BUILDING B POWER PLAN • • • • • •
E-5.2 1ST. FLR. BUILDING B L.V. PLAN • • • • •
E-5.3 LIGHTING CONTROL PLAN • • • • • •
E-6.0 2ND FLR. BUILDING B LIGHTING PLAN • • • • • • • •
E-6.1 2ND FLR. BUILDING B POWER PLAN • • • • • •
E-6.2 2ND FLR. BUILDING B L.V. PLAN • • • • •
E-6.3 LIGHTING CONTROL PLAN • • • • • •
E-7.0 ROOF ELECTRICAL PLAN • •
E-8.0 TITLE 24 ENERGY CALCULATIONS • • • • • • • •
E-8.1 TITLE 24 ENERGY CALCULATIONS • • • • • • • •
E-9.0 1ST FLR. BUILDING A EM. PHM PLAN • • • • • •
E-9.1 1ST FLR. BUILDING B EM. PHM PLAN • • • • • •
E-9.2 2ND FLR. BUILDING B EM. PHM PLAN • • • • • •
PLUMBING
P-001 NOTES, LEGEND • • • • • • • •
P-002 SCHEDULES • • • • • • • •
P-3.00 PHASE 1 SITE PLAN • • • • •
P-3.01 FIRST FLOOR PLAN • • • • • • • •
P-3.02 SECOND FLOOR PLAN • • • • • • • •
P-3.03 ROOF PLAN • • • • • • • •
P-4.01 HOT AND COLD WATER RISER DIAGRAM • • • • • • • •
P-4.02 WASTE & VENT RISER DIAGRAM • • • • • • • •
P-500 DETAILS • • • • • • • •
9
ROOM NAME
101
150 SF
1
A101
1 CONSTRUCTION GRID LINE
PROPERTY LINE
CENTER LINE
SETBACK LINE
BUILDING SECTION REFERENCE
1
A101 WALL SECTION REFERENCE
1
A101
BUILDING ELEVATION REFERENCE
A101
1
1 1
1
INTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
1
A101
101A
101
1011
DETAIL REFERENCE
AREA DETAIL REFERENCE
ELEVATION MARK
ELEVATION MARK
FINISH CALLOUT
SEE FINISH SCHEDULE
EQUIPMENT CALLOUT
SEE EQUIPMENT SCHEDULE
ROOM LABEL
DOOR LABEL
SEE DOOR SCHEDULE
WINDOW LABEL
SEE WINDOW SCHEDULE
REVISION NUMBER
RF-01
1
0'-0"
L01
0'-0"
1
A101
1
A101
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
ABBREVIATIONS
SYMBOLS LEGEND
INFO = INFORMATION
INSUL = INSULATION
INT = INTERIOR
INV = INVERTED
JST = JOIST
JT = JOINT
L = ANGLE
MAX = MAXIMUM
M B = MACHINE BOLT
MECH = MECHANICAL
MIN = MINIMUM
MTD = MOUNTED
MTL = METAL
N/A = NOT APPLICABLE
(N) = NEW
NLG = NAILING
NTS = NOT TO SCALE
O C = ON CENTER
OPP = OPPOSITE
PLT = PLATE
PSF = POUNDS PER SQUARE FOOT
PSI = POUNDS PER SQUARE INCH
P T = PRESSURE TREATED
PTD = PAINTED
PW / PLY = PLYWOOD
RCP = REFLECTED CEILING PLAN
REQ'D = REQUIRED
RET = RETAINING
SHT = SHEET(S)
SHTG = SHEATHING
SIM = SIMILAR
SPC(G) = SPACE(ING)
ST STL = STAINLESS STEEL
STAGG = STAGGERED
STD = STANDARD
STL = STEEL
STRUCT = STRUCTURE
T B S = TO BE SPECIFIED
TEMP = TEMPERED
T G = TEMPERED GLASS
TH = THICKNESS
T O = TOP OF
T S = TUBULAR STEEL
TYP = TYPICAL(LY)
U N O = UNLESS NOTED OTHERWISE
V / VERT = VERTICAL(LY)
V I F = VERIFY IN FIELD
WD = WOOD
WPF(G) = WATERPROOFING
W/ = WITH
∅= ROUND OR DIAMETER
# = NUMBER
AB = ANCHOR BOLT
A B C = ALCOHOLIC BEVERAGE
CONTROL
ABV = ABOVE
A F F = ABOVE FINISH FLOOR
ALUM = ALUMINUM
ARCH = ARCHITECTURAL DRAWINGS
B / BOT = BOTTOM
BD = BOARD
BLDG = BUILDING
BLK (G) = BLOCK(ING)
BLW = BELOW
BM = BEAM
BRG = BEARING
BYD = BEYOND
CB = CATCH BASIN
C.I.P. = CAST IN PLACE
CL = CENTERLINE
CLG = CEILING
CLR = CLEAR
C M U = CONCRETE MASONRY UNIT
COL = COLUMN
CONC = CONCRETE
CONST = CONSTRUCTION
CONT = CONTINUOUS (LY)
CTR (D) = CENTER (ED)
D / DIAM = DIAMETER
DBL = DOUBLE
DET = DETAIL
DIM = DIMENSION
DWG (S) = DRAWING(S)
(E) = EXISTING
EA = EACH
E E = EACH END
E F = EACH FACE
EL / ELEV = ELEVATION
ELECT = ELECTRICAL (DWGS)
EQ = EQUAL
E S = EACH SIDE
E W = EACH WAY
EXT = EXTERIOR
F B = FLAT BLOCKING
FDN = FOUNDATION
FIN = FINISH
FLR = FLOOR
F O W = FACE OF WALL
FRMG = FRAMING
FTG = FOOTING
GA = GAUGE
GALV = GALVANIZED
GEN = GENERAL
GR = GRADE
GSM = GALVANIZED SHEET METAL
GWB = GYPSUM WALLBOARD
GYP = GYPSUM
HC = HANDICAPPED
HDR = HEADER
HGR = HANGER
HT = HEIGHT
GENERAL NOTES
CLIENT
ARCHITECT
CONSULTANTS
COORDINATION AND VERIFICATION
FIRE CODE NOTES
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:06 PM
2308
G0.3
GENERAL
NOTES
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1. CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND
REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.
2. CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY
PUBLIC AUTHORITIES GOVERNING THE WORK.
3. CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS
AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR
OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK
IN QUESTION.
4. FOR SUBSTITUTIONS REFER TO SPECIFICATIONS.
5. CONTRACTOR TO COORDINATE WORK WITH THE SANTA ANA ZOO, INCLUDING
SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF
BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. COORDINATE WORK
WITH OTHER CONTRACTS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND
OCCUPANTS, INCLUDING TRASH REMOVAL ACCESS.
6. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM
INSTALLATIONS.
7. CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND
ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES.
8. CONTRACTOR TO PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.
G.C. TO COORDINATE TRASH ACCESS.
9. CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING
CONSTRUCTION.
10. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES
SHOWN ON DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
GRADES AND CONDITIONS AT SITE PRIOR TO COMMENCING THE WORK, AND REPORT
ANY DISCREPANCIES TO THE CONSTRUCTION MANAGER AND ARCHITECT IN WRITING.
11. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS
OF FINISHES.
12. FLOOR LEVELS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. PRIOR TO
CONSTRUCTION GENERAL CONTRACTOR SHALL HIRE A THIRD PARTY LICENSED
SURVEYOR TO FIELD VERIFY EXISTING GRADES AND FLOOR ELEVATIONS INDICATED ON
DRAWING. NOTIFY THE ARCHITECT AND THE SANTA ANA ZOO REPRESENTATIVE
IMMEDIATELY OF ANY DISCREPANCIES.
13. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION. CONTRACTOR TO
RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION.
14. CONTRACTOR TO UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH,
UNLESS OTHERWISE NOTED.
15. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES.
16. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES OR FENCING AS
REQUIRED AND AS APPROVED BY THE SANTA ANA ZOO FOR PUBLIC SAFETY PRIOR TO
COMMENCING THE WORK.
17. CONTRACTOR TO COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS
ATTACHED OR MOUNTED TO WALLS OR CEILINGS.
18. FIRE PROTECTION EQUIPMENT AND SERVICE ACCESS MUST BE PROVIDED DURING THE
CONSTRUCTION PERIOD AS REQUIRED BY THE SANTA ANA ZOO.
19. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS
DURING CONSTRUCTION.
20. WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD THAT ALL LIKE
OR SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED
OTHERWISE.
21. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING,DRAINAGE, ELECTRICAL,
TELEPHONE WORK AND EXISTING UTILITIES TO PROVIDE A COMPLETE OPERATING
SYSTEM.
22. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF PLUMBING,
MECHANICAL EQUIPMENT, DUCTS, PIPING, AND FITTING ARE ONLY APPROXIMATE. THE
EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO
APPROVAL BY THE SANTA ANA ZOO REPRESENTATIVE.
23. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING,
BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL
CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL
MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT
AND FURNISHINGS.
24. MECHANICAL SUPPLY AND RETURN AIR SHAFTS SHALL BE AIRTIGHT AND SEALED.
25. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS
AND SPECIFICATIONS, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL
COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES.
26. SPECIFICATIONS, BOUND SEPARATELY, ARE PART OF THE CONTRACT DOCUMENTS.
27. THE ORGANIZATION OF THE DRAWINGS AND SPECIFICATIONS SHALL NOT CONTROL
THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN
ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.
28. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND
SPECIFICATIONS. IF CONFLICT IS FOUND BETWEEN DRAWINGS, GENERAL NOTES AND
SPECIFICATIONS, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING
WITH THE WORK.
29. NO DEVIATION FROM CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE MADE
WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
30. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE
PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING
AND SHALL BE SELF-CLOSING.
31. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED.
32. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE
PERSONS AND IN ANY HAZARDOUS AREA.
33. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR
CEILINGS.
34. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE
REQUIREMENTS.
35. IF THE SPACE ABOVE THE SUSPENDED CEILING IS USED AS A RETURN AIR PLENUM, THEN
ALL EQUIPMENT AND WIRING(COMMUNICATION, POWER ETC) SHALL BE LISTED FOR
INSTALLATION IN A PLENUM.
36. ALL FLEXIBLE AIRDUCTS, IF USED, SHALL MEET THE REQUIREMENTS OF NFPA 90A, 2-3-2
IN CONSTRUCTION AND INSTALLATION.
37. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES, VALVES,
CLEANOUTS, PLUGS, FILTERS, EQUIPMENT AND ALL OTHER ITEMS REQUIRING SERVICE
AND MAINTENANCE.
38. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED
WITH AN APPROVED MATERIAL IN ACCORDANCE WITH CBC SECTION 714. SPACE
BETWEEN PENETRATING MATERIALS (DESCRIBED BELOW) MUST BE DESIGNED TO
PREVENT THE MOVEMENT OF HOT FLAME OR GASES
A. STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR
MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6-INCH DIAMETER AND
THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE
INCHES.
B. MEMBRANE PENETRATIONS OF MAXIMUM 2-HR. FIRE-RESISTANCE RATED WALL AND
PARTITIONS BY STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES
ARE PERMITTED PROVIDED OPENINGS DO NOT EXCEED 100 SQUARE INCHES FOR ANY
100 SQUARE FEET OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR
PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES.
C. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS
ARE REQUIRED THAN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS
CONDUCTED IN ACCORDANCE WITH SECTION.
39. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER
CBC SECTION 717
A. DUCT PENETRATIONS OF FIRE WALLS IN ACCORDANCE TO SECTION
B. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND EXIT
PASSAGEWAYS WHERE THEY ARE NOT ALLOWED TO PENETRATE.
C. DUCTS PENETRATING SHAFTS.
D. DUCTS PENETRATING FIRE PARTITIONS AND FIRE-RATED CORRIDOR WALLS. SEE
EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO CORRIDOR
E. DUCTS PENETRATING SMOKE BAFFLERS
F. DUCTS PENETRATING HORIZONTAL ASSEMBLIES
40. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS
SPECIFIED IN SECTION 803. SPECIFY THE CLASSIFICATIONS PER TABLE 803.1.2.
41. ALL EXIT DOORS SHALL COMPLY WITH CBC SECTION 1010
A. CLEAR WIDTH OF EACH DOOR OPENING SHALL BE MIN. 32" OR PER CBC SECTION
1005, WHICHEVER IS GREATER
B. MIN. DOOR HEIGHT OF 6'-8"
C. SHALL BE CAPABLE OF OPENING 90 DEGREES.
D. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48" NOMINAL.
E. EXIT DOOR SHALL BE SIDE-HINGED SWINGING TYPE.
42. BUILDING SHALL COMPLY WITH BUILDING SAFETY REGULATONS, SANTA ANA
MUNICIPAL CODE CHAPTER 8 DIVISION 3.
1. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS AND SPECIFICATIONS
ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS, BUT TOGETHER WITH THE
ARCHITECTURAL DRAWINGS FORM THE PROJECT DOCUMENTS. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND COORDINATE WITH THE
ARCHITECTURAL DRAWINGS. BEFORE THE INSTALLATION OF STRUCTURAL,
MECHANICAL, ELECTRICAL AND PLUMBING WORK. SHOULD THERE BE A DISCREPANCY
DISCOVERED BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTANT
ENGINEER'S DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT AND THE SANTA
ANA ZOO REPRESENTATIVE'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION.
CONTRACTOR SHALL NOT, EITHER KNOWINGLY OR IF HE SHOULD HAVE KNOWN
BASED ON INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS, INSTALL
WORK IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS. ANY SUCH WORK SHALL
BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST
TO THE SANTA ANA ZOO.
2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION
AND ALL EXISTING CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND
REPORT ANY DISCREPANCIES TO THE ARCHITECT AND THE SANTA ANA ZOO
REPRESENTATIVE PRIOR TO THE START OF THE WORK.
3. IN THE EVENT OF CONFLICT BETWEEN THE DRAWING AND SPECIFICATIONS, OR WITHIN
THEMSELVES, THE ARCHITECT WILL IN CONSULTATION WITH THE SANTA ANA ZOO
DETERMINE WHICH CONFLICTING REQUIREMENT GOVERNS.
4. SPECIFIC NOTES OR KEYNOTES ON DETAILS APPLY TO SIMILAR CONDITIONS ON OTHER
DETAILS ON ALL DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE.
5. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABELS.
CONTRACTOR ARE TO VERIFY DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS
AT THE SITE BEFORE COMMENCING WORK AND REPORT DISCREPANCIES TO THE
ARCHITECT AND THE SANTA ANA ZOO REPRESENTATIVE FOR RESOLUTION PRIOR TO
THE START OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING
EXISTING JOB SITE CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH SHOULD
CHANGE THE AESTHETIC INTENT OR HINDER PROPER WORK COMPLETIONS BEFORE
FABRICATING ANY MATERIAL AND SHALL REPORT ANY DISCREPANCIES TO THE SANTA
ANA ZOO REPRESENTATIVE.
6. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT SIZES, EQUIPMENT
PADS AND BASES REQUIREMENTS, AS WELL AS POWER AND WATER OR DRAIN
INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE
WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL
BE MADE WITHOUT ADDITIONAL COST TO THE SANTA ANA ZOO REPRESENTATIVE.
7. VERIFY ALL OPENINGS IN THE FIELD PRIOR TO THE FABRICATION OF DOORS AND
FRAMES.
8. PROVIDE AND COORDINATE THE EXACT DIMENSIONS, SIZES, AND POSITIONS OF
OPENINGS IN SLABS AND WALLS NECESSARY FOR THE INSTALLATION OF THE WORK.
9. VALVES, CONTROLS AND TERMINATION SHALL BE POSITIONED FOR SAFE, DIRECT AND
EASY ACCESS. PIPING AND DUCTWORK SHALL BE INSTALLED FOR CONVENIENT FUTURE
ADDITIONS AND MODIFICATIONS.
10. VERIFY AND COORDINATE SIZES, LOCATIONS AND CHARACTERISTICS OF ALL WORK
AND EQUIPMENT TO BE FURNISHED BY OTHERS, WITH THE MANUFACTURER OR
SUPPLIER BEFORE ANY CONSTRUCTION.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING
ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE AND
MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD
CONSTRUCTION PRACTICES.
12. THE CONTRACTOR IS TO BE RESPONSIBLE FOR CLEANUP OF ALL TRADES AND REMOVAL
OF ALL DEBRIS. THE COMPLETED WORK SHALL BE LEFT CLEAN AND READY FOR
OCCUPANCY.
13. CONTRACTOR SHALL CORRECT ANY DAMAGE CREATED BY THE CONTRACTOR OR ANY
OR THE CONTRACTOR'S SUBCONTRACTORS.
14. FURNISH AND INSTALL EXPANSION JOINTS, CONTROL JOINTS, ETC. WHETHER OR NOT
DOCUMENTED. COORDINATE WITH FINAL LOCATION OF THESE ITEMS WITH THE SANTA
ANA ZOO REPRESENTATIVE PRIOR TO COMMENCING WORK.
FIRE PROTECTION
1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-
A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING; ALSO
DURING CONSTRUCTION. REFER TO PLANS FOR LOCATIONS
2. PROVIDE ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE ORANGE COUNTRY
FIRE AUTHORITY FIRE MARSHALL
3. THIS BUILDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH (NFPA-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY SANTA
ANA ZOO BUILDING OFFICIAL PRIOR TO INSTALLATION.
MEANS OF EGRESS
1. TWO EXITS ARE REQUIRED FROM EACH SPACE OR STORY. (T 1006.2.1)
A. OCCUPANT LOAD > 49, (A, *B, E, F, M, U)
B. OCCUPANT LOAD > 10, (R)
C. OCCUPANT LOAD > 29, (S)
D. COMMON PATH OF EGRESS > 75 FT.
E. COMMON PATH OF EGRESS > 100 FT. (B, F, S) SPRINKLERED BUILDING
* > 29 (B)
2. ALL EXIT DOORS SHALL COMPLY WITH SECTION 1010.1
A. CLEAR WIDTH OF EACH DOOR OPENING SHALL BE MIN. 32 ”OR PER 1005.3.2,
WHICHEVER IS GREATER
B. MIN. DOOR HEIGHT IS 6’-8”
C. SHALL BE CAPABLE OF OPENING 90 DEGREES
D. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 ”NOMINAL
E. EXIT DOOR SHALL BE SIDE-HINGED SWINGING TYPE
3. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS HANDLING AN OCCUPANT
CAPACITY OF 50 OR MORE PERSONS, FROM ANY GROUP A, E OR I OCCUPANCY; AND
FOR H1, 2, 3, 6, 7,8 OCCUPANCY AND SOUND STAGES. ONLY PANIC HARDWARE
APPROVED AND LISTED BY THE CAMPUS FIRE MARSHALL SHALL BE INSTALLED.
4. PROVIDE A 1 HR. FIRE RATED CORRIDOR IN ACCORDANCE WITH CBC SECTION 1020.
A. OCCUPANT LOAD > 30
B. OCCUPANT LOAD > 10
C. R OCCUPANCIES
D. E OCCUPANCIES
E. I OCCUPANCIES
F. H OCCUPANCIES
5. ALL ELECTRICAL ROOM DOORS SHALL BE 60 MINUTES. MAGNETIC HOLD OPENS SHALL
BE USED WHERE ELECTRICAL ROOM DOORS OCCUR WITHIN AN ELEVATOR LOBBY.
6. PROVIDE A MINIMUM CORRIDOR WIDTH OF 44 INCHES OR PER 1005.3.2, WHICHEVER IS
GREATER (T 1020.2).
7. FLOORS OR LANDINGS ON EACH SIDE OF DOORS TO HAVE THE SAME ELEVATION.
LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS (MAX. 2% SLOPE) (CBC
SECTION 1010).
8. SPACES BETWEEN TWO DOORS IN SERIES SHALL BE A MIN. 48 ”PLUS THE WIDTH OF THE
DOOR SWINGING INTO THE SPACE. (CBC SECTION 1010)
9. WHERE TWO OR MORE EXITS ARE REQUIRED, AT LEAST TWO EXITS MUST BE SEPARATED
BY 1/2 THE MAX. DIAGONAL LENGTH OF THE AREA SERVED OR 1/3 THE MAX.
DIAGONAL IF SPRINKLERED (CBC SECTION 1010)
10. LANDING WIDTH AT DOORS MUST HAVE A MIN. CLEAR DIMENSION OF DOORS SERVED.
MIN. LENGTH OF SUCH LANDINGS IS 44" (36") (CBC SECTION 1010)
11. THE MEANS OF EGRESS SYSTEM MUST HAVE A CLEAR CEILING HEIGHT OF 7'-6. (CBC
SECTION 1003)
12. FIRE-RATED ASSEMBLIES SHALL BE PER CBC SECTION 721, GENERIC ASSEMBLIES OF
GYPSUM HANDBOOK OR ICC APPROVAL
NO.DESCRIPTION DATE
3 PC01 CORRECTIONS 03/28/25
3
130 SF
B
BREAK ROOM
102
1
523 SF
B
WORKSHOP
107
4
315 SF
S
MATERIAL STORAGE
108
2
61 SF
S
ELECTRICAL ROOM
109
1
72 SF
S
CUSTODIAN CLOSET
110
1
33 SF
S
LUNCH STORAGE
113
1
137 SF
ADA FAMILY RESTROOM
104
0
54 SF
S
MACHINE ROOM
112
1
59 SF
B
TICKET BOOTH
105
1
252 SF
RESTROOM
114
0
184 SF
S
FURNITURE STORAGE
103
1
8
3
3
4
1
1
1
0
0
24
1
17
12
74
75
74
75
1
1
1
REQUIRED DOOR WIDTH=
74 x 0.15"=11.1"
PROPOSED DOOR WIDTH=36"
DOOR IS EQUIPPED WITH
PANIC HARDWARE
REQUIRED DOOR WIDTH=
74 x 0.15"=11.1"
PROPOSED DOOR WIDTH=36"
DOOR IS EQUIPPED WITH
PANIC HARDWARE
REQUIRED DOOR WIDTH=
83 x 0.15"=11.25"
PROPOSED DOOR WIDTH=72"
DOOR IS EQUIPPED WITH
PANIC HARDWARE
REQUIRED DOOR WIDTH=
75 x 0.15"=11.25"
PROPOSED DOOR WIDTH=72"
DOOR IS EQUIPPED WITH
PANIC HARDWARE
REQUIRED DOOR WIDTH=
17 x 0.15"=2.55"
PROPOSED DOOR WIDTH=36"
REQUIRED DOOR WIDTH=
12 x 0.15"=1.8"
PROPOSED DOOR WIDTH=36"
REQUIRED DOOR WIDTH=
4 x 0.15"=0.6"
PROPOSED DOOR WIDTH=72"
REQUIRED STAIRCASE WIDTH=24 x 0.2"=4.8"
PROPOSED STAIR WIDTH= 59 1/8"
REQUIRED STAIRCASE WIDTH=
8 x 0.2"=1.6"
PROPOSED STAIR WIDTH= 44"
ELEVATOR
111
76 SF
S
STORAGE
115
1
4E(1)
2B(1)
4E(1)
4E(1)
1 HOUR FIRE RATED WALL
FOR WALL TYPE 2B, SEE 4/A8.1 (UL RATING UL U305)
FOR WALL TYPE 3A, SEE 5/A8.1 (UL RATING UL DES U329)
FOR WALL TYPE 3B, SEE 6/A8.1 (UL RATING UL DES U329)
FOR WALL TYPE 4E, SEE 12/A8.1(UL RATING UL U305)
FOR WALL TYPE 4F, SEE 13/A8.1 (UL RATING UL U305)
3B(1)
3A(1)
3B(1)
1B
(
2
)
1A
(
2
)
1B
(
2
)
1A(2)
2A
1A
(
2
)
1A
(
2
)
1A(2)
CBC TABLE 705.5, FIRE-RESISTANCE RATING
REQUIREMENTS FOR EXTERIOR WALLS BASED
ON FIRE SEPARATION DISTANCE:
SEPARATION DISTANCE FALLS BETWEEN 10 AND
30 FEET, AND THE CONSTRUCTION IS TYPE VB
WITH OCCUPANCY TYPE B, A FIRE SEPARATION
IS NOT REQUIRED.
CBC TABLE 705.8, MAXIMUM AREA OF
EXTERIOR WALL OPENINGS BASED ON FIRE
SEPARATION DISTANCE AND DEGREE OF
OPENING PROTECTION:
SEPARATION DISTANCE FOR THE OPENINGS ON
THIS WALL ARE BETWEEN 10 AND 15 FEET WITH
UNPROTECTED, SPRINKLERED PROTECTION, THE
ALLOWABLE OPENING AREA IS 45%
45 MINUTE RATED DOOR; SEE
A9.3 DOOR SCHEDULE
45 MINUTE RATED DOOR; SEE
A9.3 DOOR SCHEDULE
2 HOURS OR MORE FIRE RATED WALL
FOR WALL TYPE 1A, SEE 1/A8.1: WALL TYPE 1A
IS AN 8 INCH THICK CONCRETE WALL. PER
CBC TABLE 722.2.1.1 CAST IN PLACE OR
PRECAST WALLS, ALL CONCRETE WALL TYPES
ABOVE 5" THICK ARE MORE THAN 2 HOURS
FIRE RATED.
4F(1)
45 MINUTE RATED DOOR; SEE
A9.3 DOOR SCHEDULE
103A
102A
101A
108C
FIRE SEPARATION IMAGINARY LINE
CBC TABLE 705.5, FIRE-RESISTANCE RATING
REQUIREMENTS FOR EXTERIOR WALLS BASED
ON FIRE SEPARATION DISTANCE:
SEPARATION DISTANCE FALLS BETWEEN 5 AND
10 FEET, AND THE CONSTRUCTION IS TYPE VB
WITH OCCUPANCY TYPE A AND B, A FIRE
SEPARATION IS NOT REQUIRED.
CBC TABLE 705.5, FIRE-RESISTANCE RATING
REQUIREMENTS FOR EXTERIOR WALLS BASED
ON FIRE SEPARATION DISTANCE:
SEPARATION DISTANCE FALLS BETWEEN 10 AND
30 FEET, AND THE CONSTRUCTION IS TYPE VB
WITH OCCUPANCY TYPE A, A FIRE SEPARATION
IS NOT REQUIRED.
13' - 5 5/8"
13' - 5 5/8"
12' - 5"12' - 5"
12' - 8 3/8"
12' - 11 1/2"
13' - 1"
12' - 10 5/8"
12' - 9 1/4"
13' - 11 3/4"
16' - 4 5/8"
2270 SF
A
MULTIPURPOSE ROOM
101
327
PROVIDE A SIGNAGE
INDICATING
GATE TO BE OPEN
DURING BUSSINESS
HOURS
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/
2
9
/
2
0
2
5
3
:
2
5
:
4
9
P
M
2308
CODE ANALYSIS
MAY 30, 2025
PLAN CHECK
SUBMITTAL 04
G0.4.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 30, 2025
BUILDING A
BUILDING HEIGHT AND AREA, OCCUPANCY A-3
PER CBC TABLE 504.3, TYPE V-B CONSTRUCTION, S (WITHOUT AREA INCREASE):
MAXIMUM ALLOWABLE BUILDING HEIGHT: 60'-0"
PROPOSED BUILDING HEIGHT: 21'-1 1/2"
PER CBC TABLE 504.4, TYPE V-B CONSTRUCTION, S (WITHOUT AREA INCREASE):
MAXIMUM ALLOWABLE BUILDING STORIES: 2
PROPOSED BUILDING STORIES: 1
PER CBC TABLE 506.2, TYPE V-B CONSTRUCTION, S1:
MAXIMUM ALLOWABLE BUILDING AREA: 6,000 SF
PROPOSED BUILDING AREA: 3,328 SF
ALL EXITS ARE TO BE OPENABLE FROM INSIDE
WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE.
OCCUPANY TABULATION PER 2022 CBC TABLE 1004.5
RM. NO.NAME OCC.ROOM OCCUPANCY AREA
SF/
PERSON PERSONS
101 MULTIPURPOSE ROOM A Assembly - Concentrated (chairs
only - not fixed)
2270 SF 7 325
102 BREAK ROOM B Business Areas 130 SF 150 1
103 FURNITURE STORAGE S Accessory Storage Areas,
Mechanical Equipment Room
184 SF 300 1
104 ADA FAMILY RESTROOM (none) 137 SF
105 TICKET BOOTH B Business Areas 59 SF 150 1
106 LOWER HUB (none) 364 SF
107 WORKSHOP B Business Areas 523 SF 150 4
108 MATERIAL STORAGE S Accessory Storage Areas,
Mechanical Equipment Room
315 SF 300 2
109 ELECTRICAL ROOM S Accessory Storage Areas,
Mechanical Equipment Room
61 SF 300 1
110 CUSTODIAN CLOSET S Accessory Storage Areas,
Mechanical Equipment Room
72 SF 300 1
111 ELEVATOR (none) 58 SF
112 MACHINE ROOM S Accessory Storage Areas,
Mechanical Equipment Room
54 SF 300 1
113 LUNCH STORAGE S Accessory Storage Areas,
Mechanical Equipment Room
33 SF 300 1
114 RESTROOM (none) 252 SF
115 STORAGE S Accessory Storage Areas,
Mechanical Equipment Room
76 SF 300 1
201 UPPER HUB (none) 900 SF
202 MEDIUM OFFICE B Business Areas 129 SF 150 1
203 LARGE OFFICE B Business Areas 217 SF 150 2
204 CLOSET S Accessory Storage Areas,
Mechanical Equipment Room
37 SF 300 1
205 CLOSET S Accessory Storage Areas,
Mechanical Equipment Room
37 SF 300 1
206 IT ROOM S Accessory Storage Areas,
Mechanical Equipment Room
56 SF 300 1
207 MEETING ROOM A Assembly - Unconcentrated
(Tables and Chairs)
170 SF 15 12
208 LARGE OFFICE B Business Areas 217 SF 150 2
209 MEDIUM OFFICE B Business Areas 129 SF 150 1
210 SMALL OFFICE B Business Areas 100 SF 150 1
211 SMALL OFFICE B Business Areas 100 SF 150 1
212 SMALL OFFICE B Business Areas 101 SF 150 1
213 SMALL OFFICE B Business Areas 101 SF 150 1
214 MEDIUM OFFICE B Business Areas 130 SF 150 1
215 BREAK ROOM B Business Areas 291 SF 150 2
216 STORAGE S Accessory Storage Areas,
Mechanical Equipment Room
74 SF 300 1
217 STAFF RESTROOM (none) 59 SF
218 SHARED OFFICE B Business Areas 202 SF 150 2
219 CLOSET S Accessory Storage Areas,
Mechanical Equipment Room
35 SF 300 1
371
3/16" = 1'-0"3BUILDING A & B LEVEL 1 CODE ANALYSIS PLAN
422.2 SEPARATE FACILITIES
SEPARATE TOILET FACILITIES SHALL BE PROVIDED FOR EACH SEX.
EXCEPTIONS: [NOT ADOPTED FOR OSHPD 1, 2, 3, 4 & 5]
(3) IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING
CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME,
SHALL BE PERMITTED FOR USE BY BOTH SEXES.
(4) [BSC & DSA-SS] SEPARATE FACILITIES SHALL NOT BE REQUIRED WHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL
GENDERS AND THE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS. URINALS, WHEN INSTALLED, SHALL BE
LOCATED IN A PRIVACY COMPARTMENT OR SEPARATE PRIVATE AREA. EACH COMPARTMENT DOOR SHALL BE LOCKABLE
FROM THE INSIDE OF THE COMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILY DISTINGUISHABLE AS LOCKED
FROM THE OUTSIDE OF THE COMPARTMENT. PRIVACY COMPARTMENTS AND DOORS WHICH ARE NOT FULL HEIGHT OR
FLOOR TO CEILING MAY BE PERMITTED BY THE ENFORCING AGENCY.
BUILDING B
BUILDING HEIGHT AND AREA, OCCUPANCY B
PER CBC TABLE 504.3, TYPE V-B CONSTRUCTION, S (WITHOUT AREA INCREASE):
MAXIMUM ALLOWABLE BUILDING HEIGHT: 60'-0"
PROPOSED BUILDING HEIGHT: 30'-8 1/2"
PER CBC TABLE 504.4, TYPE V-B CONSTRUCTION, S (WITHOUT AREA INCREASE):
MAXIMUM ALLOWABLE BUILDING STORIES: 3
PROPOSED BUILDING STORIES: 2
PER CBC TABLE 506.2, TYPE V-B CONSTRUCTION, SM:
MAXIMUM ALLOWABLE BUILDING AREA: 9,000 SF
PROPOSED BUILDING AREA: 7,084 SF
25
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
7 PC SUBMITTAL 04 05/30/25
OCCUPANCY SF CALCULATION FOR BLDG A:
ASSEMBLY (CONCENTRATED, CHAIRS ONLY - NOT FIXED) (A) : 2,270 SF
BUSINESS AREAS (B): 130 SF
ACCESSORY STORAGE AREAS, MECHANICAL EQP ROOM (S-1): 184 SF
AGGREGATE ACCESSORY OCCUPANCIES: 314 SF
TOTAL PERCENT OF ACCESSORY OCCUPANCY: 13%
PER CBC TABLE 508.4, THERE IS A 1 HOUR SEPARATION REQUIRED BETWEEN A AND
(B+S1) OCCUPANCIES. SEE 1/G0.4.1 FOR FIRE RATED WALL AND DOORS.
OCCUPANCY SF CALCULATION FOR BLDG B:
BUSINESS AREAS (B): 2,467 SF
ACCESSORY STORAGE AREAS, MECHANICAL EQP ROOM (S-1): 855 SF
TOTAL PERCENT OF ACCESSORY OCCUPANCY: 34%
NO SEPARATION OF OCCUPANCY REQUIRED PER CBC TABLE 508.4 BETWEEN B AND
S1.
7
7
202 SF
B
SHARED OFFICE
218
2
217 SF
B
LARGE OFFICE
203
2
170 SF
A
MEETING ROOM
207
1256 SF
S
IT ROOM
206
1
217 SF
B
LARGE OFFICE
208
2 129 SF
B
MEDIUM OFFICE
209
1
100 SF
B
SMALL OFFICE
210
1
101 SF
B
SMALL OFFICE
213
1
74 SF
S
STORAGE
216
1
130 SF
B
MEDIUM OFFICE
214
1
101 SF
B
SMALL OFFICE
212
1100 SF
B
SMALL OFFICE
211
1
129 SF
B
MEDIUM OFFICE
202
1
37 SF
S
CLOSET
204
1
37 SF
S
CLOSET
205
1
35 SF
S
CLOSET
219
1
291 SF
B
BREAK ROOM
215
2
TERRACE
59 SF
STAFF RESTROOM
217
0
REQUIRED DOOR WIDTH=
8 x 0.15"=1.2"
PROPOSED DOOR WIDTH=36"
REQUIRED STAIRCASE WIDTH=24 x 0.2"=4.8"
PROPOSED STAIR WIDTH= 59 1/8"
REMOTE POINT A
PER CBC TABLE 1017.2,
TYPE V-B CONSTRUCTION, WITH
SPRINKLER SYSTEM:
MAXIMUM EXIT ACCESS TRAVEL
DISTANCE: 250'
PROPOSED EXIT ACCESS TRAVEL
DISTANCE: 126' - 4"
1
3
1
1
3
1
1
1
1
1
1
1
0
1
3
12
1
2
24
8
8
REQUIRED STAIRCASE WIDTH=
8 x 0.2"=1.6"
PROPOSED STAIR WIDTH= 44"
A
13' - 3"
13' - 0"
11"
29' - 1"
15' - 8"
3' - 3"
7' - 5"
18' - 0"
4' - 10"
12' - 8"
3' - 11 1/8"
5
CBC TABLE 705.5, FIRE-RESISTANCE RATING
REQUIREMENTS FOR EXTERIOR WALLS BASED
ON FIRE SEPARATION DISTANCE:
SINCE THE SEPARATION DISTANCE IS LESS THAN
5 FEET AND THE OCCUPANCY GROUP IS A AND
B, A FIRE SEPARATION OF 1 HOUR IS REQUIRED.
2
G0.4.2
3
G0.4.2
45 MINUTE RATED WINDOW, SEE A9.2
WINDOW SCHEDULE FOR SPECS
45 MINUTE RATED
WINDOW, SEE A9.2
WINDOW SCHEDULE
FOR SPECS
45 MINUTE RATED CURTAIN
WALL AND DOOR, SEE
A6.17 STOREFRONT PLANS
AND ELEVATIONS FOR
SPECS
3B(1)
3A(1)
1 HOUR FIRE RATED WALL
FOR WALL TYPE 2B, SEE 4/A8.1 (UL RATING UL U305)
FOR WALL TYPE 3A, SEE 5/A8.1 (UL RATING UL DES U329)
FOR WALL TYPE 3B, SEE 6/A8.1 (UL RATING UL DES U329)
FOR WALL TYPE 4E, SEE 12/A8.1(UL RATING UL U305)
FOR WALL TYPE 4D: SEE
FOR WALL TYPE 4F, SEE 13/A8.1 (UL RATING UL U305)
2 HOURS OR MORE FIRE RATED WALL
FOR WALL TYPE 1A, SEE 1/A8.1: WALL TYPE 1A
IS AN 8 INCH THICK CONCRETE WALL. PER
CBC TABLE 722.2.1.1 CAST IN PLACE OR
PRECAST WALLS, ALL CONCRETE WALL TYPES
ABOVE 5" THICK ARE MORE THAN 2 HOURS
FIRE RATED.
2081
2034
S1011
2B(1)
4E(1)4E(1)
4E(1)
FIRE SEPARATION IMAGINARY LINE
CBC TABLE 705.5, FIRE-RESISTANCE RATING
REQUIREMENTS FOR EXTERIOR WALLS BASED
ON FIRE SEPARATION DISTANCE:
SEPARATION DISTANCE FALLS BETWEEN 5 AND
10 FEET, AND THE OCCUPANCY GROUP IS A
AND B, AND THE CONSTRUCTION IS TYPE VB
WITH OCCUPANCY TYPE A, A FIRE SEPARATION
OF 1 HOUR IS REQUIRED.
2' - 5 3/4"
2' - 5 3/4"
7' - 4 1/8"
7' - 4 1/8"
6' - 8 3/4"
6' - 2 7/8"
3' - 0 3/8"
3' - 6 3/4"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
SECURITY GATE IN CLOSED POSITION
CBC TABLE 705.8, MAXIMUM AREA OF
EXTERIOR WALL OPENINGS BASED ON FIRE
SEPARATION DISTANCE AND DEGREE OF
OPENING PROTECTION:
SEPARATION DISTANCE FOR THE CURTAIN WALL
OPENING IS BETWEEN 10 AND 15 FEET WITH
UNPROTECTED, SPRINKLERED PROTECTION, THE
ALLOWABLE OPENING AREA IS 45%
AREA OF EXTERIOR WALL: 968 SF
TOTAL SIZE OF CURTAIN WALL
OPENING: 218 SF
ALLOWABLE OPENING AREA: 45%
PROPOSED OPENING AREA: 22.5%
LEVEL 1
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
CO-02
CO-02
SECURITY GATE IN
CLOSED POSITION
CBC TABLE 705.8, MAXIMUM AREA OF
EXTERIOR WALL OPENINGS BASED ON FIRE
SEPARATION DISTANCE AND DEGREE OF
OPENING PROTECTION:
SEPARATION DISTANCE FOR THE CURTAIN WALL
OPENING ON LEVEL 1 IS BETWEEN 10 AND 15
FEET WITH UNPROTECTED, SPRINKLERED
PROTECTION, THE ALLOWABLE OPENING AREA
IS 45%.
SEPARATION DISTANCE FOR THE CURTAIN WALL
OPENING ON LEVEL 2 IS BETWEEN 3 AND 5 FEET
WITH UNPROTECTED, SPRINKLERED
PROTECTION, THE ALLOWABLE OPENING AREA
IS 15%.
SEPARATION DISTANCE FOR THE CURTAIN WALL
OPENING ON LEVEL 2 IS BETWEEN 5 AND 10
FEET WITH UNPROTECTED, SPRINKLERED
PROTECTION, THE ALLOWABLE OPENING AREA
IS 25%.
AREA OF EXTERIOR WALL: 332 SF
TOTAL SIZE OF WINDOW OPENINGS:
45 SF
ALLOWABLE OPENING AREA: 15%
PROPOSED OPENING AREA: 13.5%
LEVEL 2
AREA OF EXTERIOR WALL: 503 SF
TOTAL SIZE OF DOOR OPENINGS: 114 SF
ALLOWABLE OPENING AREA: 45%
PROPOSED OPENING AREA: 22.7%
LEVEL 1
0 TO LESS THAN 3 FEET
FIRE SEPARATION DISTANCE:
3 TO LESS THAN 5 FEET
FIRE SEPARATION DISTANCE:
5 TO LESS THAN 10 FEET
FIRE SEPARATION DISTANCE:
AREA OF EXTERIOR WALL: 372 SF
TOTAL SIZE OF WINDOW OPENINGS: 13 SF
ALLOWABLE OPENING AREA: 25%
PROPOSED OPENING AREA: 3.5%
LEVEL 2
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:19:22 AM
2308
CODE ANALYSIS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
G0.4.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
25
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
3/16" = 1'-0"1BUILDING B LEVEL 2 CODE ANALYSIS PLAN
3/16" = 1'-0"2BUILDING A NORTH ELEVATION - ALLOWABLE OPENING AREA
3/16" = 1'-0"3BUILDING B SOUTH ELEVATION 01 - ALLOWABLE OPENING AREA6 6
6
WHEEL STOP
17 INCH X 22 INCH
ACCESSIBILITY SIGN
PER SEC. 11B-502.8.1.
SEE DETAIL 3/A0.5
PEDESTRIAN ROUTE
18'-0" MIN.
9'-0" MIN.
STRIPES AT
36" ON CENTER PER
SEC 11B-502.3.3
5' - 0"
MIN. AT TYP.
ACCESSIBLE PARKING STALL
8'-0 MIN. AT VAN
ACCESSIBLE PARKING STALLWITHIN THE LOADING AND UNLOADING
ACCESS AISLE PAINT THE WORDS
"NO PARKING" IN 12" HIGH LETTERS MIN.
IN WHITE COLOR PER SEC 11B-502.3.3
NO
PARKING
TYP. PAVEMENT
SYMBOL PER
SEC 11B-502.3.3
AND 11B-703.7.2.1
DIMENSION TO
CENTERLINE OF
STRIPE TYP.
3' - 0"
3' - 0"
G0.5.2
13
1 1/2"
WALL
1 1/4" TO 1 1/2"
NOMINAL DIAMETER
34" MAX.
29" MIN.
27 MIN.
9" MIN.
6" MAX.8" MIN.
17" MIN.
17" MIN.
TO CENTERLINE
18" MIN.
30" MIN.
48" MIN.
19" MAX.
SIDE ELEVATION PLAN VIEW
TOE
CLEARANCE
12" MIN.12" MIN.
5' - 0"
5' - 0"60" DIA.
T-SHAPED SPACE FOR 180° TURNS60" DIAMETER SPACE
32" MIN.
24" MAX.
36" MIN.
MINIMUM CLEAR WIDTH
FOR SINGLE WHEELCHAIR
MINIMUM CLEAR WIDTH
FOR TWO WHEELCHAIRS
60" OR LONGER
60" MIN.
PLAN OF "HI-LOW" DRINKING FOUNTAIN
18"-19"
9" MIN.
27" MIN.
36" MAX.
KNEE CLEARANCE
8" MIN.
TOE DEPTH
6" MAX.
17" MIN. DEPTH
EQUIPMENT
PERMITTED IN
SHADED AREA
SPOUT HEIGHT AND KNEE CLEARANCE
AT DRINKING FOUNTAINS
FIGURE 11B-305.7.1
MANEUVERING CLEARANCE IN AN
ALCOVE, FORWARD APPROACH
36" MIN.
X
>
2
4
"
NOTE:
IF X = 18"MIN. ALCOVE DEPTH, THEN Y = 32" MIN.
IF ALCOVE DEPTH (X) IS GREATER THAN 24". THEN
ALCOVE WIDTH (Y) MUST BE MINIMUM OF 36" CLEAR.
48" MIN.
5" MAX.15" MIN.
Y
EQ
EQ
X
Y
EQ
EQ
X
DRINKING FOUNTAIN SPOUT LOCATION
FIGURE 11B-602.5
GRAB BAR MOUNTING LOCATION
AT DRINKING FOUNTAINS
AS FAR AS THE DRIKING FOUNTAIN
6" MAX.
34"-38"
NOTE:
EXTERIOR STAIRS ALL
TREADS ARE TO HAVE
WARNING STRIPES PER
SEC. 11B-504.4
*
ROUNDED NOSING
WARNING STRIPING AND HANDRAIL EXTENSIONS
11" MIN.
1.5"
MAX.
FLUSH RISER
1.25"
MAX.
RADIUS
60°
ANGLED NOSING
1.25"
MAX.
RADIUS
60°
34"- 38"
WIDTH MIN.
12" PLUS TREAD T
34"-38"
2" MIN. - 4" MAX.
1" MAX.
12" MIN.
34"-38"
T= TREAD WIDTH
12" MIN.
34"-38"
12" MIN.
GUIDE RAIL
CENTERED AT
3" +/-1" HIGH
GUIDE RAIL DETAIL
GUIDE RAIL
HANDRAIL
& CURB
34"-38"
48" MIN. CLEAR
DESIGN
TO SUIT
3" +/-1"
HIGH
WHEEL CHAIR
WHEEL GUIDE
DETAIL
18" MIN. INTERIOR
24" MIN. EXTERIOR
60" MIN.
DOOR WIDTH PLUS 42"
WALKING PERPENDICULAR TO A WALL
80" MIN.
4" MAX.
THAN 27"
WHEN HIGHER
WALKING PARALLEL TO A WALL
ANY AMOUNT
27" MAX.
27" MAX.
CANE RANGE
33" - 36"
17" - 18"
*REAR GRAB BAR
ALLOWED AT 36" A.F.F
AT TANK-TYPE TOILET
REAR WALL ELEVATION
12" MIN.24" MIN.
GRAB BAR
36" MIN.
TOP OF GRAB BAR
GRIPPING SURFACE
12" MAX.
GRAB BAR
42" MIN.
54" MIN.ALL DISPENSERS
40" MAX. TO
HIGHEST
OPERABLE PART
19" MIN.
17" - 19"
33" - 36"
SIDE WALL ELEVATION
7"-9"
24" MIN.
40
"
M
A
X
.
FREE-STANDING OVERHANGING OBJECTS
ELEVATIONPLAN
OVERHEAD HAZARDS
27"
.
80"
.
PROTECT SHADED
AREA FROM
CROSS-TRAFFIC
CANE DETECTION AREA
GREATER THAN 12"
GREATER THAN 12"
FLUSH ACTIVATOR
ON WIDE SIDE
1' - 6"
CENTERLINE
OF FIXTURE
18" MIN.
28" MIN
12 " MAX.
24" MIN.
18" MIN.
CLEAR
32" MIN.
DIA. CLEAR
60" MIN
TO EDGE OF
WATER CLOSET
1' - 6"FLUSH ACTIVATOR
ON WIDE SIDE
18" MIN.32" MIN.
60" MIN.
24" MIN.
48" MIN. CLEAR
32" MIN.
ACESSIBLE WATER CLOSET COMPARTMENT
WITHIN A MULTIPLE-ACCOMMODATION
TOILET FACILITY
PLAN
48" MIN CLEAR54" MIN.
60" MIN
12" MAX.
54" MIN.
4" MAX
24" MIN.
AMBULATORY ACCESSIBLE TOLIET COMPARTMENT
WITHIN A MULTIPLE-ACCOMMODATION
TOILET FACILITY
12" MAX.
54" MIN.
60" MIN.
17" - 19"
44" MIN.
35" - 37"
12" MAX.
54" MIN.
4" MAX.
60" MIN.
18" MIN.
PULL SIDE
FRONT APPROACH CONDITIONS
*ADD 6 INCHES AT EXTERIOR SIDE OF
EXTERIOR DOOR
HINGE SIDE APPROACH CONDITIONS
LATCH SIDE APPROACH CONDITIONS
PUSH SIDE
44" MIN.
24" MIN.
PUSH SIDE
24" MIN.
48" MIN.
DOOR PROVIDED WITH CLOSER
PULL SIDE
24" MIN.
60" MIN.
48" MIN.
PUSH SIDE
48" MIN.
12" MIN.
PUSH SIDE
DOOR PROVIDED WITH BOTH
CLOSER AND LATCH
36" MIN.
60" MIN.
PULL SIDE PUSH SIDE
22" MIN.
44" MIN.
PUSH SIDE
22" MIN.
48" MIN.
DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
90.00°
32" MIN.
HINGED DOOR
32" MIN.
SLIDING DOOR FOLDING DOOR
32" MIN.
NOTES:
1. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT.
2. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE
INSTALLED 34" MIN AND 48" MAX ABOVE THE FINISHED FLOOR.
914
36" MIN.
2032
80" MIN.
1372
54" MIN.
1067
42" MIN.
1295
51" MIN.
1372
54" MIN.
914
36" MIN.
1372
54" MIN.
1295
51" MIN.
2032
80" MIN.
1727
68" MIN.
1524
60" MIN.
1524
60" MIN.
914
36" MIN.
(B) SIDE (OFF-CENTERED) DOOR(A) CENTERED DOOR
(D) ANY DOOR LOCATION(C) ANY DOOR LICATION
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:19:28 AM
2308
ADA DETAILS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
G0.5.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/4" = 1'-0"1SINGLE AND VAN ACCESSIBLE PARKING
6" = 1'-0"2GRAB BAR SECTION
1/4" = 1'-0"3KNEE CLEARANCE AT ACCESSIBLE SINK
1/4" = 1'-0"6WHEEL CHAIR TURNAROUND
1/4" = 1'-0"7DRINKING FOUNTAIN
1/2" = 1'-0"8WARNING STRIPING AND HANDRAIL EXTENSIONS
1/4" = 1'-0"9RAMPS AND SIDEWALKS
1/4" = 1'-0"10LANDNG AT DOOR
1/4" = 1'-0"11PROTRUDING OBJECTS
1/4" = 1'-0"5OVERHANG AND OVERHEAD HAZARDS
1/4" = 1'-0"4SINGLE ACCOMMODATION TOILET FACILITY
ACCESSIBILITY NOTES
APPLICATION AND ADMINISTRATION
1. PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION THOSE
FEATURES OF FACILITIES AND EQUIPMENT THAT ARE REQUIRED TO BE ACCESSIBLE TO AND
USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR TEMPORARY INTERRUPTIONS IN SERVICE
OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS SHALL BE PERMITTE D. §11B 108
FLOOR OR GROUND SURFACES
1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. §11B-302.1
2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION,
PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL
LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT
SHALL BE ½ INCH MAXIMUM. §11B-302.2, FIGURE 11B-302.2
CHANGES IN LEVEL
3. VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE ¼ INCH HIGH
MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN ¼ INCH AND
NOT EXCEEDING ½ INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. §
11B-303, FIGURES 11B-303.2 & 11B-303.3
4. CHANGES IN LEVEL GREATER THAN ½ INCH IN HEIGHT SHALL BE RAMPED AND SHALL
COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE.
§11B-303
5. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN
WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES
SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR
SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES
MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE
REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR
DRIVEWAY. §11B-303.5
DOORS, DOORWAYS, AND GATES
3. DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED IN
ACCORDANCE WITH 11B-206.5 DOORS, DOORWAYS, AND GATES. §11B-206.5
4. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY
WITH 11B-404 DOORS, DOORWAYS, AND GATES. §11B-404.1
5. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR
OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE
OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24
INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO
PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE
THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34
INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES.
§11B-404.2.3
6. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH
TABLE 11B- 404.2.4.1. §11B 404.2.4.1
7. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR
FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE
11B-404.2.4.2. §11B-404.2.4.2
8. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY
OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN 24
INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES
BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR
GATE. §11B 404.2.4.3
9. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½ INCH HIGH MAXIMUM. RAISED
THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 11B-302 FLOOR OR
GROUND SURFACES AND 11B- 303 CHANGES IN LEVEL. §11B 404.2.5
10. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES
SHALL COMPLY WITH 11B-309.4 OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL BE
34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE
EXPOSED AND USABLE FROM BOTH SIDES. §11B-404.2.7
11. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS
SHALL BE AS FOLLOWS: §11B-404.2.9
A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM.
B. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM.
C. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
D. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM.
12. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR
GROUND MEASURED VERTICALLY SHALL HAVE SMOOTH SURFACE ON THE PUSH SIDE
EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR
VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE
OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES
SHALL BE CAPPED. §11B-404.2.10
DRINKING FOUNTAINS
1. DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 PROTRUDING OBJECTS AND
11B-602 GENERAL REQUIREMENTS. §11B-602.1
2. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305
CLEAR FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED
ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE
CLEARANCE SHALL BE PROVIDED. §11B-602.2
3. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §
11B-602.4
4. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5
INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. §11B-602.5
5. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE
LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER
STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT.
WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES FROM THE FRONT OF THE UNIT, THE ANGLE
OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED
BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF
THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. §11B-602.6
6. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES
MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-602.7
7. WALL AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES
MINIMUM AND 19 INCHES MAXIMUM IN DEPTH. §11B-602.8
8. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES,
POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO
ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN SUCH A DRINKING
FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM,
AND SHALL COMPLY WITH SECTION 11B-305.7 MANEUVERING CLEARANCE. WHEN USED, WING
WALLS OR BARRIERS SHALL PROTECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING
FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. §
11B-602.9
TOILET AND BATHING ROOM CLEARANCES
9. DOORS TO UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY
LATCHES. §11B-213.2.1
10. MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITHIN
THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS
SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-603.3
11. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN
SECTION 11B-308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES
MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE
SHELF NO HIGHER THAN 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B-603.4
12. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER
ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE
LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE
40 INCHES MAXIMUM ABOVE THE FINISH FLOOR. BABY CHANGING STATIONS ARE NOT
REQUIRED TO COMPLY WITH SECTION 11B-603.5 (SEE EXCEPTION) §11B-603.5
WATER CLOSETS AND TOILET COMPARTMENTS
13. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH
CONTROLS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION EXCEPT THEY SHALL BE
LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON
THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS
COMPLYING WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. §
11B-604.6
14. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION AND SHALL
BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED
TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE
GRAB BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED
BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR
THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. §11B-604.71/4" = 1'-0"12MANEUVERING CLEARANCES AT DOORS
1/4" = 1'-0"15CLEAR WIDTH OF DOORWAYS
25
No.Description Date
6 PC SUBMITTAL 03 04/28/25
6
6
1/4" = 1'-0"16ELEVATOR CAR DIMENSION
6
SYMBOL PROPORTIONS
DISPLAY CONDITIONS INTERNATIONAL TDD SYMBOL
INTERNATIONAL SYMBOL OF
ACCESS FOR HEARING LOSS
6"
VARIES
TEXT
3" HIGH LETTERS
COLOR: CONTRASTING
DIRECTIONAL SIGN 3" MIN
CAP HEIGHT
COLOR: CONTRASTING
COLOR: WHITE
NOTE: CHARACTERS AND
BACKGROUND ARE EGGSHELL
PAINTED
NOTE: SIMILAR TO NON-
ACCESSIBLE RESTROOMS
NOTE: INACCESSIBLE
ENTRANCES SHALL HAVE
DIRECTIONAL SIGNAGE TO
INDICATE THE ROUTE TO THE
NEAREST ACCESSIBLE
ENTRANCE
3"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY COLOR: BLUE
RESERVED
PARKING
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT THE
OWNER'S EXPENSE. TOWED
VEHICLES MAY BE RECLAIMED
AT:
OR BY TELEPHONING
------------
1' - 5"
1' - 10"
1' - 6"
1' - 0"
VAN
ACCESSIBLE
80
"
m
i
n
.
3" WHERE
APPLICABLE AT
PUSH SIDE -4
1/2" AT LATCH
SIDE
TACTILE EXIT SIGN ON WALL
AT LATCH SIDE OF DOOR
48" MIN
EXIT STAIR/
RAMP DOWN
EXIT STAIR/ RAMP DOWN
EXIT
EXIT
9"
3
"
4
"
9"
1/2" MARINE PLYWOOD, FINISHED WITH 3
COATS OF WTER BASED POLYURETHANE,
SEMI GLOSS WITH 3M ADHESIVE FILM
1/32" RAISED GRAVOTAC(COLOR 37058) OR
SIMILAR, 80PT FUTURA MD BT, TRACKING 150
1/16" BALLS FOR BRAILLE PRESS FIT
.....
48" MIN ABOVE THE
FINISH FLOOR MEASURED
FROM THE BASELINE
OF THE BRAILLE
BUILDING
BUILDING ID: 9"
TEXT TYPE: SANS-SERIF, UPPERCASE, RAISED 1/32" MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8" MINIMUM, 2" MAXIMUM, 9" FOR
BUILDING IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1,
AND STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.
INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DTL.
2 / A0.6
BACKGROUND MATERIAL: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH WALL COLOR
SYMBOLS AND CHARACTERS: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH BACKGROUND
COLOR.
G.
H.
EXIT
RAMP UP
EXIT RAMP UP
6" MIN.
1/2" MAX.
3/8" MIN. TO
1/2" MIN
48" MIN.
60" MAX.
BACKGROUND MATERIAL: EGGSHELL
OR MATTE FINISH, CONTRASTING
WITH WALL COLOR
SYMBOLS AND CHARACTERS:
EGGSHELL OR MATTE FINISH,
CONTRASTING WITH BACKGROUND
COLOR.
TEXT TYPE: SANS-SERIF, UPPERCASE,
RAISED 1/32" MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8"
MINIMUM, 2" MAXIMUM, 9" FOR
BUILDING IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-
HEIGHT RATIO OF BETWEEN 3:5 AND
1:1, AND STROKE WIDTH-TO-HEIGHT
RATIO BETWEEN 1:5 AND 1:10.
6" MIN.
6" MIN.EXIT
EXIT
1/2" MAX.
3/8" MIN. TO
1/2" MIN
60" MAX.
48" MIN.
BACKGROUND MATERIAL: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH WALL COLOR
SYMBOLS AND CHARACTERS: EGGSHELL OR
MATTE FINISH, CONTRASTING WITH
BACKGROUND COLOR.
TEXT TYPE: SANS-SERIF, UPPERCASE, RAISED 1/32"
MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8" MINIMUM,
2" MAXIMUM, 9" FOR BUILDING IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-HEIGHT RATIO
OF BETWEEN 3:5 AND 1:1, AND STROKE WIDTH-
TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.EXIT
3"
6" MIN.
BACKGROUND MATERIAL: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH WALL COLOR
SYMBOLS AND CHARACTERS: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH BACKGROUND
COLOR.
DIRECTIONAL SIGN,
3" MIN CAP HEIGHT,
COLOR:
CONTRASTING
200
MAX.
CAPACITY
5/8"
1"
1"
1"
5/8"
6" MIN.
6" MIN.
BACKGROUND MATERIAL: EGGSHELL
OR MATTE FINISH, CONTRASTING WITH
WALL COLOR
SYMBOLS AND CHARACTERS:
EGGSHELL OR MATTE FINISH,
CONTRASTING WITH BACKGROUND
COLOR.
TEXT TYPE: SANS-SERIF, UPPERCASE,
RAISED 1/32" MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8"
MINIMUM, 2" MAXIMUM, 9" FOR
BUILDING IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-
HEIGHT RATIO OF BETWEEN 3:5 AND
1:1, AND STROKE WIDTH-TO-HEIGHT
RATIO BETWEEN 1:5 AND 1:10.
EXIT
STAIR
DOWN
STAIR
BACKGROUND MATERIAL: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH WALL COLOR
SYMBOLS AND CHARACTERS: EGGSHELL OR
MATTE FINISH, CONTRASTING WITH
BACKGROUND COLOR.
TEXT TYPE: SANS-SERIF, UPPERCASE, RAISED
1/32" MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8"
MINIMUM, 2" MAXIMUM, 9" FOR BUILDING
IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-HEIGHT
RATIO OF BETWEEN 3:5 AND 1:1, AND
STROKE WIDTH-TO-HEIGHT RATIO BETWEEN
1:5 AND 1:10.
SEE SPECIFICATIONS SECTION
10431 PER CALIFORNIA
CONTRACTED GRADE II BRAILLE
C.
6" MIN.
6" MIN.
A4
A4
6" MIN.
6" MIN.
1/2" MAX.
3/8" MIN. TO
1/2" MIN.
48" MIN.
60" MAX.
SEE SPECIFICATIONS SECTION 10431
PER CALIFORNIA
CONTRACTED GRADE II BRAILLE
BACKGROUND MATERIAL: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH WALL COLOR
SYMBOLS AND CHARACTERS: EGGSHELL OR MATTE
FINISH, CONTRASTING WITH BACKGROUND
COLOR.
TEXT TYPE: SANS-SERIF, UPPERCASE, RAISED
1/32" MINIMUM ABOVE
BACKGROUND SURFACE HEIGHT 5/8"
MINIMUM, 2" MAXIMUM, 9" FOR BUILDING
IDENTIFICATION
LETTER PROPORTIONS: WIDTH-TO-HEIGHT
RATIO OF BETWEEN 3:5 AND 1:1, AND
STROKE WIDTH-TO-HEIGHT RATIO BETWEEN
1:5 AND 1:10.
A.
D.
E.
B.
F.
INTERNATIONAL SYMBOL OF
ACCESSIBILITY PER DTL.
2 / A0.6
SEE SPECIFICATIONS SECTION 10431 PER
CALIFORNIA
CONTRACTED GRADE II BRAILLE
SEE SPECIFICATIONS SECTION 10431
PER CALIFORNIA
CONTRACTED GRADE II BRAILLE
1. SEE FLOOR PLAN/DOOR SCHEDULE FOR SIGNAGE LOCATION. SEE 4 / A0.6
FOR ADDITIONAL INFORMATION ON SIGNAGE.
2. ROOM NAMES/NUMBERS TO BE SPECIFIED BY THE DISTRICT U.O.N.
NOTES:
6" MIN.
ROOM NAME
A4
ROOM NAME
60" MAX.
48" MIN.
1/2" MAX.
3/8" MIN. TO
1/2" MIN
INTERNATIONAL SYMBOL
OF ACCESSIBILITY PER DTL.
2 / A0.6
BACKGROUND MATERIAL:
EGGSHELL OR MATTE FINISH,
CONTRASTING WITH WALL
COLOR
SYMBOLS AND CHARACTERS:
EGGSHELL OR MATTE FINISH,
CONTRASTING WITH
BACKGROUND COLOR.
ROOM NAME: 1"
(PER DISTRICT)
BUILDING &
ROOM NO: 2"
SEE SPECIFICATIONS SECTION
10431 PER CALIFORNIA
CONTRACTED GRADE II BRAILLE
BACKGROUND MATERIAL:
FINISH & COLOR: NON-GLARE
FINISH,CONTRASTING WITH WALL
COLORMAXIMUM
OCCUPANTS
1,234
*
MAXIMUM
OCCUPANTS
1,234 SEATING
575 DINING*
*
SYMBOLS AND CHARACTERS:
FINISH & COLOR: NON-GLARE
FINISH, MINIMUM 70%
CONTRAST WITH BACKGROUND
COLOR.
TEXT:
LETTER TYPE: SANS SERIF,
UPPERCASE, ARABIC
NUMERALS
HEIGHT: 1"
LETTER PROPORTIONS:
WIDTH-TO-HEIGHT RATIO
BETWEEN 3:5 AND 1:1;
STROKE WIDTH TO
HEIGHT RATIO BETWEEN
1:5 AND 1:10
WHERE ROOM HAS MORE THAN ONE
USE, LIST THE MAXIMUM OCCUPANTS
FOR EACH USE.
* LIST NUMBER OF OCCUPANTS BASED ON THE
REQUIREMENTS OF CHAPTER 10, UNIFORM BUILDING
CODE / CALIFORNIA BUILDING CODE; SEE SIGNAGE
SCHEDULE IN SPECIFICATIONS.
PROVIDE SIGNS WITH DIMENSIONS
AS REQUIRED TO ACCOMMODATE
THE REQUIRED INFORMATION AND
TEXT
SIZES INDICATED. POST OCCUPANT
LOAD SIGN IN A CONSPICUOUS
PLACE NEAR THE MAIN EXIT OR
EXIT-ACCESS DOORWAY IN
ASSEMBLY ROOMS.
NOTE:
THIS DETAIL ILLUSTRATES THE CRITERIA FOR OCCUPANT LOAD SIGNS. SEE SPECIFICATIONS
FOR SPECIFIC SIGNAGE INFORMATION.
AUDITORIUM (AUDITORIUM & SHOWROOM COMBINED) MAXIMUM OCCUPANT LOAD= 539
LOBBY MAXIMUM OCCUPANT LOAD=413
SHOWROOM MAXIMUM OCCUPANT LOAD= 253
4' - 6"
EXIT ROUTE
7 1/4"
9"
3"
CLEAR AREA
18" MIN.
EVACUATION MAP AND
TACTILE EXIT SIGN
EXIT ROUTE
EXIT ROUTE
9"
3
"
1/2" MARINE PLYWOOD, FINISHED WITH 3
COATS OF WTER BASED POLYURETHANE,
SEMI GLOSS WITH 3M ADHESIVE FILM
1/32" RAISED GRAVOTAC(COLOR 37058) OR
SIMILAR, 80PT FUTURA MD BT, TRACKING 150
1/16" BALLS FOR BRAILLE PRESS FIT
48" MIN TO THE BOTTOM OF BRAILLE
EXIT ROUTE
7 1/4"
9"
3"
CLEAR AREA
18" MIN.
EVACUATION MAP AND
TACTILE EXIT SIGN
EMERGENCY EXIT PLAN
9"
7"
1
/
4
"
1/2" MARINE PLYWOOD, FINISHED WITH 3
COATS OF WTER BASED POLYURETHANE,
SEMI GLOSS WITH 3M ADHESIVE FILM
LASER ETCHED ON 1/2" MARINE PLYWOOD,
LASER CUT DEPTH TO BE 1/32"
LASER ETCHED ON 1/2" MARINE PLYWOOD,
LASER CUT DEPTH TO BE 1/32" - PAINTED
RED AT 'YOU ARE HERE' SYMBOL AND EXIT
ROUTE LINE
...
MIN.
5' - 0"
ALL
GENDER
MULTI-USER
RESTROOM
EQ.EQ.
ALL
GENDER
MULTI-USER
RESTROOM
FUTURA MD BT, 80PT
EQUILATERAL TRIANGLE WITHIN 12" DIAMETER CIRCLE
1/32" RAISED GRAVOTAC OR EQUIVALENT TYPE ON
PANTONE 425C COLORED RESIN PLAQUE FOR
TRIANGLE - SET IN 12" DIAMETER WHITE CIRCLE
1/4" THICK COMBINED CIRCLE AND TRIANGLE
SYMBOL
VERTICES OF THE TRIANGLE SYMBOL LOCATED
WITHIN 1/4" FROM THE EDGE OF THE CIRCLE
ALL-GENDER
MULTI-USER
.....................
ALL-GENDER
MULTI-USER
4' - 8"
48" MIN. 60" MAX.
MIN.
5' - 0"
FUTURA MD BT, 80PT
1/32" RAISED GRAVOTAC OR EQUIVALENT
TYPE ON PANTONE 425C COLORED RESIN
PLAQUE FOR RECTANGLE WITH WHITE
OUT FOR SYMBOLS
MEN
MEN
1/16" BALLS FOR
BRAILLE PRESS FIT
MEN
MEN
WOMEN
WOMEN
UNISEX
UNISEZ
RESTROOMS
RESTROOMS
MEN
HANDICAPPED
ACCESSIBLE
RESTROOM ON
FIRST FLOOR
MEN
MEN
11"
3 1/2"
4' - 3"
11"
WALL MOUNTED SIGNAGE
TO BE LOCATED ON LATCH
SIDE OF DOOR CLEAR OF
DOOR-SWING, MOUNT AT
60" TO CENTERLINE OF
SIGN FROM FLOOR
UNISEX
UNISEZ
UNISEX
UNISEZ
5' - 0"
EQ.EQ.
DOOR MOUNTED SIGNAGE (TYP.)
NOTE: PICTOGRAMS AND/OR
LETTERING ARE NOT REQUIRED
ON DOOR-MOUNTED SIGNAGE
1
2
"
12"
1
2
"
PANTONE 425C
COLORED RESIN PLAQUE
PANTONE 425C COLORED
RESIN PLAQUE FOR
TRIANGLE - SET IN 12"
DIAMETER WHITE CIRCLE
78" MIN.
EQ.EQ.
SYMBOL TO BE
PERMANENTLY ATTACHED
AT EACH SIDE OF
HOISTWAY DOOR FRAME
OF ELEVATOR
ELEVATOR
48" MIN. 60" MAX.
INTERNATIONAL
SYMBOL FOR
EMERGENCY MEDICAL
SERVICES: STAR OF
LIFE
BRAILLE
TRANSLATION: MAIN
RAISED STAR: 2" OD,
ALL POINTS EQUAL
LENGTH
RAISED CHARACTERS:
2"
BRAILLE
TRANSLATION:
CORRESPINDING THE
CHARACTERS
STAR AND
CHARACTERS SHALL
BE WHITE ON A
BLACK BACKGROUND
FLOOR DESIGNATION
SIGNAGE
.
3" WHERE
APPLICABLE AT
PUSH SIDE -4
1/2" AT LATCH
SIDE
INTERIOR ROOM
IDENTIFICATION SIGN
(TACTILE) - WHERE
OCCURS
48" MIN
ROOM 201
KOREMATSU
9"
3
"
1/2" MARINE PLYWOOD, FINISHED WITH 3
COATS OF WTER BASED POLYURETHANE,
SEMI GLOSS WITH 3M ADHESIVE FILM
1/32" RAISED GRAVOTAC(COLOR 37058) OR
SIMILAR, 80PT FUTURA MD BT, TRACKING 150
1/16" BALLS FOR BRAILLE PRESS FIT
.....
48" MIN ABOVE THE
FINISH FLOOR MEASURED
FROM THE BASELINE
OF THE BRAILLE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:19:33 AM
2308
ADA SIGNAGE
DETAILS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
G0.5.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1" = 1'-0"8INTERNATIONAL ACCESSIBILITY SYMBOLS
3" = 1'-0"9ADA ACCESSIBLE DIRECTION SIGNAGE2
1 1/2" = 1'-0"13SINGLE AND VAN ACCESSIBLE PARKING
1/2" = 1'-0"3(SIGN TYPE A) EXIT SIGNAGE
3" = 1'-0"2ADA SIGNAGE & ROOM IDENTIFICATION SIGN2
1/2" = 1'-0"1ADA OCCUPANT LOAD SIGN2
1/2" = 1'-0"4(SIGN TYPE B) EXIT ROUTE SIGNAGE1
1/2" = 1'-0"5(SIGN TYPE C) EVACUATION MAP SIGNAGE1
1/2" = 1'-0"7(SIGN TYPE E) ALL GENDER RESTROOM SIGNAGE
SIGNS AND IDENTIFICATION
1. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE
OF THE DOOR AT THE LATCH SIDE. [§11B-703.4.2 CBC]
2. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR SPACE OF
18” MINIMUM BY 18” MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED
BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE
OPEN POSITION. [§11B-703.4.2 CBC]
3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48”MINIMUM ABOVE THE FINISH FLOOR
OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60”
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE
OF THE HIGHEST LINE OF RAISED CHARACTERS. [§11B-703.4.1 CBC]
4. CHARACTER SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER
“O” IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. [§
11B-703.2.4 CBC]
5. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL
BE 5/8” MINIMUM AND 2” MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE “I”. [§
11B-703.2.5 CBC]
6. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15% OF THE MAXIMUM HEIGHT
OF THE CHARACTER. [§11B-703.2.6 CBC]
7. CHARACTERS AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. CHARACTERS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK
BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. [§11B-703.5.1 CBC]
8. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL
CONTRAST WITH THEIR FIELD, WITH EITHER LIGHT PICTOGRAM ON A DARK FIELD OR DARK
PICTOGRAM ON A LIGHT FIELD. [§11B-703.6.2 CBC]
9. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH.
SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT
CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. [§
11B-703.7.1 CBC]
10. VISUAL CHARACTERS SHALL BE 40” MINIMUM ABOVE FINISH FLOOR OR GROUND. [§
11B-703.5.6 CBC]
11. [§11B-703.2 & 11B-703.3 CBC] RAISED CHARACTERS AND SHALL COMPLY WITH THE
FOLLOWING TO THE FOLLOWING:
a. RAISED CHARACTERS SHALL BE 1/32" MINIMUM ABOVE THEIR BACKGROUND. AND SHALL BE
SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS SHALL
NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.
b. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL
BE 5/8" MINIMUM AND 2” MAXIMUM BASED ON THE HEIGHT OF AN UPPERCASE “I”.
12. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6” MINIMUM. CHARACTERS AND BRAILLE
SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. [§11B-703.6.1 CBC]
13. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED BELOW THE PICTOGRAM FIELD. [§
11B-703.6.3 CBC]
14. [§11B-703.3 & TABLE 703.3.1 CBC] BRAILLE SHALL BE CONTRACTED (GRADE 2). BRAILLE
DOTS SHALL BE CIRCULAR OR ROUNDED SHAPE AND COMPLY WITH THE FOLLOWING:
a. DOT BASE DIAMETER SHALL BE 0.059” TO 0.063”.
b. DISTANCE BETWEEN TWO DOTS IN THE SAME CELL SHALL BE 0.100”
c. DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS SHALL BE 0.300”.
d. DOT HEIGHT SHALL BE 0.025” TO 0.037”.
e. DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW SHALL BE
0.395” TO 0.400”.
15. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN
EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD.
WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN
DIAMETER. GEOMETRIC (CIRCLE & TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE
CENTERED ON THE DOOR AT A HEIGHT OF 58”-60" AND THEIR COLOR AND CONTRAST SHALL
BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR.
1/2" = 1'-0"10(SIGN TYPE F) ADA RESTROOM SIGNAGE
1/2" = 1'-0"11(SIGN TYPE G) ADA RESTROOM DOOR SIGNAGE
1/2" = 1'-0"12(SIGN TYPE H) ELEVATOR SIGNAGE
25
No.Description Date
6 PC SUBMITTAL 03 04/28/25
1/2" = 1'-0"6(SIGN TYPE D) ROOM IDENTIFICATION SIGNAGE
66
6
8'-0" MIN.
5'-0" AFF
APPROACH
15" FRONT
APPROACH
15" FRONT
APPROACH
2'-0" SIDE
SIGN
9"
BRAILLE
LOCATE SIGN
ON LATCH SIDE
OF DOOR
ROOM AND SPACE SIGNAGE SWITCH, STROBE, THERMOSTAT AND OUTLET
8'-0" MAXIMUM
1' - 0"
48" MAX.
8"6"
SWITCH(S) OR DIMMER(S)
GANG UNDER ONE PLATE
THERMOSTAT WHERE
OCCURS - CONFIRM W/
FURNITURE DRAWINGS
OUTLET WHERE OCCURS
STROBE WHERE OCCURS
1' - 0"
8'-0" MAXIMUM
EQ.
(TO
CORNER)
EQ.
(TO
CORNER)
ALTERNATE: SET OFF
CORNER
ALTERNATE: CENTERED
ON WALL
CL CL
8'-0" MAXIMUM
48" MAX.
6"8"
FINISHED OPENING
STROBE WHERE
OCCURS
SWITCH(S) OR
DIMMER(S) GANG
UNDER ONE PLATE
THERMOSTAT
WHERE OCCURS
SWITCH, STROBE, THERMOSTAT
CL
8"
48" MAX.
8'-0" MAXIMUM
SCHEDULED DOOR AND
FRAME
STROBE WHERE OCCURS
CARD READER / EGRESS BUTTON
THERMOSTAT WHERE OCCURS
DOOR LEVER
CARD READER/EGRESS BUTTON @ DOOR
CL
ACCESSIBLE 4'-0"
TYPICAL 5'-6"
SCHEDULED
DOOR AND
FRAME
COAT HOOK, ON
INSIDE FACE OF
DOOR
MOUNTING HEIGHT AT COAT HOOK
COAT HANGERS
COAT ROD AND SHELF COAT HOOK STRIP
6"
ACCESSIBLE
3' - 4"
5' - 6"
ROD
5' - 6"
SHELF
ELECTRICAL DEVICES AT MILLWORK
ACCESSIBLE COUNTER WITH SIDE REACH OVER COUNTER TOP
FRONT FRONT SIDE
48" MAX.
2' - 10"
1' - 6"
3' - 0"
1' - 6"
7' - 0"
ELECTRIC OR
DATA OUTLETTELEPHONE OR DATA OUTLET
UNDER COUNTERTOP WHERE NO
BASE CABINET EXISTS
WALL
CABINET
WALL
CABINET
BASE
CABINET
BASE
CABINET
4'-0" MIN.
2'-6" MIN.
NICHE DEPTH
2' - 0" MAX.
17" - 19"
CLEAR
FLOOR
SPACE
MOUNTING HEIGHT AT OPEN DOOR
CL
48" MAX.6' - 8" MAXIMUM
6"
STROBE WHERE OCCURS
NOTE: SWITCHES
ADJACENT TO EXISTING
SWITCHES ARE TO MATCH
THEIR ELEVATION
SWITCH(S) OR
DIMMER(S) GANG
UNDER ONE COMMON
FACE PLATE
THERMOSTAT WHERE OCCURS
DOOR LEVER
SCHEDULED DOOR IN
OPEN POSITION
NOTE:CLOSET 4'-0" WIDE AND LESS: ALL COAT STORAGE (ROD AND
SHELF) TO BE MOUNTED PER ACCESSIBILITY REQUIREMENTS.
CLOSET GREATER THAN 4'-0" WIDE: 2'-0" LENGTH OF COAT STORAGE
(ROD AND SHELF) TO BE MOUNTED PER ACCESSIBILITY REQUIREMENTS.
FIREFIGHTER'S
HANDSET
FIRE ALARM
PULL BOX
FIRE EXTINGUISHER
WALL MOUNTED CABINET
FIRE EXTINGUISHER
WALL HUNG
FIRE EXTINGUISHER IN
RECESSED CABINET
FIRE EXTINGUISHER
AND FIRE HOSE
VALVE IN RECESSED
CABINET
FIRE EXTINGUISHER, FIRE
HOSE VALVE AND FIRE
DEPARTMENT VALVE IN
RECESSED CABINET
FIRE DEPARTMENT VALVE
IN RECESSED CABINET
FH
10 1/2"
1' - 4"
4' - 11"
PULL
3' - 6"
MINIMUM
1' - 3"
4' - 0" MAXIMUM
4' - 0" MAXIMUM
4' - 0" MAXIMUM
3' - 6"
CL
CL
CL
3' - 6"
MIN.MIN.
6' - 8"
FIRE
EXTINGUISHER
CABINET
OUTLETS
FIRE ALARM STROBE WHERE
OCCURS
CENTERLINE OF COLUMN
WHERE OCCURS
381
15" MIN
1219
48" MAX
1219
48" MAX
508
20" MAX
(a)(b)
1118
44" MAX
508-835
>20-25 MAX
APPROX 12"
24".
381
15" MIN
1219
48" MAX
254
10" MAX
1219
48" MAX
254
10" MAX
864
34" MAX
(a)(b)
1168
46" MAX
254-610
>10-24 MAX
864
34" MAX
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:19:38 AM
2308
MOUNTING
HEIGHTS AND
REACH RANGES
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
G0.5.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"1TYPICAL MOUNTING HEIGHTS2
25
No.Description Date
3 PC01 CORRECTIONS 03/28/25
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
6 PC SUBMITTAL 03 04/28/25
1/2" = 1'-0"2UNOBSTRUCTED FORWARD REACH
1/2" = 1'-0"3OBSTRUCTED HIGH REACH
1/2" = 1'-0"4SIDE REACH LIMITATIONS
1/2" = 1'-0"5UNOBSTRUCTED SIDE REACH
1/2" = 1'-0"6OBSTRUCTED HIGH SIDE REACH
6
1' - 0"
EQ.
EQ.
EQ.
TYP.
1' - 0"
EQ.
ATTACHMENT OF LIGHT FIXTURES AND AIR TERMINALS TO CEILING GRID
(SEE NOTE NO. 23 ABOVE)
2 EACH SIDE
4 EACH SIDE
#8 SELF-TAPPING
SHEET METAL
SCREWS
24" LONG FIXTURE
OR AIR TERMINAL
48" LONG FIXTURE
OR AIR TERMINAL
FIXED END
FREE END
FR
E
E
E
N
D
FI
X
E
D
E
N
D
12 GA. HANGER WIRE
8" OR 1/4 LENGTH OF
END TEE FROM WALL.
SEE NOTE 3 OF THE
CEILING GENERAL
NOTES.
CEILING GRID MEMBER
ATTACHED TO TWO
ADJACENT WALLS
ONLY. SEE NOTE 5 OF
THE CEILING GENERAL
NOTES AND DETAIL
8 / A0.4.4
CEILING GRID MEMBER ATTACHED TO
TWO ADJACENT WALLS ONLY. SEE NOTE 5
OF THE CEILING GENERAL NOTES AND
DETAIL 8 / A0.4.4
12 GA. HANGER WIRES
@48" 0.C. MAXIMUM -
SEE NOTES 1, 2, & 3
OF THE CEILING
GENERAL NOTES
CROSS RUNNERS @
24" O.C. MAXIMUM
MAIN RUNNER @
48" O.C.
MAXIMUM
LIGHT FIXTURES & HVAC
GRILLES - SEE NOTE
19, 20, & 21 OF THE
CEILING GENERAL
NOTES.
SEE NOTES 10A & 10B OF
THE CEILING GENERAL
NOTES DETAIL 1 / A0.4.4
AND FOR SPACING OF
BRACING ASSEMBLIES
SEE NOTES 10A & 10B
OF THE CEILING
GENERAL NOTES
DETAIL 1 / A0.4.4
AND FOR SPACING OF
BRACING ASSEMBLIES
SEE NOTES 10A & 10B OF THE CEILING
GENERAL NOTES DETAIL 1 /A0.4.4
AND FOR SPACING OF BRACING
ASSEMBLIES
TYP. 12 GA SPLAYED BRACING WIRES &
COMPRESSION POST.
SEE NOTES 9 & 10 OF THE CEILING GENERAL
NOTES AND DETAIL 1 / A0.4.4
CEILING GRID MEMBERS NOT
ATTACHED TO ADJACENT WALLS. SEE
NOTE 7 OF THE CEILING GENERAL
NOTES AND DETAIL 8 / A0.4.4
SAME CRITERIA AS
NOTED ABOVE ARE
APPLICABLE AT 24" X
24" GRID.
12 GA SPLAYED
BRACING WIRES &
COMPRESSION POST.
SEE NOTES 9 & 10 OF
THE CEILING GENERAL
NOTES AND DETAIL
1 / A0.4.4
TYP. 12 GA. HANGER
WIRE 8" OR 1/4
LENGTH OF END TEE
FROM WALL.
SEE NOTE 3 OF THE
CEILING GENERAL
NOTES.
12 GA. HANGER
WIRES @48" 0.C.
MAXIMUM -
SEE NOTES 1, 2, & 3
OF THE CEILING
GENERAL NOTES
TYP. HANGER WIRE AND
BRACING WIRE
ATTACHMENT TO
STRUCTURE. SEE NOTE 16
OF THE CEILING GENERAL
NOTES
SEE NOTES 10A & 10B
OF THE CEILING
GENERAL NOTES DETAIL
1 / A0.4.4
AND FOR SPACING OF
BRACING ASSEMBLIES
PLAN
SECTION
1 1/2"
1/2" MIN
1 1/2"
MAXIMUM LENGTH: SEE CHART
1 1/4"
1 1/4"
6" MINIMUM
6" MINIMUM
3/4" MIN.
#12 X 1" SELF-TAPPING SCREWS INTO STEEL DECK,
OR TWO 3/8" DIA. EXPANSION ANCHORS 2"
MINIMUM
EMBED INTO CONCRETE, SEE DETAILS
1/8" X 2" WIDE X 3" X 3" BENT STEEL PLATE
TWO 1/4" DIA. MACHINE BOLTS WITH FLAT WASHER
AT NUTS, AND TWO NUTS EACH. DO NOT CRUSH
EMT.
ELECTRICAL CONDUIT (EMT)
COMPRESSION POST - SEE CHART BELOW FOR SIZE
TWO #12 SHEET METAL SCREWS THROUGH
BOTH SIDES OF SLEEVE & POST
ELECTRICAL CONDUIT (EMT) SLEEVE ONE SIZE
LARGE THAN COMPRESSION POST
ONE 1/4" DIA. MACHINE BOLT WITH FLAT WASHER
AT HEAD AND AT NUTS, AND TWO NUTS,
THROUGHBOTH SIDES OF SLEEVE AND THROUGH
MAIN RUNNER. DO NOT CRUSH MAIN RUNNER.
MAIN RUNNER (TYP.)
ELECTRICAL CONDUIT (EMT) POST
METAL STUD POST
MIN
1 1/4"
MAXIMUM LENGTH: SEE CHART
(TYP.)
6" MINIMUM
2 #10 SHEET METAL SCREWS EACH SIDE OF
TRACK (TYP.)
BOTTOM OF STRUCTURE
1 5/8" X 20 GAUGE METAL STUD TRACK
SPANNING 2 FLUTES W/ FOUR #8 X 1/2"
SELF-TAPPING SCREWS INTO STEEL DECK,
OR TWO 3/8" DIA. EXPANSION ANCHORS
[ICC-ER 1917], 2" MINIMUM EMBED INTO
CONCRETE, SEE DETAILS
1-5/8" X 20 GAUGE METAL STUD COMPRESSION
POST
ATTACH STUD TO MAIN RUNNER W/ ONE 1/4"
DIA. MACHINE BOLT WITH FLAT WASHER AT HEAD
AND TWO NUTS, THROUGH STUD AND MAIN
RUNNER. DO NOT CRUSH MAIN RUNNER.
COMPRESSION POST CHART
COMPRESSION POST MINIMUM
CROSS
SECTIONAL
AREA "A"
MINIMUM
RADIUS OF
GYRATION
"R" OR "Ry"
CEILING TO
STRUCTURE
MAXIMUM LENGTH
OF COMPRESSION
POST
1/2" DIA. EMT
3/4" DIA. EMT
1" DIA. EMT
1 5/8" X 20 GAUGE
METAL STUD
(2) 2 1/2" X 20
GAUGE METAL
"T" STUDS
0.088 IN.2
0.134 IN.2
0.198 IN.2
0.155 IN.2
0.348 IN.2
0.238 IN.
0.309 IN.
0.392 IN.
0.454 IN.
0.71 IN.
3'-10"
5'-0"
6'-6"
7'-6"
15'-0"
NOTE: USE EMT OR METAL STUD COMPRESSION POST WITH ACCEPTABLE CEILING TO STRUCTURE
LENGTH LISTED IN CHART.
OR 8" MAX (TYP)
LESSER OF 1/4
LENGTH OF RUNNER,
LINE OF WALL (TYP).
MFR'S. APPROVED PERIMETER CLIP @
EACH RUNNER
FIRST RUNNER PARALLEL TO WALL (TYP.)
WALL MOLDING W/ SHEET METAL SCREW INTO EACH STL STUD OR
1/4" EXPANSION ANCHOR, 1 1/4" MINIMUM EMBED, @ 24" O.C.
MAX. AT CONC.WALL (TYP.)
ATTACHED TO WALL
(AT TWO ADJACENT WALLS ONLY - SEE
NOTE 4 OF THE CEILING GENERAL NOTES)
2"
MIN.
3/4" CLR.
8" MAX (TYP)
LESSER OF 1/4 LENGTH
OR RUNNER, OR
NOT ATTACHED TO WALL
(AT OPPOSITE WALLS)
HANGER WIRE - SEE NOTE 1 OF THE
CEILING GENERAL NOTES (TYP.)
A.) 3/4" COLD ROLLED STEEL STABILIZER
CHANNEL
OR
B.) SLOTTED ANGLE INTERLOCKING STRUT -
SEE NOTE 6 OF THE CEILING GENERAL NOTES
A.
B.
(OMIT IF FIRST RUNNER PARALLEL TO WALL IS
WITHIN 12" OF WALL) [REF. DSA IR25-2.10, FIG
2.]
(TYP)
45.00° MAX
(TYP)
45.00° MAX.
12 GA. VERTICAL HANGER WIRES
AT 4' - 0" ON CENTER EACH WAY.
SEE NOTES 1,2, & 3 OF THE
CEILING GENERAL NOTES
FOUR 12 GA, SPLAYED
BRACING WIRES, TWO
PARALLEL TO AND TWO
PERPENDICULAR TO MAIN
RUNNERS. (4 TURNS MIN IN
1-1/2" @ BOTH ENDS) SEE
NOTES 9 & 10 OF THE
CEILING GENERAL NOTES
FOR ATTACHMENT TO STRUCTURE
ABOVE SEE DETAILS:
7 / A0.4.4
5 / A0.4.4
6 / A0.4.4
MAIN RUNNERS
CROSS RUNNERS
2" MAXIMUM FROM BRACING WIRES
TO COMPRESSION STRUT (TYPICAL)
(COMPRESSION POST SHALL
NOT REPLACE HANGER WIRE)
VERTICAL COMPRESSION POST
AT EACH SET OF BRACING
WIRES -
SEE DETAIL 3 / A0.4.4
NOTE:
WHEN MULTIPLE SADDLY
TIES ARE REQ'D, THEY
SHALL
ALTERNATE BACK AND
FORTH, SEE NOTE 7 OF
THE CEILING GENERAL
NOTES.
TRAPEZE
SADDLE TIE W/
DOUBLE LOOP SUPPORT
HANGER WIRES W/ MIN.
3 TIGHT TURNS, SEE OF THE
CEILING GENERAL NOTES
SADDLE TIE
REQ'D FOR ALL
WIDTHS
GREATER THAN
1/4"
HANGER WIRE
BRACING WIRE
MAX
5/8"
STRUCTURAL STEEL
12 GA. X 3/4" WIDE (MINIMUM) STEEL STRAP W/
POWDER
ACTUATED FASTENER (3/4" MIN PENETRATION)
HILTI X-AL-H, 0.177 , 1 1/2" MIN. EMBED [ICC
ESR-1663], TYP.
HANGER WIRE WITH MINIMUM 3 TIGHT TURNS IN
1 1/2" - SEE NOTES 1 & 16 OF THE CEILING
GENERAL NOTES
MAX
45.00°
MAX
5/8"
STRUCTURAL STEEL
12 GA. X 1" WIDE X 2" LONG (MINIMUM) STEEL
STRAP W/ POWDER ACTUATED FASTENER (3/4"
MIN PENETRATION)
BRACING WIRE WITH MINIMUM 4 TIGHT TURNS
IN 1 1/2" - SEE NOTES 10 & 16 OF THE CEILING
GENERAL NOTES
WIRE ATTACHMENT WITH EXPANSION ANCHOR
1" MIN.
EQ EQ MINIMUM 20 GA. STEEL DECK (WITH
CONCRETE FILL)
HILTI HLC-T 1/4" X 1-3/8" EXPANSION ANCHOR
WITH TIE-WIRE HEAD (OR APPROVED EQUAL)
BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1
1/2" - SEE NOTES 10 & 16 OF THE CEILING
GENERAL NOTES
HANGER WIRE
BRACING WIRE
#3 X 12" LONG REBAR
MINIMUM 20 GA. STEEL DECK
(WITH NO CONCRETE FILL)
HANGER WIRE TIED TO #3 REBAR WITH
THREE WRAPS AROUND REBAR AND ONE
WRAP AROUND WIRE -SEE NOTES 1 & 16 OF
THE CEILING GENERAL NOTES.
MAX
45.00°
MINIMUM 20 GA. STEEL DECK ( WITH NO
CONCRETE FILL)
MINIMUM 12 GA. X 3" WIDE X 4" LONG STEEL
STRAP W/ TWO #8 X 1/2" SELF TAPPING SCREWS
BRACING WIRE WITH MINIMUM 4 TIGHT TURNS
IN 1 1/2" - SEE NOTES 10 & 16 OF THE CEILING
GENERAL NOTES
ARMSTRONG CROSS TEE
6
1
6
1
#12 HANGER WIRE ANCHORED
TO STRUCTURE ABOVE OR TO
THE WALL ABOVE THE CEILING
ARMSTRONG STABILIZER BAR, OR
OTHER SUITABLE SYSTEM, TO
KEEP PERIMETER COMPONENTS
FROM SPREADING APART
3/8"
7" MAX.
.
IF-01.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:37 PM
2308
TYP CEILING
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
SUSPENDED LAY-IN PANEL ACOUSTIC
CEILING GENERAL NOTES
THE DESIGN AND INSTALLATION OF SUSPENDED ACOUSTIC CEILING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN TITLE 24, PART 2 - CALIFORNIA BUILDING CODE 2022 (CBC
CHAP 25 AND ASTM C635 AND 636), AND WITH THE FOLLOWING ADDITIONAL REQUIREMENTS AS NOTED:
2019 CITY OF LOS ANGELES BUILDING CODE (CHAPTER 8 AND ASTM C635 AND 636) FOR SUSPENDED CEILING SYSTEMS.
THE FOLLOWING REQUIREMENTS APPLY TO CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING CEILING MOUNTED AIR TERMINALS, SERVICES AND LIGHT FIXTURES, DOES NOT EXCEED FOUR (4)
PSF. HEAVIER SYSTEMS, AND THOSE SUPPORTING LATERAL LOADS FROM PARTITIONS, WILL REQUIRE SPECIAL DESIGN DETAILS. SEE SPECIFICATIONS SECTION 09510 FOR ADDITIONAL INFORMATION
REGARDING THE SUSPENDED ACOUSTICAL CEILING SYSTEM.
1. THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635.
2. #12 GAGE WIRE SHALL BE 0.106 INCHES IN DIAMETER CONFORMING TO ASTM A641. #12 GAGE WIRE SHALL BE SOFT ANNEALED, GALVANIZED STEEL WIRE WITH A CLASS 1 COATING.
3. MAIN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION DEVICES, INTERSECTION CONNECTORS SHALL BE DESIGNED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS.
IN COMPRESSION AND TENSION PER ASTM E58 - SECTION 5.1.2.
4. #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4 FT. BY. 4 FT. GRID SPACING AND SHALL BE ATTACHED TO MAIN RUNNERS.
5. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE
END TEE, WHICHEVER IS LEAST FOR THE PERIMETER OF THE CEILING AREA. THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
6. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING (HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS,
SOFFITS, OR DISCONTINUOUS, AREAS. HANGER WIRES THAT ARE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. PERIMETER HANGER WIRES
AT MAIN RUNNERS THAT ARE POSITIVELY ATTACHED TO THE PERIMETER CLOSURE ANGLE, COUNTER-SLOPING IS OPTIONAL.
NOTE: SEE ASTM C-636 FIGURE 1 FOR COUNTER-SLOPING METHODS.
7. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER ASTM E580 SECTION 5.2.3 CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF
WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4" INCH CLEAR OF WALL.
8. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN TWO (2) INCHES.
9. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AND THE
FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR
DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12 INCHES OR LESS, THIS INTERLOCK IS NOT REQUIRED.
10. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS. - N/A
11. PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. -SEE
DETAIL 3 / A0.4.4
EXCEPTION: LATERAL BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL
CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, WHEN PERIMETER SUPPORT IN ACCORDANCE WITH DSA IR 25-2.10 AND ASTM E580 SECTIONS 5.2.2 AND 5.2.3 ARE PROVIDED
AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES.
12. THE SPACING OF THE BRACING ASSEMBLIES ARE SHOWN ON THE CONSTRUCTION DOCUMENTS. PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF (1/2) THE
CALCULATED SPACING IN EACH DIRECTION FROM EACH PERIMETER WALL AND AT THE EDGES OF ANY CHANGE IN ELEVATION OF THE CEILING. SUBSTANTIATING CALCULATIONS OR TEST REPORTS
FOR THE BRACING ASSEMBLIES ARE WAIVED IF THE FOLLOWING REQUIREMENTS ARE MET:
A. BRACING ASSEMBLIES SPACED AT A MAXIMUM OF 12 FEET BY 12 FEET ON CENTERS FOR SCHOOL BUILDINGS AND 8 FEET BY 12 FEET ON CENTERS FOR ESSENTIAL SERVICES BUILDINGS.
B. THE MAXIMUM SLENDERNESS RATIO (KL/R) OF THE COMPRESSION STRUT IS 200 OR LESS.
13. THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT SPECIAL DSA
APPROVAL.
14. COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.
15. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET A SEISMIC SEPARATION JOINT SHALL BE PROVIDED IN ACCORDANCE WITH DETAIL TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING
2500 SQUARE FEET. ALTERNATIVELY, STRUCTURAL ANALYSIS SHALL BE PERFORMED TO DEMONSTRATE COMPLIANCE WITH ASTM E580-08 SECTION 5.2.9.
16. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL
HAVE A TWO (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, SWING
JOINTS MAY BE PROVIDED PER ASTM E580 SECTION 5.2.8.8, A FLEXIBLE HOSE FITTING THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE
OVERSIZED RING, SLEEVE OR ADAPTER.
17. FASTEN #12 HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS IN 3 INCHES. HANGER WIRE LOOP SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL
MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION 5.2.7.2).
18. FASTEN #10 GAGE OR #12 GAGE BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE
ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE.
19. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. HANGER WIRES SHALL NOT ATTACH TO OR BEND
AROUND INTERFERING MATERIAL OR EQUIPMENT.
20. WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 WIRE/ANCHOR ASSEMBLIES MUST BE FIELD
TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT 2 WIRE/ ANCHOR ASSEMBLIES MUST BE FIELD TESTED FOR 440 LBS. IN TENSION IN
THE DIRECTION OF THE WIRE. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
NOTE: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE.
21. ALL FIXTURES, TERMINALS, AND OTHER DEVICES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE IN ACCORDANCE WITH SECTION 13.5.6.2.2 (5) OF
ASCE 7-05 AS AMENDED BY 2010 CBC SECTION 1615A.1.16 (1615.10.13*) AND ASTM E580 SECTIONS 5.3 AND 5.4.
22. CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS OR DEVICES.
23. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS, TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS
OR APPROVED FASTENERS ARE REQUIRED. MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH LIGHT FIXTURE PER ASTM E580 SECTION 5.3.1.
24. RECESSED OR DROP-IN LIGHT FIXTURES, GRILLES, MECHANICAL TERMINALS, AND FLEXIBLE SPRINKLER HOSE FITTINGS OR OTHER SERVICES BE SUPPORTED DIRECTLY ON RUNNERS
CLASSIFIED AS ASTM HEAVY DUTY, BUT THEY MUST ALSO HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE
STRUCTURE ABOVE.
25. ALL FLUSH OR RECESSED LIGHT FIXTURES, MECHANICAL TERMINALS, AND FLEXIBLE SPRINKLER HOSE FITTINGS OR OTHER SERVICES WEIGHING 56 LBS OR MORE MUST BE INDEPENDENTLY
SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES ATTACHED TO THE HOUSING AND TO THE STRUCTURE ABOVE. THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR
ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT. ALL 4FT. X 4FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH
CORNER.
26. SURFACE-MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH A MINIMUM #14 GAGE. ROTATIONAL
SPRING CATCHES DO NOT COMPLY. A #12 GAGE SUSPENSION WIRE SHALL BE ATTACHED TO EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT
FIXTURES ARE 8FT. OR LONGER. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED 8 FEET.
27. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF
SUPPORTING TWO (2) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY, PER DETAIL 16/A5-73, IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILS ARE
REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT HORIZONTAL FORCE. IF THE PENDANT MOUNTED LIGHT FIXTURE IS DIRECTLY AND INDEPENDENTLY BRACED
BELOW THE CEILING, I.E. AIRCRAFT CABLES TO WALLS, THEN BRACE ASSEMBLY IS NOT REQUIRED ABOVE THE CEILING. SEE IR 16-9 FOR ADDITIONAL REQUIREMENT FOR PENDANT MOUNTED FIXTURES.
28. ALL LIGHT-WEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, SPEAKERS, ETC., SHALL BE ATTACHED TO THE CEILING GRID PER SECTION 7.1 OR IR 25-2.10. IN ADDITION, DEVICES
WEIGHING MORE THAN 10 LBS SHALL HAVE A #12 SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING 20 LBS OR MORE SHALL BE SUPPORTED FROM THE STRUCTURE
ABOVE PER SECTION 7.3 OR IR 25-2.10.
29. FIRE RATED CEILINGS: THE COMPONENTS AND INSTALLATION SHALL CONFORM IN EVERY RESPECT WITH U.L. LISTED DETAILS. POP RIVETS, SCREWS, OR OTHER ATTACHMENTS ARE NOT
ACCEPTABLE UNLESS SPECIFICALLY DETAILED AND APPROVED BY U.L. AND STATE FIRE MARSHALL RECOGNIZED LABORATORIES.
30. METAL PANELS AND PALELS WEIGHING MORE THAN 1/2 PSF, OTHER THAN MINERAL FIBER ACOUSTICAL TILE, ARE TO BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS.
31. THE CEILING GRID SYSTEM MUST BE RATED AS HEAVY DUTY AS DEFINED BY ASTM C635. A LIST OF ACCEPTABLE GRID SYSTEMS SHOWN BELOW. THE GRID SYSTEMS SPECIFIED MUST BE
ACCEPTABLE IN ACCORDANCE WITH IR A-5. THE FOLLOWING INFORMATION MUST BE INCLUDED ON THE DRAWINGS FOR EACH ACCEPTABLE GRID SYSTEM SPECIFIED:
CLASSIFICATION OF CEILING GRID IS HEAVY DUTY.
MANUFACTURER'S CATALOG NUMBER - MAIN RUNNER (1) (2)
MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER (2)
MANUFACTURER'S CATALOG NUMBER OF DETAIL FOR RUNNER SPLICE (2)
(1) RUNNERS MUST BE RATED AS HEAVY DUTY.
(2) SHOW MANUFACTURER, DUTY CLASSIFICATION AND CATALOG NUMBERS.
CLASSIFICATION OF CEILING GRID: HEAVY DUTY
CEILING GRID MANUFACTURERS AND PRODUCT SYSTEMS:
NOTE: SYSTEM COMPONENTS, MATERIALS, RUNNER SPLICES, AND
INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS
OF THE CALIFORNIA BUILDING CODE, THE RESPECTIVE I.C.C. EVALUATION
REPORT, AND THE DSA PRODUCT APPROVAL (PA) LISTED BELOW FOR EACH
MANUFACTURER AND SYSTEM.
USG INTERIORS, INC.
DONN DX SYSTEM (NON-RATED)
DONN DXL SYSTEM (FIRE-RATED)
ICC EVALUATION SERVICE REPORT NO. ER-2244
DSA PA-030
1/4" = 1'-0"3SUSPENDED CEILING SCHEMATIC PLAN1
3" = 1'-0"5COMPRESSION POST1
3" = 1'-0"9WALL/SUSPENDED CEILING INTERSECTION1
1/8" = 1'-0"2ISOMETRIC OF SUSPENDED CEILING BRACING ASSEMBLY1
3" = 1'-0"4TYP. SADDLE TIE @ TRAPEZE1
3" = 1'-0"8WIRE ATTACHMENT AT STRUCTURAL STEEL1
3" = 1'-0"7WIRE ATTACHMENT AT COMPOSITE DECK1
3" = 1'-0"6WIRE ATTACHMENT AT STEEL DECK1
3" = 1'-0"1TYP. PERIMETER CEILING TILE1
25
No.Description Date
ZOO ACCESS
(E) UNDERGROUND
ELECTRICAL
(E) UNDERGROUND
TELEPHONE
(E) UNDERGROUND
ELECTRICAL
(E) AFROCARPUS TREE
(E) FICUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) FICUS TREE
(E) TREE
(E) TREE
(E) TREE
(E) AMPHITHEATER
(E) BUILDING
(E) BIRDS OF PARADISE
PROPOSED BUILDING B
1821 E. CHESTNUT AVE.
SANTA ANA, CA, 92701
PROPOSED BUILDING A
1823 E. CHESTNUT AVE.
SANTA ANA, CA, 92701
PROPOSED EDGE OF CURB
(E) EDGE OF ASPHALT
(E) EXHIBIT
(E) EXHIBIT
(E) EXHIBIT
(E) PATH
FUTURE ENTRY/ TICKETING (N.I.C)
(E) TREE
(E) TREE
(E) AFROCARPUS TREE
EXTENTS OF
PROPOSED SPLASH
PAD N.I.C
(E) FICUS TREE
(E) BUILDING
FUTURE EXHIBIT: SPLASH PAD (NIC)
(E) EDGE OF DIRT PARKING LOT
I-5 HIGHWAY
(E) ENTRY
(E) BUILDING
(E) BUILDING
(E) TREE
FLOOR AREA: 7,084 SF
STORIES: 2
CONSTRUCTION: TYPE V-B
FLOOR AREA: 3,328 SF
STORIES: 1
CONSTRUCTION: TYPE V-B
FUTURE PARKING LOT (NIC)
PROVIDE 3" UNDERGROUND CONDUIT
FROM (N) ELECTRICAL CLOSET TO
EXISTING SECURITY CLOSET IN EXISTING
ADMIN BUILDING
SEE LANDSCAPE
SHEET L5.01 FOR
EXTERIOR LIGHTING
SEE LANDSCAPE
SHEET L5.01 FOR
EXTERIOR LIGHTING
PROVIDE (2) 2"
UNDERGROUND CONDUIT
FOR DATA FROM EXISTING
ADMIN BUILDING
LIMIT OF WORK AREA
TRANSFORMER
PER ELECTRICAL
PROPOSED FIRE HYDRANT
TRANSFORMER AND
MECHANICAL UNIT TO BE
SCREENED WITH
LANDSCAPING FOLIAGE IN
ACCORDANCE WITH SECTION
41-622 OF THE SAMC
CONCRETE PAD FOR
MECHANICAL UNIT
PER LANDSCAPE
3' - 6"3' - 6"
10' - 0"
FENCE GATE WITH
KNOX BOX MOUNTED
TO ADJACENT WALL GATE WITH KNOX
BOX MOUNTED TO
ADJACENT WALL
PROPOSED FIRE LANE
IDENTIFICATION PER FIGURE
4, OCFA GUIDE-B01
1/16" = 1'-0"1SITE PLAN
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/
2
8
/
2
0
2
5
5
:
4
9
:
1
9
P
M
2308
SITE PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A1.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
1 DRC SUBMITTAL 02 11/21/24
NOTE:
1. THE SANTA ANA ZOO IS A REGISTERED ARBORETUM
OPEN TO THE PUBLIC; THEREFORE, IT IS EXEMPT FROM
MWELO REQUIREMENTS AND WATER USE
CALCULATIONS.
2. FOR ALL LANDSCAPE ELEMENTS ON SITE, SEE SHEET
A8.9 FOR FOOTING DETAILS
ZOO ACCESS
DEMO (E)
PATH
(E) AFROCARPUS TREE
(E) FICUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) AFROCARPUS TREE
(E) FICUS TREE
(E) TREE
(E) TREE
(E) TREE
(E) AMPHITHEATER
(E) BUILDING
TO REMAIN
(E) BIRDS OF PARADISE DEMO (E) PATH
PORTABLE BUILDING RELOCATED BY
OTHERS
(E) EDGE OF ASPHALT
(E) EDGE OF ASPHALT
(E) EDGE OF DIRT
(E) EXHIBIT
(E) EXHIBIT
(E) PLANTER DEMO BY
OTHERS
(E) PLANTER DEMO BY
OTHERS
(E) FICUS TREE
DEMO (E) BRICK WALKWAY
(E) TREE
(E) TREE
(E) TREE
CONTAINER RELOCATED BY OTHERS
TRAILER RELOCATED BY OTHERS
(E) AFROCARPUS TREE
(E) BUILDING TO REMAIN
(E) UNDERGROUND
ELECTRICAL
(E) UNDERGROUND
TELEPHONE
(E) UNDERGROUND
ELECTRICAL
DEMO (E) CHAIN LINK FENCE
DEMO (E)
UNDERGROUND
ELECTRICAL
DEMO (E)
UNDERGROUND
TELEPHONE
DEMO (E)
UNDERGROUND
TELEPHONE
CONTAINER RELOCATED BY OTHERS
(E) EXHIBIT
(E) PATH
(E) ENTRY
(E) BUILDING
(E) BUILDING
(E) TREE
(E) TRAILER RELOCATED BY OTHERS
CONTAINERS RELOCATED
BY OTHERS
DEMOLISH/RELOCATE KEY
EXISTING STRUCTURES BEING RELOCATED BY OTHERS
TOTAL SF: 4,272 SF
E MAIN ST.
SOUTH
ENTRANCE
TO ZOO
DEMO ISLAND
EXISTING TO REMAIN
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
7/
3
1
/
2
0
2
5
3
:
0
5
:
3
3
P
M
2308
DEMOLITION
SITE PLAN
JULY 17TH, 2025
BID ADDENDUM
01
A1.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
JULY 17TH, 2025
1/16" = 1'-0"1DEMOLITION SITE PLAN
25
1" = 30'-0"2DEMO AT SITE ENTRANCE
No.Description Date
9 PC SUBMITTAL 06 07/31/25
9
(E) AMPHITHEATER
PROPOSED BUILDING B
PHASE 2
PROPOSED BUILDING A
PHASE 1
FUTURE ENTRY/ TICKETING (N.I.C)
(E) TREE
(E) BUILDING
I-5 HIGHWAY
FUTURE EXHIBIT: SPLASH PAD (N.I.C)
PHASE 2
PHASE 1
TERMINATE ALL
UTILITY LINES AT
PHASE 1 BOUNDARY
TERMINATE ALL
UTILITY LINES AT
PHASE 1 BOUNDARY
EXISTING WATER LINE
TO REMAIN FOR
PHASE 1
ENTIRE FIRE LANE
IDENTIFICATION RED
CURB TO BE PAINTED
IN PHASE 1
TRANSFORMER, MECHANICAL
UNIT FOR BUILDING A, AND
CONCRETE PAD TO BE
INSTALLED DURING PHASE 1
WOODEN BENCH
TO BE INSTALLED
DURING PHASE 2
FIRE HYDRANT TO
BE INSTALLED
DURING PHASE 1
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/
2
8
/
2
0
2
5
5
:
4
9
:
3
0
P
M
2308
PHASING PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A1.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/16" = 1'-0"1PHASE 1 SITE PLAN
No.Description Date
1 DRC SUBMITTAL 02 11/21/24
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/
2
8
/
2
0
2
5
5
:
4
9
:
3
4
P
M
2308
ZOO MASTER
ADDRESSING
PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A1.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
1 DRC SUBMITTAL 02 11/21/24
R 20' - 0"
92
'
-
0
"
20
'
-
0
"
PROPOSED FIRE LANE
R 40' - 0"
R 40' - 0"
R 20' - 0"
R 40
' - 0"
R 20' - 0"
R 40' - 0"
R 20' - 0"
R 40' - 0"
R 20' - 0"
E MAIN ST.
I-5 SANTA ANA
FREEWAY
20' - 0"
20' - 0"
20' - 0"
20
'
-
0
"
(E) OPEN AIR AMPHITHEATRE
PROPOSED BUILDING B
PROPOSED FIRE
HYDRANT
PAINT RED
(E) FIRE
HYDRANT
DISABLED ACCESS
ROUTE OF TRAVEL
SLOPE LESS THAN 1:20
(E) CHAINLINK FENCE, 8'-0" HEIGHT
PROPOSED WELDED
WIRE FENCE, 6'-0"
HEIGHT
EXISTING 3"
WATER METER
FUTURE BUS
DROP OFF
LOCATION FOR
STUDENTS
PROPOSED
TRANSFORMER
(E) UNDERGROUND
ELECTRICAL
(E) UNDERGROUND
TELEPHONE
(E) UNDERGROUND
ELECTRICAL
(E) AFROCARPUS
TREE, TYP.
(E) TREE
(E) TREE(E) TREE
(E) BUILDING
(E) BIRDS OF
PARADISE, TYP.
(E) TREE
(E) TREE
(E) FICUS TREE
(E) ADMIN BUILDING
FUTURE EXHIBIT: SPLASH PAD (NIC)
(E) TREE
BUILDING
OVERHANG
BUILDING
OVERHANG
(E) LIGHT POLE
WITH DOUBLE
ARM, TYP.
(E) POLE
(E) BLOCK UTILITY
BUILDING
(E) POWER
POLE, TYP.
(E) CHAINLINK
FENCE, 8'-0"
HEIGHT
(E) FIRE
HYDRANT
(E) STANDPIPE, TYP.
PROPOSED BUILDING A
(E) TRASH/RECYCLING
(E) RETAINING
WALL
(E) CHAINLINK
FENCE, 6'-0" HEIGHT
26' - 7 7/8"
STREET
CENTERLINE
PROPERTY LINE
(E) STREET TREES
(E) WIRE MESH
BUILDING
(E) FIRE
HYDRANT
(E) LOADING
ZONE
10' - 0
"
35' - 0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79
80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107
108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140
141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 171 172 173 174
1A 2A 3A 4A 5A 6A
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
(E) ZOO ENTRANCE
DISABLED ACCESS
ROUTE OF TRAVEL
SLOPE LESS THAN 1:20
PROPOSED
MECHANICAL
UNITS
CBC 206.2.1 EXCEPTION 2
AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED
BETWEEN SITE ARRIVAL POINTS AND THE BUILDING
OR FACILITY ENTRANCE IF THE ONY MEANS OF
ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT
PROVIDING PEDESTRIAN ACCESS.
VAN ACCESSIBLE SPACE
SEE 1/G0.5.1
ACCESS TO PROJECT
ACCESSIBLE PARKING SPACES
SERVING ZOO ENTRANCE
DIASBLED ACCESS
ROUTE OF TRAVEL
SLOPE LESS THAN 1:20
LEGEND
20' WIDE MINIMUM FIRE
ACCESS ROADWAY
FIRE HYDRANT
LANDSCAPED AREAS
TOTAL PROPOSED
LANDSCAPE AREA: 11,118 SF
DISABLED ACCESS ROUTE
OF TRAVEL
LIGHT POLE WITH
DOUBLE ARM
LIGHT POLE WITH
SINGLE ARM
MANHOLE COVER
PROPERTY LINE
EXISTING FENCE
PROPOSED FENCE
LOADING ZONE
TRASH ENCLOSURE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:05:49 AM
2308
SITE PLAN WITH
PARKING
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A1.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
25
1" = 30'-0"1SITE PLAN WITH PARKING
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
NOTE
1. PER CBC SECTION 11B-208.2,
FOR A TOTAL NUMBER OF
PARKING SPACES BETWEEN 151
TO 200 (189 PARKING SPACES
PROVIDED), THERE SHALL BE A
MINIMUM OF 6 ACCESSIBLE
PARKING SPACES. THE ZOO
HAS 6 ACCESSIBLE PARKING
SPACES INCLUDING 1 VAN
ACCESSIBLE SPACE.
6
R2
S1
S3
S4
74' - 8 1/2"
U6
U1
V1
V2
V4
V5
Y1
X1
Y2
MULTIPURPOSE
ROOM
101
R1
FURNITURE
STORAGE
103
BREAK ROOM
102
WORKSHOP
107 MATERIAL STORAGE
108
ELECTRICAL ROOM
109
CUSTODIAN
CLOSET
110
ELEVATOR
111
LUNCH STORAGE
113
37' - 3 1/4"
S2
X2 X3
U5
U4
U3
21' - 3" 9' - 10" 46' - 10"
21' - 3"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
MACHINE ROOM
112
ADA FAMILY
RESTROOM
104
RESTROOM
114
TICKET BOOTH
105
LOWER HUB
106
OVERHANG ABOVE
BUILDING B
PHASE 2
BUILDING A
PHASE 1
1
A5.0.1
2
A5.0.1
1
A4.0.2
77' - 11"
U2
A6.14
4
A6.14
1
V3
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
1
A4.0.1
2
A4.0.2
2
A4.0.1
X4
BUILDING A: 129.09 FF
SEE C1.40 FOR MORE DETAIL.
BUILDING B: 129.21 FF
SEE C1.40 FOR MORE DETAIL.
AREA DRAIN, SEE CIVIL, TYP.
LANDSCAPE LIGHTING,
SEE LANDSCAPE, TYP.
TRANSFORMER PER
ELECTRICAL
HVAC UNITS PER
MECHANICAL
FDC CONNECTION
STORAGE
115
FIRE SPRINKLER
RISER
OVERHANG ABOVE
FDC
CONNECTION
FIRE SPRINKLER
RISER
SWITCHGEAR PER ELECTRICAL
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:49:45 PM
2308
KEY PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.0.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"1KEY PLAN LEVEL 1
25
No.Description Date
R2
S1
S3
S4
U6
U1
V1
V2
V4
V5
Y1
X1
Y2
R1
37' - 3 1/4"
SHARED OFFICE
218
LARGE OFFICE
203
MEETING ROOM
207
IT ROOM
206
LARGE OFFICE
208
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
213
STORAGE
216STAFF RESTROOM
217
MEDIUM OFFICE
214
74' - 8 1/2"
35' - 1 1/4"
39' - 7 1/4"
S2
X2 X3
U5
U4
U3
81' - 2 1/2"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
25' - 9 7/8"
43' - 10 3/4"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
SMALL OFFICE
212SMALL OFFICE
211
MEDIUM OFFICE
202
CLOSET
219
CLOSET
204
CLOSET
205
BREAK ROOM
215
UPPER HUB
201
1
A5.0.1
2
A5.0.1
1
A4.0.2
U2
V3
21' - 3"
21' - 3" 9' - 10" 46' - 10"
77' - 11"
1
A4.0.1
2
A4.0.2
X4
BUILDING A
PHASE 1
BUILDING B
PHASE 2
2
A4.0.1
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:49:50 PM
2308
KEY PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.0.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"1KEY PLAN LEVEL 2
25
No.Description Date
R2
S1
S3
S4
U6
U1
V1
V2
V4
V5
Y1
X1
Y2
R1
S2
X2
X3
U5
U4
U3
BUILDING B
PHASE 2
1
A5.0.1
2
A5.0.1
1
A4.0.2
U2
V3
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3" 9' - 10" 46' - 10"
77' - 11"
21' - 3"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
37' - 3 1/4"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
74' - 8 1/2"
1
A4.0.1
2
A4.0.2
X4
1
ZA.6.2
BUILDING A
PHASE 1
2
A4.0.1
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:49:54 PM
2308
KEY PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.0.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"1ROOF KEY PLAN
25
No.Description Date
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
2
A4.1.0
74' - 8 1/2"
FURNITURE
STORAGE
103
BREAK ROOM
102
37' - 3 1/4"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
4
A5.1.0
103A
102A
102B
101O
A6.1 2
3
1
4
A6.2
1
A6.2
3
101A
4
A4.1.0
3
A4.1.0
101C
101D
101E
101F
101G
101H
101I
101K
101L
101M
101N
101J
9' - 7 7/8"
2
A5.1.0
2A
2A
3B(1)
3B(1)
3B(1)
2A
3A(1)
3A(1)
3A(1)
3A(1)
4A(1)
4A(1)
4E(1)
3A(1)
4F(1)
MI.10
101B
MI.07
MI.08
MI.07
MI.10
MI.10
101P
S1011
S1012
45' - 6 1/8"
18' - 2"
11' - 0 3/8"
3' - 4 1/4"
18' - 2 1/2"
15' - 8 5/8"
7' - 9 1/4"
17' - 9 1/2"
14' - 1 1/4"
17' - 9 1/4"
17' - 3 1/4"
15' - 5 5/8"
21' - 9 5/8"
MI.08
PROVIDE SOLID BLOCKING
ON EACH END OF OPERABLE
PARTITION
PROVIDE SOLID BLOCKING
ON EACH END OF OPERABLE
PARTITION
1
A4.1.0
FDC
SWITCHGEAR
PER ELECTRICAL
FIRE SPRINKLER RISER
4' - 11 7/8"
MULTIPURPOSE
ROOM
101
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
2
A4.1.0
4
A5.1.0
4
A4.1.0
3
A4.1.0
74' - 8 1/2"
37' - 3 1/4"
9' - 7 7/8"
2
A5.1.0
RF-01
SOLAR ZONE: 659.6 SF
SOLAR ZONE: 543.7 SF
301A
25' - 3 1/2"
9' - 11 1/4"
10' - 0"
21' - 6"
5' - 8 1/8"
26' - 1"
25' - 3 1/2"
9' - 11 1/4"
MI.12
6' - 0"
MI.12
MI.12
MI.12
MI.12
MI.12
1
A4.1.0
5' - 6"
5' - 0"
6' - 0"
5' - 0"
WALL TYPE KEY
EXTERIOR CONCRETE WALL, SEE 1/A8.11A(2)
EXTERIOR CONCRETE WALL, SEE 2/A8.11B(2)
EXTERIOR WOOD SIDING WALL, SEE 3/A8.12A
1 HOUR FIRE RATED EXTERIOR WOOD
SIDING WALL W PLWYOOD, SEE 4/A8.12B(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 5/A8.13A(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 6/A8.13B(1)
EXTERIOR TILE WALL TCNA W244E, SEE 7/A8.13C
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 8/A8.14A(1)
INTERIOR FURRED PARTITION, SEE 9/A8.14B
INTERIOR FURRED PARTITION, SEE 10/A8.14C
INTERIOR FURRED PARTITION, SEE 11/A8.14D
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 12/A8.14E(1)
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 13/A8.14F(1)
INTERIOR TILE PARTITION TCNA W244,
SEE 14/A8.15A
INTERIOR TILE PARTITION TCNA W244,
SEE 15/A8.15B
1 HOUR FIRE RATED INTERIOR PARTITION
WITH RESILIENT CHANNEL, SEE 16/A8.16A(1)
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 17/A8.16B
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 18/A8.16C
INTERIOR PARTITION WITH FIRE RATED
PLYWOOD, SEE 19/A8.16D
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 20/A8.17A(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 21/A8.17B
INTERIOR PARTITION WITH PLYWOOD,
SEE 26/A8.17G
INTERIOR PARTITION WITH PLYWOOD,
SEE 27/A8.17H
INTERIOR GLASS PARTITION, SEE 27/A8.18
INTERIOR PARTITION W PLYWOOD,
SEE 28/A8.17I
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 29/A8.17J(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 23/A8.17D
INTERIOR PARTITION WITH PLYWOOD,
SEE 24/A8.17E
INTERIOR PARTITION WITH PLYWOOD,
SEE 25/A8.17F
INTERIOR PARTITION WITH PLYWOOD,
SEE 22/A8.17C
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:06:05 AM
2308
FLOOR PLANS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.1.1A
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/4" = 1'-0"1BUILDING A LEVEL 1 FLOOR PLAN - PHASE 1
1/4" = 1'-0"2BUILDING A ROOF PLAN - PHASE 1
25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
SOLAR ZONE:
TOTAL ROOF AREA BUILDING A: 3,494 SF
TOTAL ROOF AREA BUILDING B: 3,314 SF
TOTAL ROOF AREA FOR BUILDING A+B: 6,808 SF
TOTAL SOLAR ZONE PROVIDED: 1,203 SF (15% OF THE
TOTAL ROOF AREA)
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
NOTES
1. PROVIDE 8 PORTABLE ASSISTED
LISTENING DEVICES PER 11B-219,
ASSISTIVE LISTENING SYSTEMS.
180 SEATS X 4%=7.2
6
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
WORKSHOP
107 MATERIAL STORAGE
108
ELECTRICAL ROOM
109
CUSTODIAN
CLOSET
110
ELEVATOR
111
LUNCH STORAGE
113
21' - 3"9' - 10"46' - 10"
ADA FAMILY
RESTROOM
104
MACHINE ROOM
112
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
A6.3
4
A6.4
3
A6.5
6
A6.6
3
A6.7
3
106A
107A
1051
108A
112A
106B
113A
TICKET BOOTH
105
RESTROOM
114
114A 114B 114C 114D 114F
108B
LOWER HUB
106
A6.16
1
4
A4.2.1
3
A4.2.1
7
A4.2.1
6
A4.2.1
5
A4.2.1
107B
U2
104A
2
A5.1.3
1
A5.1.4
1A
(
2
)
1A(2)
1A
(
2
)
1A(2)
1A(2)
2A
2A
2A 1A(2)
1B
(
2
)
1A
(
2
)
1B
(
2
)
1A
(
2
)
1A
(
2
)
1A(2)1A(2)
4A
(
1
)
1A(2)
2A
4D
4A(1)
4A(1)
4B
4A
(
1
)
4A
(
1
)
4A
(
1
)
4A
(
1
)
5A5A5A5A
7D
5A
4E(1)
4E(1)
4A(1)
2A
5B
1A(2)
1A
(
2
)
5B
4A
(
1
)
8
8
1A(2)
109A
115B
115A
V3
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
107C
2B(1)
4A
(
1
)
4A(1)
4A
(
1
)
MI.10
2A
MI.08
2
A4.2.1
77' - 11"
1
A4.2.1
X42
A4.2.0
A6.15.3
2
4E(1)
2B(1)
ST
A
I
R
0
2
A
3
A5.1.2
108C
4E(1)
4A
(
1
)
10' - 0 3/4"
110A
S1071
S1061
5A
15' - 0 3/4"6' - 6 1/4" 9' - 10" 6' - 10 1/2" 11' - 10" 6' - 9 1/2"16' - 4"5' - 0"
42' - 3 1/2"
11' - 1 3/8"
20' - 11"
10' - 1 1/2"
21' - 3"
HVAC UNITS PER
MECHANICAL,
TYP.
9' - 9 1/2"
8' - 6 5/8" 5' - 7 1/2" 8' - 0" 2' - 4 1/2"
9' - 6 5/8"
13' - 3 3/8"
MI.07
MI.07
TB.02
4A(1)
1A
(
2
)
4D
4' - 0"
2' - 6"
2' - 6"
MI.16
MI.16
STORAGE
115
FIRE DEPARTMENT
CONNECTION
4A(1)
A6.15.1
5
STAIR 01A
A8.7
9
29' - 0 3/8"
WALL TYPE
4B ABOVE
WALL TYPE
4B ABOVE
WALL TYPE
4B ABOVE
WALL TYPE
4A BELOW
4E(1)WALL TYPE
7H ABOVE
FIRE SPRINKLER RISER
OVERHANG ABOVE
OVERHANG ABOVE
WATER HEATER
PER PLUMBING
7
G0.5.1
6
5A
4A
(
1
)
114E
WALL TYPE KEY
EXTERIOR CONCRETE WALL, SEE 1/A8.11A(2)
EXTERIOR CONCRETE WALL, SEE 2/A8.11B(2)
EXTERIOR WOOD SIDING WALL, SEE 3/A8.12A
1 HOUR FIRE RATED EXTERIOR WOOD
SIDING WALL W PLWYOOD, SEE 4/A8.12B(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 5/A8.13A(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 6/A8.13B(1)
EXTERIOR TILE WALL TCNA W244E, SEE 7/A8.13C
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 8/A8.14A(1)
INTERIOR FURRED PARTITION, SEE 9/A8.14B
INTERIOR FURRED PARTITION, SEE 10/A8.14C
INTERIOR FURRED PARTITION, SEE 11/A8.14D
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 12/A8.14E(1)
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 13/A8.14F(1)
INTERIOR TILE PARTITION TCNA W244,
SEE 14/A8.15A
INTERIOR TILE PARTITION TCNA W244,
SEE 15/A8.15B
1 HOUR FIRE RATED INTERIOR PARTITION
WITH RESILIENT CHANNEL, SEE 16/A8.16A(1)
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 17/A8.16B
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 18/A8.16C
INTERIOR PARTITION WITH FIRE RATED
PLYWOOD, SEE 19/A8.16D
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 20/A8.17A(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 21/A8.17B
INTERIOR PARTITION WITH PLYWOOD,
SEE 26/A8.17G
INTERIOR PARTITION WITH PLYWOOD,
SEE 27/A8.17H
INTERIOR GLASS PARTITION, SEE 27/A8.18
INTERIOR PARTITION W PLYWOOD,
SEE 28/A8.17I
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 29/A8.17J(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 23/A8.17D
INTERIOR PARTITION WITH PLYWOOD,
SEE 24/A8.17E
INTERIOR PARTITION WITH PLYWOOD,
SEE 25/A8.17F
INTERIOR PARTITION WITH PLYWOOD,
SEE 22/A8.17C
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:06:14 AM
2308
FLOOR PLANS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.1.1B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/4" = 1'-0"1BUILDING B LEVEL 1 FLOOR PLAN - PHASE 2
25
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
SHARED OFFICE
218
LARGE OFFICE
203
MEETING ROOM
207
IT ROOM
206
LARGE OFFICE
208
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
213
STORAGE
216
MEDIUM OFFICE
214
81' - 2 1/2"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
43' - 10 3/4"
SMALL OFFICE
212
SMALL OFFICE
211
MEDIUM OFFICE
202
CLOSET
204
CLOSET
205
CLOSET
219
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
A6.8
1
A6.9
11
A6.10
2
A6.12
2
A6.13.1
1
A6.9
9
206A
203A
204A
208A
205A
209A
210A
211A
212A
213A
214A
217A
216A
218A
219A
2034
2081
2143
2151
UPPER HUB
201
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
2184
BREAK ROOM
215
A6.15.1
1
A6.16
2
215A
DK-01
TERRACE
U2
A6.10
7
A6.15.3
2
2
A5.1.3
1
A5.1.4
6B
2A
2A
3A(1)
3A(1)
4A(1)
6B
4E(1)
4E(1)
4E(1)
4E(1)
6B
6D
7F
7A(1)
6C
6C
6C
6A(1)
6B
4E(1)
4E(1)
4B
4A(1)
6C
7J(1)
7J(1)
6B
6B
6B
6B
7B
7B
6B
1A
(
2
)
1A(2)
7B
4E(1)4E(1)
8
7E
7A(1)
7I
STAFF RESTROOM
217
5A
V3
21' - 3"9' - 10"46' - 10"
2A
2A
2A
MI.10
21' - 3"
2
A4.2.1
3C
77' - 11"
A6.10
2
A6.10
2
A6.10
2
A6.9
11
A6.8
1
A6.9
11
207A
X42
A4.2.0
MI.10
OPP.
OPP.
A6.11
1
2B(1)
2B(1)
2012
ST
A
I
R
0
2
B
ST
A
I
R
0
2
A
3
A5.1.2
6B
STAIR 01A
STAIR 01B 4C
4B
7A(1)
MI.11
4E(1)
S2091
S2101
S2111
S2121
S2131
S2141
S2181
S2031
S2081
S2072
2032
2023 2022 2021
2011
2186
2185
2182
2181
2142
2141
21312121
21122111
2101
20922091
2084
2082
12' - 11 1/4"
13' - 4 7/8"
10' - 6"
10' - 6"
10' - 5 3/4"
10' - 6 3/8"
13' - 11 5/8"
18' - 11 7/8"
7' - 0 3/4"
18' - 7 7/8"
12' - 11 1/4"
13' - 4 7/8"
23' - 5 7/8"
7' - 6 3/4"
3' - 11"
21' - 0 1/8"
11' - 0 3/4"
23' - 0 3/4"
10' - 11 3/8"
S2071
S2073
S2021
7G
7H
5
A8.7
AREA DRAINS AT
TERRACE;
SEE 10/A8.7
202A
2031
AREA DRAINS AT
TERRACE;
SEE 10/A8.7
OPP.
OPP.
8
8
6D
WALL TYPE
7C ABOVE
WALL TYPE
7C ABOVE
WALL TYPE
7C ABOVE
WALL TYPE
7C ABOVE
6
WALL TYPE KEY
EXTERIOR CONCRETE WALL, SEE 1/A8.11A(2)
EXTERIOR CONCRETE WALL, SEE 2/A8.11B(2)
EXTERIOR WOOD SIDING WALL, SEE 3/A8.12A
1 HOUR FIRE RATED EXTERIOR WOOD
SIDING WALL W PLWYOOD, SEE 4/A8.12B(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 5/A8.13A(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 6/A8.13B(1)
EXTERIOR TILE WALL TCNA W244E, SEE 7/A8.13C
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 8/A8.14A(1)
INTERIOR FURRED PARTITION, SEE 9/A8.14B
INTERIOR FURRED PARTITION, SEE 10/A8.14C
INTERIOR FURRED PARTITION, SEE 11/A8.14D
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 12/A8.14E(1)
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 13/A8.14F(1)
INTERIOR TILE PARTITION TCNA W244,
SEE 14/A8.15A
INTERIOR TILE PARTITION TCNA W244,
SEE 15/A8.15B
1 HOUR FIRE RATED INTERIOR PARTITION
WITH RESILIENT CHANNEL, SEE 16/A8.16A(1)
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 17/A8.16B
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 18/A8.16C
INTERIOR PARTITION WITH FIRE RATED
PLYWOOD, SEE 19/A8.16D
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 20/A8.17A(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 21/A8.17B
INTERIOR PARTITION WITH PLYWOOD,
SEE 26/A8.17G
INTERIOR PARTITION WITH PLYWOOD,
SEE 27/A8.17H
INTERIOR GLASS PARTITION, SEE 27/A8.18
INTERIOR PARTITION W PLYWOOD,
SEE 28/A8.17I
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 29/A8.17J(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 23/A8.17D
INTERIOR PARTITION WITH PLYWOOD,
SEE 24/A8.17E
INTERIOR PARTITION WITH PLYWOOD,
SEE 25/A8.17F
INTERIOR PARTITION WITH PLYWOOD,
SEE 22/A8.17C
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:06:24 AM
2308
FLOOR PLANS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.1.2B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/4" = 1'-0"1BUILDING B LEVEL 2 FLOOR PLAN - PHASE 2
25
No.Description Date
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
U2
2
A5.1.3
1
A5.1.4
RF-01
V3
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3"9' - 10"46' - 10"
77' - 11"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
21' - 3"
2
A4.2.1
X42
A4.2.0
3001
3
A5.1.2
MI.12
10' - 0"
10' - 0"
MI.12
10' - 0"
MI.12
MI.12
10' - 0"
RF-01
301B
HVAC UNIT PER MECHANICAL
WALL TYPE KEY
EXTERIOR CONCRETE WALL, SEE 1/A8.11A(2)
EXTERIOR CONCRETE WALL, SEE 2/A8.11B(2)
EXTERIOR WOOD SIDING WALL, SEE 3/A8.12A
1 HOUR FIRE RATED EXTERIOR WOOD
SIDING WALL W PLWYOOD, SEE 4/A8.12B(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 5/A8.13A(1)
1 HOUR FIRE RATED EXTERIOR TILE WALL
TCNA W244E, SEE 6/A8.13B(1)
EXTERIOR TILE WALL TCNA W244E, SEE 7/A8.13C
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 8/A8.14A(1)
INTERIOR FURRED PARTITION, SEE 9/A8.14B
INTERIOR FURRED PARTITION, SEE 10/A8.14C
INTERIOR FURRED PARTITION, SEE 11/A8.14D
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 12/A8.14E(1)
1 HOUR FIRE RATED INTERIOR PARTITION,
SEE 13/A8.14F(1)
INTERIOR TILE PARTITION TCNA W244,
SEE 14/A8.15A
INTERIOR TILE PARTITION TCNA W244,
SEE 15/A8.15B
1 HOUR FIRE RATED INTERIOR PARTITION
WITH RESILIENT CHANNEL, SEE 16/A8.16A(1)
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 17/A8.16B
INTERIOR PARTITION WITH RESILIENT
CHANNEL, SEE 18/A8.16C
INTERIOR PARTITION WITH FIRE RATED
PLYWOOD, SEE 19/A8.16D
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 20/A8.17A(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 21/A8.17B
INTERIOR PARTITION WITH PLYWOOD,
SEE 26/A8.17G
INTERIOR PARTITION WITH PLYWOOD,
SEE 27/A8.17H
INTERIOR GLASS PARTITION, SEE 27/A8.18
INTERIOR PARTITION W PLYWOOD,
SEE 28/A8.17I
1 HOUR FIRE RATED INTERIOR PARTITION
WITH PLYWOOD, SEE 29/A8.17J(1)
INTERIOR PARTITION WITH PLYWOOD,
SEE 23/A8.17D
INTERIOR PARTITION WITH PLYWOOD,
SEE 24/A8.17E
INTERIOR PARTITION WITH PLYWOOD,
SEE 25/A8.17F
INTERIOR PARTITION WITH PLYWOOD,
SEE 22/A8.17C
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:06:33 AM
2308
FLOOR PLANS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.1.3B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/4" = 1'-0"1BUILDING B ROOF PLAN - PHASE 2
25
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
A
A
A
WAP
WAP
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
1
A4.1.0
2
A4.1.0
MULTIPURPOSE
ROOM
101
BREAK ROOM
102
FURNITURE
STORAGE
103
9' - 0"
37' - 3 1/4"
74' - 8 1/2"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
4
A5.1.0
U-EMU
U-EM
U
U
U-EM
U-EM
U
U-EM
U
U-EM
U
U-EM
U
U-EM
U
IF-01
A6.2
4
A6.2
2
4
A4.1.0
3
A4.1.0
TI-01
C
C
C
C
C
C
C
C
C
K3
K3
S.01
S.01
S.01
C
C
MI.05
MI.05
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.09
MI.09
2
A5.1.0
12' - 0"
H H
H
PT-01
FC-01
TYP. BETWEEN
FRAMING AND BEAMS
GLB-01
TYP. PER
STRUCTURAL
PT-01
HH
MI.01
MI.01
MI.01
MI.01
K3
K3
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ
CEILING MOUNTED
ELECTRICAL INFRASTRUCTURE
SHALL BE INSTALLED TIGHT
TO CEILING AND EXPOSED
STRUCTURAL FRAMING, TYP.
CEILING MOUNTED
ELECTRICAL INFRASTRUCTURE
SHALL BE INSTALLED TIGHT
TO CEILING AND EXPOSED
STRUCTURAL FRAMING, TYP.
N
N
N
N
MI.01
MI.01
MI.01 MI.01
MI.01
35' - 8"
A6.0.2
1
A6.0.1
1
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:50:47 PM
2308
REFLECTED
CEILING PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.2.1A
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING A LEVEL 1 REFLECTED CEILING PLAN - PHASE 1
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
WAP
WAP
AA
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2
X3
U5
U4
U3
1
A4.2.0
ELECTRICAL ROOM
109
CUSTODIAN
CLOSET
110
MACHINE ROOM
112
ELEVATOR
111
LUNCH STORAGE
113
ADA FAMILY
RESTROOM
104
8' - 6"
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
A6.3
11
A6.4
6
A6.5
7
A6.6
6
A6.7
6
A-EM
A-EM A
A-EM
A-EM
A-EM
AAA
A
A A A
B
B
B
B
B
B
B
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
21' - 3" 9' - 10" 46' - 10"
C
C
C
C
C
C
C
C
T
LOWER HUB
106 WORKSHOP
107
MATERIAL STORAGE
108
RESTROOM
114
9' - 0"
A-EM
4
A4.2.1
3
A4.2.1
7
A4.2.1
6
A4.2.1
5
A4.2.1
TI-01
OVERHANG ABOVE
F F F
FFF
H-EM
H
U2
S.01
S.01
S.01 S.01
S.01
S.01
S.01
A A A A A
S
A A
MI.04
3' - 0"
EQ
EQ
H
MI.04
EQ EQ
5' - 2 3/4"
MI.04
EQ EQ
4' - 0 1/8"MI.04
MI.05
MI.06
2
A5.1.3
1
A5.1.4
TI-01
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
V3
2
A4.2.1
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
77' - 11"
21' - 3"
43' - 10 3/4"
1
A4.2.1
X42
A4.2.0
K3
H H
HH
PT-01
PT-01
PT-01
PT-01
PT-01
PT-01
PT-01
PT-01
3
A5.1.2
1051
107B
V
V
V
V
V
V
V
V
K4
A-EM
3' - 0"
8' - 0"
8' - 0"
3' - 0"
8' - 0"
8' - 0"
8' - 0"
12' - 6"
C
3' - 0"
3' - 1"
2' - 11"
3' - 0"
3' - 0"
3' - 0"
4' - 9"
9' - 8"
3' - 0"
NN
N
10' - 1"
10' - 1"
108B
3' - 8"
8' - 0"
8' - 0"
2' - 2"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:51:00 PM
2308
REFLECTED
CEILING PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.2.1B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING B LEVEL 1 REFLECTED CEILING PLAN - PHASE 2
25
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
No.Description Date
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
WAP
WAP
WAP
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
MEDIUM OFFICE
202
LARGE OFFICE
203
IT ROOM
206
LARGE OFFICE
208
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
211
SMALL OFFICE
212
SMALL OFFICE
213
MEDIUM OFFICE
214
STAFF RESTROOM
217
SHARED OFFICE
218
MEETING ROOM
207
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
CLOSET
205CLOSET
204
CLOSET
219
UPPER HUB
201
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
A6.8
2
A6.9
12
A6.10
1
A6.12
1
A6.13.1
2
A6.9
10 A
A
A
A
A
A
A
A
A
A-EM
A
A-EM
A
A
A
A
8' - 6"
K
K
K
P
P
P
R
8' - 0"
11' - 0"
A
BREAK ROOM
215
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D-EM
D
D-EM
D
D-EM
D-EM
D
D-EM
D
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
STORAGE
216
U2
S.01
S.01
S.01
Q
Q
K4
K4
K4
K4
K4
K4
MI.01
MI.01
MI.01
MI.01
MI.01
MI.01
MI.01
A6.10
8
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
MI.05
A-EM
A-EM
MW-01H-EM
2
A5.1.3
1
A5.1.4
A
V3
H
H
D-EM
D
2
A4.2.1
21' - 3"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3" 9' - 10" 46' - 10"
77' - 11"
9' - 0"
8' - 6"
A6.10
1
A6.10
1
A6.10
1
A6.9
12
A6.8
2
A6.9
12
X42
A4.2.0
D
S.01
D-EM
D-EM
11' - 0"
A6.11
4
MI.01
D
Y
3
A5.1.2
MI.01
MI.01
MI.01
MI.01
MI.01
MI.01
MI.01
2012
2185
2186
2184
2183
2151
2143
2142
2141
2132
2121
21122111
2101
20922091
2084
2082
2081
2034
2031
2032
2023
2022 2021
2011
MI.01
A
MI.05
MI.11
MW-01
A
N
N
N
S
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:51:14 PM
2308
REFLECTED
CEILING PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.2.2B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING B LEVEL 2 REFLECTED CEILING PLAN
25
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
No.Description Date
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
A
+42"+42"+42"
+42"+42"
A
A
A
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
1
A4.1.0
2
A4.1.0
74' - 8 1/2"
MULTIPURPOSE
ROOM
101
FURNITURE
STORAGE
103BREAK ROOM
102
37' - 3 1/4"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
4
A5.1.0
4
A4.1.0
3
A4.1.0
2
A5.1.0
CEILING MOUNTED
PROJECTOR ABOVE
CEILING MOUNTED
PROJECTOR ABOVE
9"9"7' - 11"
PROVIDE CAT6 FOR SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6
FOR SECURITY
CAMERA
3' - 8"
9"
7"
2' - 3"
11' - 6"
3' - 2"10' - 1"
9' - 6"
11' - 6"
24' - 0"
6' - 7"
5' - 10"
6' - 0"
4' - 8"
4' - 8"
5' - 8"
1' - 7"
2' - 2"
2' - 2"
1' - 0"
1' - 8"
4' - 10"11' - 2"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:51:18 PM
2308
FURNITURE,
POWER AND
DATA PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.3.1A
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING A LEVEL 1 FURNITURE, POWER & DATA FLOOR PLAN - PHASE1
25
NOTE:
1. ALL FURNITURE TO BE
PROVIDED BY OWNER
No.Description Date
+4
2
"
+
4
2
"
AA
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2
X3
U5
U4
U3
1
A4.2.0
WORKSHOP
107
MATERIAL STORAGE
108
ELECTRICAL ROOM
109
CUSTODIAN
CLOSET
110
ELEVATOR
111
LUNCH STORAGE
113
21' - 3" 9' - 10" 46' - 10"
21' - 3"
MACHINE ROOM
112
ADA FAMILY
RESTROOM
104
RESTROOM
114
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
4
A4.2.1
3
A4.2.1
7
A4.2.1
6
A4.2.1
5
A4.2.1
U2
ø 5' - 0"
2
A5.1.3
1
A5.1.4
V3
2
A4.2.1
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
77' - 11"
1
A4.2.1
X42
A4.2.0
12' - 8"
3
A5.1.2
+42"
BLACK OUTLET
ON PLYWOOD,
TYP.
+6"
+6"
2' - 10"
3
'
-
3
"
8"
5
"
4
'
-
4
"
BLACK OUTLET
ON PLYWOOD,
TYP.
8' - 8"
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
42
"
4
2
"
4
2
"
A6.5
8
13' - 9" 11' - 3"
4' - 4"
1' - 7 7/8"
FLOOR BOX, TYP.
2' - 10"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:51:28 PM
2308
FURNITURE,
POWER AND
DATA PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.3.1B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING B LEVEL 1 FURNITURE, POWER & DATA FLOOR PLAN - PHASE 2
25
NOTE:
1. ALL FURNITURE TO BE
PROVIDED BY OWNER
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
3
A
+42"
+42"
A
A
A
A
A
+42"
A
A
A
A
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2
X3
U5
U4
U3
1
A4.2.0
SHARED OFFICE
218
LARGE OFFICE
203
MEETING ROOM
207
IT ROOM
206
LARGE OFFICE
208
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
213
STORAGE
216STAFF RESTROOM
217
MEDIUM OFFICE
214
81' - 2 1/2"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
25' - 9 7/8"
43' - 10 3/4"
10' - 4 3/8"
23' - 0 3/4"
10' - 5 5/8"
SMALL OFFICE
212
SMALL OFFICE
211
MEDIUM OFFICE
202
CLOSET
204
CLOSET
205
CLOSET
219
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
U2
2
A5.1.3
1
A5.1.4
V3
2
A4.2.1
21' - 3" 9' - 10" 46' - 10"
77' - 11"
21' - 3"
X42
A4.2.0
6"
15' - 8"
3' - 4"
3
A5.1.2
+6"
+6"
+6"
+6"
BLACK OUTLET
ON PLYWOOD,
TYP.
BLACK OUTLET
ON PLYWOOD,
TYP.
BLACK OUTLET
ON PLYWOOD,
TYP.
PROVIDE CAT6 FOR
SECURITY CAMERA
PROVIDE
CAT6 FOR
SECURITY
CAMERA
PROVIDE CAT6 FOR
SECURITY CAMERA
+6"
+6"
BLACK OUTLET
ON PLYWOOD,
TYP.
2' - 9"3"
1' - 0"
1' - 0"6"
4' - 8"
2' - 10"
4' - 0"
2' - 3"
3' - 10"
10"
6"
2' - 6"
3' - 3"
1' - 3"
6"
4' - 4"
1' - 1"
3' - 3"
1' - 3"
7"
4' - 0"
7"
4' - 0"
1' - 1"
3' - 3"
1' - 1"
3' - 3"
1' - 3"
1' - 3"
7"
4' - 0"
7"
4' - 0"
1' - 0"
1' - 1"
3' - 3"
7"
4' - 0"
1' - 1"
3' - 3"
7"7"2' - 4"
11"
6"
3' - 1"7"
6' - 10"
8"
8"
3' - 7"
5' - 0"
1' - 9"
9"6"5' - 9"
7"10"
MI.15
MI.15
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:51:39 PM
2308
FURNITURE,
POWER AND
DATA PLANS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.3.2B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING B LEVEL 2 FURNITURE, POWER & DATA FLOOR PLAN - PHASE 2
25
NOTE:
1. ALL FURNITURE TO BE
PROVIDED BY OWNER
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
1
A4.1.0
2
A4.1.0
4
A5.1.0
4
A4.1.0
3
A4.1.0
2
A5.1.0
FURNITURE
STORAGE
103
BREAK ROOM
102
103A
102A
102B
101O
101A
101C
101D
101E
101F
101G
101H
101I
101K
101L
101M
101N
101J
D
D
A
A
A
A
B C
B C
A
101B
I
MULTIPURPOSE
ROOM
101
SIGNAGE LEGEND
A SIGN TYPE A - EXIT SIGNAGE - 3/G05.2
SIGN TYPE B - EXIT ROUTE SIGNAGE -
4/G05.2B
SIGN TYPE C - EVACUATION SIGNAGE -
5/G05.2
SIGN TYPE D - ROOM IDENTIFICATION
SIGNAGE - 6/G05.2
C
D
SIGN TYPE E - ALL GENDER MULTI-USER
RESTROOM SIGNAGE - 7/G05.2E
SIGN TYPE F - ADA RESTROOM
SIGNAGE - 10/G05.2
F
SIGN TYPE G - ADA RESTROOM DOOR
SIGNAGE - 11/G05.2G
SIGN TYPE H - ELEVATOR SIGNAGE -
12/G05.2H
SIGN TYPE I - MAXIMUM ROOM
OCCUPANCY SIGNAGE - 2/A3.4.1AI
SIGN TYPE J - ADA RESTROOM
DIRECTION SIGNAGE - 2/A3.4.1BJ
6
6
MAXIMUM
OCCUPANCY
SIGNAGE (TACTILE) -
WHERE OCCURS
MAXIMUM
OCCUPANCY
MAXIMUM OCCUPANCY: 329 PERSONS
9"
6
"
1/2" MARINE PLYWOOD, FINISHED WITH 3
COATS OF WTER BASED POLYURETHANE,
SEMI GLOSS WITH 3M ADHESIVE FILM
1/32" RAISED GRAVOTAC(COLOR 37058) OR
SIMILAR, 60PT FUTURA MD BT, TRACKING 150
1/16" BALLS FOR BRAILLE PRESS FIT
329 PERSONS
48" MIN.
48" MIN ABOVE THE
FINISH FLOOR MEASURED
FROM THE BASELINE
OF THE BRAILLE
1/4" = 1'-0"1BUILDING A LEVEL 1 SIGNAGE PLAN - PHASE 1
NOTES:
1. REFER TO SHEET G0.5.2 FOR SIGNAGE DETAILS.
1/2" = 1'-0"2(SIGN TYPE I) MAXIMUM ROOM OCCUPANCY SIGNAGE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:07:41 AM
2308
SIGNAGE PLAN
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.4.1A
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
25
No.Description Date
3 PC01 CORRECTIONS 03/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
4
A4.2.1
3
A4.2.1
7
A4.2.1
6
A4.2.1
5
A4.2.1
U2
2
A5.1.3
1
A5.1.4
V3
WORKSHOP
107
MATERIAL STORAGE
108
ELECTRICAL ROOM
109
CUSTODIAN
CLOSET
110
ELEVATOR
111
LUNCH STORAGE
113
ADA FAMILY
RESTROOM
104
MACHINE ROOM
112
106A
107A
108A
112A
106B
113A
TICKET BOOTH
105
RESTROOM
114
114A 114B 114C 114D 114F
108B
LOWER HUB
106
107B
104A
109A
115B
115A
107C
MI.10
D
D
A
D
H
H
A
A
D
F
D
2
A4.2.1
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3"9' - 10"46' - 10"
77' - 11"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
21
'
-
3
"
1
A4.2.1
X42
A4.2.0
3
A5.1.2
D
J
DD STORAGE
115
E
A6.5
8
114E
G
COMBINED CIRCLE AND
TRIANGLE SYMBOL, DO NOT
PROVIDE ISA SYMBOL
J
PROVIDE A SIGNAGE
INDICATING
GATE TO BE OPEN DURING
BUSSINESS HOURS
SIGNAGE LEGEND
A SIGN TYPE A - EXIT SIGNAGE - 3/G05.2
SIGN TYPE B - EXIT ROUTE SIGNAGE -
4/G05.2B
SIGN TYPE C - EVACUATION SIGNAGE -
5/G05.2
SIGN TYPE D - ROOM IDENTIFICATION
SIGNAGE - 6/G05.2
C
D
SIGN TYPE E - ALL GENDER MULTI-USER
RESTROOM SIGNAGE - 7/G05.2E
SIGN TYPE F - ADA RESTROOM
SIGNAGE - 10/G05.2F
SIGN TYPE G - ADA RESTROOM DOOR
SIGNAGE - 11/G05.2G
SIGN TYPE H - ELEVATOR SIGNAGE -
12/G05.2H
SIGN TYPE I - MAXIMUM ROOM
OCCUPANCY SIGNAGE - 2/A3.4.1AI
SIGN TYPE J - ADA RESTROOM
DIRECTION SIGNAGE - 2/A3.4.1BJ
1' - 3"
7
"
1/2" MARINE PLYWOOD,
FINISHED WITH 3 COATS
OF WTER BASED
POLYURETHANE, SEMI
GLOSS WITH 3M ADHESIVE
FILM
1/32" RAISED
GRAVOTAC(COLOR 37058)
OR SIMILAR, 80PT FUTURA
MD BT, TRACKING 150
INTERNATIONAL SYMBOL OF
ACCESSIBILITY PER 8/G0.5.2
COLOR: BLUE
COLOR: WHITE
COLOR: CONTRASTING
ACCESSIBLE
RESTROOM
1/16" BALLS FOR BRAILLE
PRESS FIT
ACCESSIBLE RESTROOM
3
"
48
"
M
I
N
.
48" MIN ABOVE THE
FINISH FLOOR MEASURED
FROM THE BASELINE
OF THE BRAILLE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/
2
9
/
2
0
2
5
3
:
2
5
:
4
7
P
M
2308
SIGNAGE PLAN
MAY 30, 2025
PLAN CHECK
SUBMITTAL 04
A3.4.1B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 30, 2025
25
1/4" = 1'-0"1BUILDING B LEVEL 1 SIGNAGE PLAN - PHASE 2
NOTES:
1. REFER TO SHEET G0.5.2 FOR SIGNAGE DETAILS.
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
7 PC SUBMITTAL 04 05/30/25
1/2" = 1'-0"2(SIGN TYPE J) ADA RESTROOM DIRECTION SIGNAGE
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
7
7
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2 X3
U5
U4
U3
1
A4.2.0
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
U2
2
A5.1.3
1
A5.1.4
V3
SHARED OFFICE
218
LARGE OFFICE
203
MEETING ROOM
207IT ROOM
206
LARGE OFFICE
208
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
213
STORAGE
216
MEDIUM OFFICE
214
SMALL OFFICE
212
SMALL OFFICE
211
MEDIUM OFFICE
202
CLOSET
204
CLOSET
205
CLOSET
219
206A
203A
204A
208A
205A
209A
210A
211A
212A
213A
214A
217A
216A
218A
219A
UPPER HUB
201
BREAK ROOM
215
215A
DK-01
TERRACE
STAFF RESTROOM
217
H
H
D
D
D
D D
D
D
A
D
D
D
D
D
D
D
D
D
A B C
2
A4.2.1
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3"9' - 10"46' - 10"
77' - 11"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
21' - 3"
X42
A4.2.0
3
A5.1.2
E
E
SIGNAGE LEGEND
A SIGN TYPE A - EXIT SIGNAGE - 3/G05.2
SIGN TYPE B - EXIT ROUTE SIGNAGE -
4/G05.2B
SIGN TYPE C - EVACUATION SIGNAGE -
5/G05.2
SIGN TYPE D - ROOM IDENTIFICATION
SIGNAGE - 6/G05.2
C
D
SIGN TYPE E - ALL GENDER MULTI-USER
RESTROOM SIGNAGE - 7/G05.2E
SIGN TYPE F - ADA RESTROOM
SIGNAGE - 10/G05.2
F
SIGN TYPE G - ADA RESTROOM DOOR
SIGNAGE - 11/G05.2G
SIGN TYPE H - ELEVATOR SIGNAGE -
12/G05.2H
SIGN TYPE I - MAXIMUM ROOM
OCCUPANCY SIGNAGE - 2/A3.4.1AI
SIGN TYPE J - ADA RESTROOM
DIRECTION SIGNAGE - 2/A3.4.1BJ
6
6
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:08:00 AM
2308
SIGNAGE PLAN
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A3.4.2B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
25
1/4" = 1'-0"1BUILDING B LEVEL 2 SIGNAGE PLAN - PHASE 2
NOTES:
1. REFER TO SHEET G0.5.2 FOR SIGNAGE DETAILS.
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
6
R2
S1
S3
S4
1
A5.1.0
3
A5.1.0
R1
S2
1
A4.1.0
2
A4.1.0
4
A5.1.0
4
A4.1.0
3
A4.1.0
2
A5.1.0
37' - 3 1/4"
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
0' - 0"
+0' - 14"
+0' - 14"
+0' - 14"
+0' - 14"
+0' - 14"
+0' - 14"
+0' - 14"
17' - 9"
2' - 2 5/8"
3' - 0"
2' - 6 7/8"
2' - 1 1/8"
3' - 0"
2' - 2 5/8"
17' - 9"
3
/4"
3' - 0"10 5/8"
6' - 0"
3' - 7 1/8"
3' - 11"
12' - 7 5/8"
TYP.
12' - 0"
TYP.
12' - 0"
TYP. CONTROL
JOINT
8 3/4"
+0' - 14"
7 7/8"
7 7/8"
+0' - 14"
7 7/8"
8 3/4"
11 5/8"
11 5/8"
+0' - 6"
11 5/8"
11 5/8"
7 7/8"
+0' - 6" PREPARE RECESS IN SLAB PER
INSTRUCTIONS BY 'BASE
SPECIALTIES'
FOR THE BASE MAT, TYP.
13' - 0 1/2"
6' - 0"
3' - 0"
3' - 0"
18' - 2"
10
A8.7
10
A8.7
10
A8.7
10
A8.7
+0' - 6" +0' - 6"
3"
-0' - 0 7/16"
+0' - 0"
2"
3"
2"
-0' - 0 7/16"
+0' - 0" 3' - 0"
3"2"
-0' - 0 7/16"
+0' - 0"
2"
3"
3' - 0"
-0' - 0 7/16"
+0' - 0"
3' - 0"
6' - 0"
3' - 0"
CURB PER DETAIL 2/A8.4
CURB PER DETAIL 3/A8.4
CURB PER DETAIL 3/A8.4
CURB PER DETAIL 2/A8.4
PREPARE RECESS IN SLAB PER
INSTRUCTIONS BY 'BASE
SPECIALTIES'
FOR THE BASE MAT, TYP.
PREPARE RECESS IN SLAB PER
INSTRUCTIONS BY 'BASE
SPECIALTIES'
FOR THE BASE MAT, TYP.
+0' - 4" (PAD FOR
SWITCHGEAR)
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:18 PM
2308
SLAB PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.5.1A
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/4" = 1'-0"1BUILDING A LEVEL 1 SLAB PLAN - PHASE 1
NOTES:
1) CONTROL JOINT PER STRUCTURAL DETAIL
5/S5.01
2) ALL CURBS TO BE CO-02
3) ELEVATOR PIT TO BE WATERPROOFED WITH
WRB-02
4) INCLUDE WRB-02 AT ALL FOUNDATIONS WHERE
EXTERIOR GRADE ELEVATION IS AT/ABOVE
ELEVATION OF INTERIOR SPACE. WHERE WRB-02 IS
EXPOSED, FINISH WITH FLASHING. No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2
X3
U5
U4
U3
1
A4.2.0
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
4
A4.2.1
3
A4.2.1
7
A4.2.1
6
A4.2.1
5
A4.2.1
U2
2
A5.1.3
1
A5.1.4
V3
1% MIN
1% MIN
1% MIN 1% MIN
1% MIN 1% MIN1% MIN 1% MIN
9' - 11 3/8"
+0' - 14"
+0' - 14"
7' - 0"
8"
8"
1' - 10 7/8"
8' - 2 5/8"
8"
8"
+0' - 14"
TO UNDERSIDE
OF DECK
+16' - 5 1/2"
18' - 2 3/8" 6' - 0" 6' - 11" 8' - 0 1/8"
9' - 9 1/2"
8' - 0"
2' - 2 1/4"
3' - 0"
5' - 1 5/8"
4' - 2"
9' - 8"
1' - 5 7/8"
3' - 0 1/2"
5' - 2"
4' - 0"
6' - 10 1/2" 11' - 10" 6' - 1 1/2"
4"
TO UNDERSIDE
OF DECK 5' - 7 1/2"
TO UNDERSIDE
OF DECK
TO UNDERSIDE OF DECK
TO UNDERSIDE OF DECK
TO UNDERSIDE
OF DECK
1% MIN
1% MIN
+16' - 5 1/2"
-4' - 0"
+16' - 5 1/2"
+0' - 0"
+0' - 0"
+0'-3/4"
+0' - 0"
1% MIN 1% MIN 1% MIN
+0' - 0"
+0' - 0"
2
A4.2.1
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3" 9' - 10" 46' - 10"
77' - 11"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
21' - 3"
1
A4.2.1
X42
A4.2.0
3
A5.1.2
TYP. CONTROL JOINT
TYP.
12' - 0"
TYP.
12' - 0"
12' - 11 5/8"
10
A8.7
8 3/4"
8 3/4"
+0' - 14"
8 3/4"
7 1/8"
11 1/4"
8 3/4"
8 3/4"
7 1/8"
11 1/4"
8"
1' - 10 3/4"
8' - 0"
8"
1' - 4"
6' - 0"
3' - 0"
10
A8.7
5"
3' - 0"
1' - 7 1/4" 3' - 0"
10
A8.7+0' - 0"
-0'-1 1/16"
- 0'-3/4"
- 0'-3/4"
+0'-0"
1% MIN1% MIN
+0' - 0"
3"
-0' - 0 7/16"
+0' - 0"
PREPARE RECESS IN SLAB PER
INSTRUCTIONS BY 'BASE
SPECIALTIES'
FOR THE BASE MAT, TYP.
+1' - 2 5/8"
A8.7
9
3' - 11"
3"2' - 2"
3"
7' - 8 3/4"
3"
10' - 11 3/4"
3"
2' - 2"
+0' - 6"
CURB PER
DETAIL 3/A8.4
2' - 7 1/8"
3' - 0 5/8"
29' - 0 3/8"
+1' - 4"
+1' - 4"
SEE SHEET A6.14 FOR
MORE DETAIL ON
DEPRESSION IN
CONCRETE SLAB AT
GATE TRACK
2"
3"
-0' - 0 7/16"
+0' - 0"
PREPARE RECESS IN SLAB
PER INSTRUCTIONS BY
'BASE SPECIALTIES'
FOR THE BASE MAT, TYP.
PREPARE RECESS IN SLAB
PER INSTRUCTIONS BY
'BASE SPECIALTIES'
FOR THE BASE MAT, TYP.
2"
1' - 8 7/8"
3' - 0"
3' - 0"
3"
2"
-0' - 0 7/16"
+0' - 0"
+0'-2"
+0'-2"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:27 PM
2308
SLAB PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.5.1B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/4" = 1'-0"1BUILDING B LEVEL 1 SLAB PLAN - PHASE 2
NOTES:
1) CONTROL JOINT PER STRUCTURAL DETAIL
5/S5.01
2) ALL CURBS TO BE CO-02
3) ELEVATOR PIT TO BE WATERPROOFED WITH
WRB-02
4) SEE SHEETS A8.3 AND A8.4 FOR DETAILS OF
CONCRETE AT OPENINGS
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
U6
U1
V1
V2
V4
V5
2
A5.1.1
2
A5.1.5
2
A5.1.7
Y1
X1
Y2
1
A5.1.3
X2
X3
U5
U4
U3
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
2
A5.1.4
1
A5.1.6
1
A5.1.5
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
1
A5.1.7
U2
2
A5.1.3
1
A5.1.4
V3
12' - 11 1/2"
+16' - 5 1/2"
+16' - 5 1/2"
CONCRETE DECK
PER STRUCTURAL
5' - 2 1/4"
1/2"
+16' - 5 1/2"
8' - 8 1/8"
7' - 0"3 5/8"
10' - 1 5/8"
16' - 0"
7' - 2 1/2"
1' - 0"
6 1/4"
7 1/8"
7 1/8"
7 1/8"
7"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
43' - 10 3/4"
21' - 3"
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
81' - 2 1/2"
21' - 3" 9' - 10" 46' - 10"
77' - 11"
X4
7 1/8"
3
A5.1.2
+0' - 6"
9"
+12' - 9 1/4"
AREA DRAINS AT
TERRACE; SEE 11/A8.7
+12' - 9 1/4"
PROVIDE CONCRETE
TOPPING TO ACHIEVE
DESIRED THICKNESS AND
SLOPES
+12' - 11"
AREA DRAINS AT
TERRACE; SEE 11/A8.7
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:31 PM
2308
SLAB PLAN
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A3.5.2B
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/4" = 1'-0"1BUILDING B LEVEL 2 SLAB PLAN - PHASE 2
1% MIN
1% MIN
1% MIN
1% MIN
NOTES:
1) CONTROL JOINT PER STRUCTURAL DETAIL
5/S5.01
2) ALL CURBS TO BE CO-02
3) ELEVATOR PIT TO BE WATERPROOFED WITH
WRB-02
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1 Y2
1
A5.0.1
2
A5.0.1
BUILDING B
PHASE 2
BUILDING A
PHASE 1
BUILDING A
PHASE 1
BUILDING B
PHASE 2
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y1Y2
1
A5.0.1
2
A5.0.1
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:37 PM
2308
KEY
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A4.0.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"1KEY ELEVATION NORTH
3/16" = 1'-0"2KEY ELEVATION SOUTH
25
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
X1X2X3X4
BUILDING A
PHASE 1
BUILDING B
PHASE 2
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
X1 X2 X3 X4
BUILDING B
PHASE 2
BUILDING A
PHASE 1
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:43 PM
2308
KEY
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A4.0.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"1KEY ELEVATION WEST
3/16" = 1'-0"2KEY ELEVATION EAST
25
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S1S3S4
3
A5.1.0
S2
4
A5.1.0
TI-01
WD-01
S.01S.01
21' - 1 1/2"
20
A8.6
20
A8.6
7' - 0"
N
EQEQ
7' - 0"
EQEQ
N
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S1 S3 S4
3
A5.1.0
S2
4
A5.1.0
TI-01
GL-01
21' - 1 1/2"
SECURITY GATE IN CLOSED POSITION
S.01
20
A8.6
20
A8.6
22
A8.6
22
A8.6
N
6' - 7"
R2
1
A5.1.0
R1
WD-01GL-01
S.01
2
A5.1.0
20
A8.6
20
A8.6
7' - 0"
N
SIGNAGE UNDER SEPARATE PERMIT
R2
1
A5.1.0
R1
WD-01
S.01
10' - 10 1/8"
3' - 11"
2
A5.1.0
20
A8.6
20
A8.6
FDC CONNECTION
BLACK ANODIZED
ALUMINUM, 2" DEEP, 1"
STROKE, 6" HEIGHT,
CUSTOM FONT
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:52:56 PM
2308
BUILDING A
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A4.1.0
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING A SOUTH ELEVATION - PHASE 1
1/4" = 1'-0"2BUILDING A NORTH ELEVATION - PHASE 1
1/4" = 1'-0"3BUILDING A WEST ELEVATION - PHASE 1
1/4" = 1'-0"4BUILDING A EAST ELEVATION - PHASE 1
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
2
A5.1.1
X1 X2 X3
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
CO-02
WD-01
CO-02
TI-01
GL-01
S.01
X4
3
A5.1.2
20
A8.6
26
A8.6
10' - 1"
EQ.
EQ.
TYP. TIE HOLE
6
A8.7
BLACK ANODIZED
ALUMINUM, 2" DEEP,
1" STROKE, 6"
HEIGHT, CUSTOM
FONT
7
A8.7
FDCTB.02
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
U6
U1
2
A5.1.5
U5 U4 U3
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
WD-01
WD-01
TI-01
CO-02
CO-02
U2
25
A8.6
24
A8.6
26
A8.6
20
A8.6
26
A8.6
26
A8.6
7' - 0"
N
S.01
9' - 2"
MI.06
MI.16 MI.16
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:53:10 PM
2308
BUILDING B
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A4.2.0
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2BUILDING B EAST ELEVATION 01 - PHASE 2
1/4" = 1'-0"1BUILDING B WEST ELEVATION 01 - PHASE 2
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1Y2
1
A5.1.3
2
A5.1.4
CO-02
TI-01
WD-01
CO-02
PT-01
SECURITY GATE IN
CLOSED POSITION
1
A5.1.4
20
A8.6
20
A8.6
26
A8.6
21
A8.6
VERTICAL CLEARANCE
7' - 5"10' - 1"
PLANTER/BENCH
PROPOSED AS A BARRIER
FOR THE VERTICAL
CLEARANCE LESS THAN
7'-2"
VERTICAL CLEARANCE
7' - 0 1/2"3
3
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
X1
CO-02
21
A8.6
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
V5
1
A5.1.6
WD-01
26
A8.6
21
A8.6
MI.16
V4 V5
1
A5.1.6
WD-01
V3
21
A8.6
26
A8.6
SIM.
8' - 4"
S.01
9' - 2"
1
A5.1.2
CO-02
3
A5.1.2
21
A8.6
SIM.
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y2
CO-02
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
CO-02
CO-02 WD-01
WD-01
26
A8.6
26
A8.6
26
A8.6
S.01
9' - 0"
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:53:24 PM
2308
BUILDING B
ELEVATION
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A4.2.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1BUILDING B SOUTH ELEVATION 01
1/4" = 1'-0"4BUILDING B WEST ELEVATION 02
1/4" = 1'-0"3BUILDING B SOUTH ELEVATION 02
1/4" = 1'-0"7BUILDING B NORTH ELEVATION 01
1/4" = 1'-0"6BUILDING B WEST ELEVATION 03
1/4" = 1'-0"5BUILDING B SOUTH ELEVATION 03
1/4" = 1'-0"2BUILDING B NORTH ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTE:
1. ALL EXPOSED DUCTS AND STRUCTURAL STEEL
SHALL BE FINISHED PT-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
X1 X2 X3 X4
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
X1X2X3
X4
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:53:31 PM
2308
KEY SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.0.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/16" = 1'-0"2LONGITUDINAL BUILDING SECTION 2
3/16" = 1'-0"1LONGITUDINAL BUILDING SECTION 1
25
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S1S3S4
3
A5.1.0
S2
4
A5.1.0
A7.1
9
A7.1
8
MULTIPURPOSE
ROOM
101
BREAK ROOM
102
A7.1
8
A7.1
7OPP.
A1
B1
B1
C2
A7.1
10
C1 C1 C2
R2
1
A5.1.0
R1
2
A5.1.0
A7.1
4
A7.1
3
A7.1
5
A7.1
1
BREAK ROOM
102
FURNITURE
STORAGE
103
B4
C2
B1
A1
C2
C2
R2
1
A5.1.0
R1
2
A5.1.0
A7.1
4
A7.1
3
MULTIPURPOSE
ROOM
101
A7.1
2
B4
A1
SIM.
C2
C1
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S1 S3 S4
3
A5.1.0
S2
4
A5.1.0
A7.1
8
A7.1
6
FURNITURE
STORAGE
103
MULTIPURPOSE
ROOM
101
12' - 0"
A7.1
8
MI.10
OPP.
A7.1
7
A7.1
9
C2
A1
B1
OPP.OPP.
C1 C1C2
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:53:45 PM
2308
BUILDING
SECTIONS
BUILDING A
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.0
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1LONGITUDINAL SECTION FACING NORTH
1/4" = 1'-0"4BREAK ROOM SOFFIT
1/4" = 1'-0"3CROSS SECTION AT MPR
1/4" = 1'-0"2LONGITUDINAL SECTION AT FURNITURE STORAGE
25
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1Y2
1
A5.1.3
2
A5.1.4
TI-02
1
A5.1.4
A7.2
4
A7.6
3
A7.3
8
A7.4
11
A7.4
10
A7.3
10
A7.4
2
A7.2
10
MEETING ROOM
207
MEDIUM OFFICE
209
RESTROOM
114
ADA FAMILY
RESTROOM
104
12' - 5 1/4"
A7.3
8 OPP.
A1
A2
C3 C4C4
B4
B1
B1
B2
B2
FUR CEILING FLUSH
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.2
5
A7.3
11
A7.3
6
A7.2
10
UPPER HUB
201
SMALL OFFICE
211
LOWER HUB
106 10' - 1"
A1
B1
A2
B4
C3 C4C4
B2
SIM.
FUR CEILING FLUSH
7' - 0"
N
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.6
9
A7.3
12
A7.6
6
A7.6
5
WORKSHOP
107
CUSTODIAN
CLOSET
110
UPPER HUB
201
SMALL OFFICE
212
A7.4
2
A7.3
11 OPP.
A7.2
10 OPP.
C3C4
A2
A1
B4
B2
A7.6
13
SIM.
C5
A1
ELEVATOR
111
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.4
7
A7.6
9
A7.3
12
MACHINE ROOM
112
ELECTRICAL ROOM
109
WORKSHOP
107
CLOSET
219
UPPER HUB
201
STAFF RESTROOM
217
UPPER HUB
201
SMALL OFFICE
212
A7.6
8
CUSTODIAN
CLOSET
110
A7.3
10
A7.3
12
A7.4
7 OPP.
A7.3
11 OPP.
A7.3
4
A7.2
10 OPP.
A1
A2
B4
C4 C3
C4
B1
B1B3B2
SIM.
A7.2
2
B1
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:54:03 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1CROSS SECTION AT BATHROOM
1/4" = 1'-0"2CROSS SECTION AT 1ST FLOOR HUB
1/4" = 1'-0"4CROSS SECTION AT CUSTODIAN ROOM
1/4" = 1'-0"3CROSS SECTION AT MACHINE ROOM
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.3
4
A7.5
1
A7.6
2
SMALL OFFICE
213
UPPER HUB
201
STORAGE
216
UPPER HUB
201
SHARED OFFICE
218
WORKSHOP
107
A7.3
11 OPP.
A7.3
11
A7.2
9
A7.5
1 OPP.
A1
A2
B4
B2
C4 C3 C4
B4
A7.2
10 OPP.
COLUMN
FOOTING BEYOND
8' - 4"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.6
2
SHARED OFFICE
218
BREAK ROOM
215
MEDIUM OFFICE
214
MATERIAL STORAGE
108
A7.2
9
B4
A2
A1
C4 C3 C4
B1
A7.2
3
A7.3
10 SIM.
A7.3
11 SIM.
9' - 0"
7' - 6"
Y1 Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
10' - 1"
A6.15.1
3
A7.3
2
A2
8' - 4"
STORAGE
115
Y1Y2
1
A5.1.3
2
A5.1.4
1
A5.1.4
A7.2
6
A7.3
3
A7.3
2
B4
A1
A2
MATERIAL STORAGE
108
8' - 7 1/2"
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:54:18 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2CROSS SECTION AT WORKSHOP
1/4" = 1'-0"1CROSS SECTION AT MATERIAL STORAGE
1/4" = 1'-0"4CROSS SECTION AT EXTERIOR STAIRS
1/4" = 1'-0"3CROSS SECTION AT LEVEL 02 TERRACE
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
2
A5.1.1
X1X2X3
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
A7.2
1
A7.3
7
A7.3
9
A7.6
12
A7.6
7
A7.2
7
A7.5
8
A7.6
11
ADA FAMILY
RESTROOM
104
LOWER HUB
106
WORKSHOP
107
MEDIUM OFFICE
214
SMALL OFFICE
213
SMALL OFFICE
212
UPPER HUB
201
LARGE OFFICE
208
A7.3
12 SIM.
A7.3
9
MATERIAL STORAGE
108
X4
A7.4
1
A7.3
1
A7.4
2 SIM.
3
A5.1.2
B4
B1
B1
A2
C3
B2 B2
B1
A1
A8.11
6
A2
STORAGE
115
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
U6
U1
2
A5.1.5
U5 U4 U3
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
U2
A7.3
5
A7.6
11
A7.5
8
A7.2
7
A7.6
7
RESTROOM
114
LOWER HUB
106
CUSTODIAN
CLOSET
110
ELECTRICAL ROOM
109
BREAK ROOM
215
UPPER HUB
201
LARGE OFFICE
203
A7.3
12 SIM.
A7.6
7
A7.3
12
OPP.
A7.4
6
A1
A2
C3
B4
B1
B1
B1
B1
A7.2
11
OPP.
COLUMN
FOOTING BEYOND
B4
10' - 6"
11' - 3"
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:54:32 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"1LONGITUDINAL SECTION AT LEVEL 1 HUB
1/4" = 1'-0"2LONGITUDINAL SECTION AT ELECTRICAL ROOM
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
2
A5.1.1
X1X2X3
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
A7.3
1
A7.2
8
A7.5
4
A7.5
3
A7.5
5
A7.4
8
A7.5
9
WORKSHOP
107
LOWER HUB
106
RESTROOM
114
BREAK ROOM
215
STORAGE
216
UPPER HUB
201
MEETING ROOM
207
IT ROOM
206
LARGE OFFICE
203
MATERIAL STORAGE
108
X4
A7.4
1
A7.3
12
A7.4
12
A7.4
2
A7.2
7
A7.3
8 SIM.
?
?
3
A5.1.2
A1
A2
C3
B1 B2
B1
B1 B4
B3
SIM.
COLUMN FOOTING BEYOND
A2
11' - 3"
STORAGE
115
A7.5
12
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
2
A5.1.1
X1 X2 X3
1
A5.1.1
4
A5.1.1
3
A5.1.1
2
A5.1.2
1
A5.1.2
4
A5.1.2
A7.2
1
A7.3
12
A7.3
9
A7.3
9
A7.6
2
A7.6
2
WORKSHOP
107
TICKET BOOTH
105
ADA FAMILY
RESTROOM
104
LARGE OFFICE
208
UPPER HUB
201
MEDIUM OFFICE
209
SMALL OFFICE
210
SMALL OFFICE
211
SMALL OFFICE
212
SMALL OFFICE
213
MEDIUM OFFICE
214
X4
A7.4
1 OPP.
A7.3
1 OPP.
A7.6
11 OPP.
A7.4
2 OPP.
A7.2
7 A7.5
8 OPP.
A7.3
9
A7.3
9
A7.3
7 OPP.
OPP.
3
A5.1.2
OPP. OPP. OPP. OPP.
A1
A2
C4
B2B2 B2 B2B2
B4
SIM.OPP.
OPP.
OPP.
A8.11
6
MATERIAL STORAGE
108
B1
B1
COLUMN FOOTING BEYOND
B4
STORAGE
115
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:54:47 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2SECTION AT HUB 01 GLASS DOOR
1/4" = 1'-0"1LONGITUDINAL SECTION AT TICKET BOOTH
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
V1V2V4V5
2
A5.1.7
A7.5
7
A7.2
9
LARGE OFFICE
203
CLOSET
205
LARGE OFFICE
208
V3
A7.5
7 OPP.
A7.2
9
B4
A2
B1
C3 C4C4
OPP.
COLUMN FOOTING BEYOND
FUR CEILING FLUSH
11' - 6"
11' - 6"
8' - 4"
A7.5
11
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
1
A5.1.7
A7.5
10
ADA FAMILY
RESTROOM
104
RESTROOM
114
MEDIUM OFFICE
209
UPPER HUB
201
MEDIUM OFFICE
202
IT ROOM
206
UPPER HUB
201
A7.4
2
A7.4
10
A7.4
11
A7.4
2 OPP.
A7.2
10
A7.3
11
A7.2
10 OPP.
B1
B1
B4
A2
A1
B4
B2
B1
B3
B1
B2
C4 C3 C4
B1
A7.5
6
A7.5
10 OPP.
A7.6
10
V1V2V4V5
2
A5.1.7
MEETING ROOM
207
SMALL OFFICE
210
RESTROOM
114
TICKET BOOTH
105
V3
A7.4
2 SIM.
A7.4
11
A7.6
3
A7.2
10
A7.3
11
A7.3
8 OPP.
A7.3
8
A7.2
4
A7.4
9
A1
B1 B4
B1B1
A2
C3 C4C4
B2
B2
SIM.
FUR CEILING FLUSH
V1 V2 V4 V5
2
A5.1.7
WORKSHOP
107
LOWER HUB
106
SMALL OFFICE
211
UPPER HUB
201
UPPER HUB
201
V3
A7.2
5 OPP.
A7.4
2 OPP.
A7.3
11 OPP.
A7.2
10 OPP.
A1
A2
B4
C4 C3 C4
B2
B1
FUR CEILING FLUSH
A7.5
5 SIM.
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:55:08 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2CROSS SECTION AT LARGE OFFICE
1/4" = 1'-0"1CROSS SECTION AT IT ROOM
1/4" = 1'-0"4CROSS SECTION AT STAIRS
1/4" = 1'-0"3CROSS SECTION AT HUB
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
V1V2V4V5
2
A5.1.7
IF-01
WORKSHOP
107
ELECTRICAL ROOM
109
SMALL OFFICE
213
UPPER HUB
201
STAFF RESTROOM
217
UPPER HUB
201
CLOSET
219
V3
MACHINE ROOM
112
A7.2
10
A7.6
8 OPP.
A7.2
2
A7.3
12
A7.3
12
A7.6
9
A7.3
4 OPP.
A7.5
2
A1
A2
B2
C4C3C4
B1
B1 B3
OPP.OPP.SIM.
A7.4
7 OPP.
A7.4
7
A2
B4
8' - 7 1/2"
8' - 4"
8' - 4"
B1
7' - 6"
V1V2V4V5
2
A5.1.7
SHARED OFFICE
218
BREAK ROOM
215 MEDIUM OFFICE
214
V3
MATERIAL STORAGE
108
A7.4
2
A7.2
9 OPP.
A1
A2
B4
B1
C4 C3 C4
A7.2
3 OPP.
SIM.
A7.3
10
A7.3
10 SIM.SIM.
8' - 7 1/2"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
U6
U1
2
A5.1.5
U5 U4 U3 U2
A7.6
1
A7.6
4
A7.3
7
MACHINE ROOM
112
LOWER HUB
106
UPPER HUB
201
CLOSET
219
SHARED OFFICE
218
MEDIUM OFFICE
202
LARGE OFFICE
203
LUNCH STORAGE
113
A7.2
7OPP.
A7.4
2
A7.6
6 SIM.
A7.6
6 SIM.
A7.5
7
A7.3
5
A1
B1B4
A2 A2
B4
C4
B2
B1
B1
SIM.
A7.2
11
SIM.COLUMN FOOTING BEYOND
A1
A2
C4
C5
C4
FUR CEILING FLUSH
FUR CEILING FLUSH
11' - 3"
9' - 6"
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:55:25 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2CROSS SECTION AT STAFF BATHROOM
1/4" = 1'-0"3CROSS SECTION AT KITCHEN
1/4" = 1'-0"1LONGITUDINAL SECTION AT MACHINE ROOM
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
U6
U1
2
A5.1.5
U5 U4 U3
4
A5.1.5
3
A5.1.5
2
A5.1.6
3
A5.1.6
U2
A7.4
1
ADA FAMILY
RESTROOM
104
TICKET BOOTH
105
LOWER HUB
106
WORKSHOP
107
BREAK ROOM
215
UPPER HUB
201
LARGE OFFICE
208
A7.2
7
A7.4
2
A7.5
8
A7.6
7
A7.6
11
A7.5
5
A7.6
7 OPP.
A7.3
12
A7.2
8
A7.3
1
A1
A2
C3
B1
B1
B1
B1 B4
SIM.
A2
9' - 4"
MATERIAL STORAGE
108
STORAGE
115 8' - 7 1/2"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
1
A5.1.5
A7.4
1
A7.3
1
A7.4
12
CLOSET
204
CLOSET
205
IT ROOM
206
MEETING ROOM
207
UPPER HUB
201
STAFF RESTROOM
217
STORAGE
216
BREAK ROOM
215
WORKSHOP
107
LOWER HUB
106
RESTROOM
114
OPP.
OPP.
A7.2
8 OPP.
A7.5
4
A7.5
5 OPP.
A7.3
8 OPP.
A7.4
8
A7.5
7 SIM.
A7.2
7 SIM.
A7.4
3
A1
B1
B1
B4
B1
C3
B1
B2
B1B1
B4
OPP.
A7.4
5 OPP.OPP.
A7.4
4
A7.3
5 SIM.COLUMN FOOTING BEYOND
A2A2
A7.5
11
A7.5
12 OPP.
FLOOR/ROOF/CEILING TYPE KEY
CONCRETE SLAB ON GRADE, SEE 28/A8.1A1
CONCRETE METAL DECK FLOOR AT LEVEL
02, SEE 29/A8.1A2
DRYWALL CEILING, SEE 30/A8.1B1
ACT CEILING, SEE 1/A8.2B2
PLYWOOD CEILING, SEE 2/A8.2B3
BUILDING A ROOF AT MPR, SEE 4/A8.2C1
BUILDING A ROOF W/ DRYWALL, SEE 5/A8.2C2
BUILDING B ROOF 01, SEE 6/A8.2C3
BUILDING B ROOF 02, SEE 7/A8.2C4
TILE SOFFIT, SEE 3/A8.2B4
BUILDING B ELEVATOR ROOF, SEE 8/A8.2C5
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:55:41 PM
2308
BUILDING
SECTIONS
BUILDING B
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A5.1.7
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/4" = 1'-0"2LONGITUDINAL SECTION AT LEVEL 2 HUB
1/4" = 1'-0"1LONGITUDINAL SECTION AT KITCHEN
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
NOTES:
1. ALL EXPOSED DUCTS AND STRUCTURAL
STEEL SHALL BE FINISHED PT-01
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
A
A
WAP
R2
S4
R1
A6.1 2
3
1
4
U-EM
U
U-EM
U
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
U
U-EM
U
U-EM
MI.03
MI.03
MI.03
MI.09
MI.01 K3
MI.01
MULTIPURPOSE
ROOM
101
TYP.
17' - 10"TYP.
4' - 3"
4' - 8"
17' - 10"
TYP.
8' - 8"
TYP.
11' - 10"
TYP.
12' - 0"
TYP.
11' - 10"
12' - 10"
13' - 1"
15' - 0"
11' - 1"
35' - 7 3/4"
29' - 4 1/2"
4' - 11 7/8"
TYP.
7' - 6"TYP.
9' - 11"TYP.
9' - 11"
6' - 4"
10' - 0"
10' - 0"
K3
MI.01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:55:53 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.0.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
1/2" = 1'-0"1BUILDING A LEVEL 1 ENLARGED REFLECTED CEILING PLAN - PHASE 1 -NORTH
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
A
WAP
R2
S3
R1
S2
MI.01
K3
U-EM
U
U-EM
U
U-EM
U
U-EM
U
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.03
MI.09
K3
TYP.
17' - 10"TYP.
4' - 3"
MI.01
TYP.
11' - 10"
TYP.
9' - 8"
TYP.
17' - 10"
TYP.
4' - 8"
TYP.
11' - 10"
TYP.
6' - 4"
TYP.
7' - 6"TYP.
9' - 11"TYP.
9' - 11"
TYP.
10' - 0"
TYP.
10' - 0"
TYP.
5' - 9"
12' - 4"
18' - 9"
10' - 0"
17' - 8"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:56:04 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.0.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
1/2" = 1'-0"1BUILDING A LEVEL 1 ENLARGED REFLECTED CEILING PLAN - PHASE 1- SOUTH
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
S3
IF-01IF-01 GL-01
U-EM
U U
U-EM U-EM
U U
U-EM
MI.09
MI.03
MI.03
MI.03
MI.03MI.03
MI.09
MI.03
MI.10
4' - 0"
PT-01
PT-01
MI.01
K3
11' - 10"
9' - 0"10' - 6"
9' - 0"
9' - 0"
11' - 10"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
S3
IF-01IF-01
U
U-EM
U
U-EM
U-EM
U
U-EM
U
MI.09
MI.03 MI.03
MI.03
MI.03
MI.03
MI.03
K3
MI.10
K3
4' - 0"
MI.01
MI.01
9' - 0"10' - 6"
9' - 0"10' - 6"
11' - 10"
MI.01
MI.01 MI.01
IF-01
U
U-EM
U
U-EM
MI.03 MI.03
MI.03
MI.09
MI.10
4' - 0"
K3
MI.01
K3
10' - 6"
11' - 10"
13' - 6"
9' - 0"
U-EM
U
U-EM
U
MI.01MI.01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
IF-01
U
U-EM
U
U-EM
MI.03MI.03MI.03
MI.09
13' - 6"
11' - 10"
U-EM
U
U-EM
U
9' - 0"10' - 6"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:56:17 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3/8" = 1'-0"2MPR 101 NORTH ELEVATION
3/8" = 1'-0"1MPR 101 SOUTH ELEVATION
3/8" = 1'-0"4MPR 101 WEST ELEVATION
3/8" = 1'-0"3MPR 101 EAST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
V1
V2
Y1
U5
U4
A6.10 5
3
6
4
SMALL OFFICE
212
WINDOW WHERE
OCCURS
1' - 3"
3' - 5"
7"
4' - 0"
9' - 10 3/4"
9' - 11 1/2"
V1
V2
Y1
U5
U4
SMALL OFFICE
212
K
K
MI.01
WINDOW WHERE
OCCURS
9' - 0"
IF-01IF-01
WINDOW WHERE
OCCURS
MI.01
IF-01
LEVEL 02
12' -11 1/2"
GL-03 IF-01
Y2
U5
R.08
R.11
R.01
A6.10
10
11
9
12
R.09
R.02
R.07
R.05
V3
3' - 6"
1' - 0"
R.15
R.12
R.14
STAFF RESTROOM
217
2' - 6"
5' - 0"
4' - 8"
2' - 6"
1' - 5"
4' - 0"
2' - 6"
4' - 0"
1' - 6"
3' - 0"
7' - 7"
ø 5' - 0"
1' - 11"
Y2
U5
A
A
V3
2' - 8"
EQ
EQ
S
1' - 11"
4' - 0"
STAFF RESTROOM
217
9' - 0"
R.11
3' - 0"
R.02
1' - 4 1/2"
TI-03
IF-01
LEVEL 02
12' -11 1/2"
3' - 0"
R.07
R.08
R.09
R.01
1' - 0" 2' - 0"
3' - 0"
TI-03
IF-01
ALIGN MIRROR
TO SINK CL GL-04
S
1' - 6"
1' - 5"
6"
2' - 10"
R.08
3' - 4"
TI-03
4' - 0"
IF-01
11 1/8"
11 3/4"2' - 5"
2' - 10"
1' - 11 7/8"
3' - 4"
R.11
R.02
3' - 4"
3' - 6"
TI-03
IF-01
8"
2' - 4"
R.12 R.15
1' - 6"
R.05
4' - 0"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:58:32 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.10
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"2TYP. SMALL OFFICE ENLARGED PLAN
1/2" = 1'-0"1SMALL OFFICE 212 ENLARGED REFLECTED CELING
1/2" = 1'-0"5TYP. SMALL OFFICE NORTH ELEVATION
1/2" = 1'-0"3TYP. SMALL OFFICE EAST ELEVATION
1/2" = 1'-0"6TYP. SMALL OFFICE SOUTH ELEVATION
1/2" = 1'-0"4TYP. SMALL OFFICE WEST ELEVATION
25
1/2" = 1'-0"7STAFF RESTROOM 217 ENLARGED PLAN
1/2" = 1'-0"8STAFF RESTROOM 217 ENLARGED REFLECTED CEILING PLAN
1/2" = 1'-0"9STAFF RR 217 ENLARGED PLAN EAST
1/2" = 1'-0"10STAFF RR 217 ENLARGED WEST PLAN
1/2" = 1'-0"11STAFF RR 217 ENLARGED PLAN NORTH
1/2" = 1'-0"12STAFF RR 217 ENLARGED PLAN SOUTH
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTES:
1) CONTRACTOR TO PROVIDE BLOCKING AS
REQUIRED AT ALL WALL MOUNTED EQUIPMENT
AND FIXTURES.
U6
V4
V5
SHARED OFFICE
218
2184
A6.11
6
2
5
3
218A
219A
9"
11' - 5"
1' - 7"
8"
4' - 6"7"
5' - 11"
10' - 0 1/8"
20' - 1"
U6
V4
V5
A6.11
6
2
5
3
D
D
D
D
D
D
D
D
D
SHARED OFFICE
218
3' - 6 1/2"
3' - 6 1/2"
1' - 5 3/4"
6' - 0 1/2"
6' - 0 1/2"
4' - 0"
MI.01
MI.01
MI.01
LEVEL 02
12' -11 1/2"
D D D
9' - 0"
IF-01
MI.01
D D D
9' - 0"
IF-01
GL-03
LEVEL 02
12' -11 1/2"
IF-01
D D D
9' - 0"
IF-01
D D D
9' - 0"
MI.01 MI.01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:58:45 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.11
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/2" = 1'-0"1SHARED OFFICE 218 ENLARGED PLAN
1/2" = 1'-0"4SHARED OFFICE 218 ENLARGED RCP
1/2" = 1'-0"2SHARED OFFICE 218 NORTH ELEVATION
1/2" = 1'-0"5SHARED OFFICE 218 EAST ELEVATION
1/2" = 1'-0"3SHARED OFFICE 218 SOUTH ELEVATION
1/2" = 1'-0"6SHARED OFFICE 218 WEST ELEVATION
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
+42"
+42"
+42"
WAP
U6
V2
V4
Y2
A6.12 3
4
5
6
BREAK ROOM
215
FB-01
CT-01
V3
3' - 10"
2' - 3"
4' - 0"
2' - 10"
4' - 8"
1' - 1 5/8"
5' - 3 1/4"
3' - 8 3/4"
215A
2151
2"K.04
K.01
3' - 10"
22' - 5"
2' - 6"
4' - 0"
U6
V2
V4
Y2
BREAK ROOM
215
A
A
A
A
A
A
K4
K4
S.01
V3
A-EM
A-EM
2151
D-EM
D-EM
1' - 10"
4' - 2"
5' - 7"
3' - 6"
5' - 11"
5' - 11"
5' - 1"
2' - 5"
5' - 11"
3' - 3"
6' - 8"
4' - 5"
2' - 2"
8' - 6"
N
N
LEVEL 02
12' -11 1/2"
IF-01
MW-01
TI-03
MW-01
IF-01
MW-01
K4 K4
K.01
V3
5 1/4"3' - 0" 2' - 3" 2' - 3" 2' - 3" 5 1/4"2' - 3"2' - 3"
5 1/8" 3' - 6" 1' - 6" 1' - 6" 3' - 6" 1' - 6" 3' - 0" 2 1/4"
2' - 6"
1' - 8"
2' - 10"
LEVEL 02
12' -11 1/2"
IF-01 GL-03
D-EM
A8.11
5
IF-01MW-01IF-01
MW-01
FB-01
S.01
7' - 0"
D-EM D-EM
IF-01
S.01 K4
D-EM
K.02
A8.11
7
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:14:20 AM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A6.12
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"2BREAK ROOM 215 ENLARGED PLAN
1/2" = 1'-0"1BREAK ROOM 215 ENLARGED REFLECTED CIELING PLAN
1/2" = 1'-0"3BREAK ROOM 215 NORTH ELEVATION
1/2" = 1'-0"4BREAK ROOM 215 EAST ELEVATION
1/2" = 1'-0"5BREAK ROOM 215 SOUTH ELEVATION
1/2" = 1'-0"6BREAK ROOM 215 WEST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
6
3
A
WAP
V2
V4
X1
Y2
X2 X3
U5
U4
U3
A6.13.21
2
4
3
A6.9
1
2
3
4
MEETING ROOM
207
UPPER HUB
201
A6.10
10
11
9
12
V3
10"
4' - 1"
8
"
8
"
3' - 9"
5' - 4"
+6"
+6"
+6"
+6"
1' - 10"
6' - 8"
1' - 0"
4' - 1"
A6.13.3
1
A6.13.3
2
IT ROOM
206
STAFF RESTROOM
217
7"10"
EQ
EQ 7"10"
4"
A6.13.33
4
A6.13.3 5
6
PLYWOOD CORNER 02
PLYWOOD CORNER 01
V2
V4
Y2
X2 X3
U4
U3
MEETING ROOM
207
UPPER HUB
201
K
K
K
K
R
Q
P
S.01
D-EM
D
D-EM
D
D-EM
D
D-EM
D
D-EM
K4
K4
V3
D
6' - 0"
6' - 0"
6' - 0"
6' - 0"
1' - 0"
6' - 0"
6' - 0"
3' - 0"
3' - 0"
6' - 0"
1' - 0"
Y
5' - 1"
3' - 2"
11' - 0"
11' - 0"
8' - 6"
A-EM
A
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:59:04 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.13.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"1HUB 201 ENLARGED PLAN
1/2" = 1'-0"2HUB 201 ENLARGED REFLECTED CIELING PLAN
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
IF-01
MW-01
MW-01
FB-01
MW-01
D-EM
D
K4
IF-01
DD-EM
S.01
K4
A8.11
2
9' - 0"
IF-01
LEVEL 02
12' -11 1/2"
U5 U4 U3
7' - 0"
IF-01GL-03GL-03 GL-03 GL-03 IF-01 GL-03 IF-01 GL-03
D-EMDD-EMDD-EMD
S.01
9' - 0"
LEVEL 02
12' -11 1/2"
IF-01
IF-01
MW-01
IF-01IF-01
MW-01
GL-03GL-03GL-03
D
D D-EM
S.01
D-EM
MW-01
IF-01IF-01
9' - 0"
9' - 0"
LEVEL 02
12' -11 1/2"
U5U4U3
IF-01GL-03
IF-01
IF-01
MW-01
IF-01
GL-03
7' - 0"
D-EM Q D
D D-EM
D
K4
FB-01
MW-01
MW-01
S.01
K4
S.01
D
9' - 0"
A8.10
1
P
P
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:59:17 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.13.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"2HUB 201 NORTH ELEVATION
1/2" = 1'-0"4HUB 201 EAST ELEVATION
1/2" = 1'-0"1HUB 201 SOUTH ELEVATION
1/2" = 1'-0"3HUB 201 WEST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 02
12' -11 1/2"
U5 U4 U3
MW-01MW-01
GL-04
MW-01 IF-01
GL-04GL-04
MI.10
D-EM
QRP
D-EM
K4
K4
MW-01
FB-01
9' - 0"
LEVEL 02
12' -11 1/2"
U5U4U3
MW-01
GL-04MW-01
MW-01
MW-01
FB-01
IF-01 IF-01
9' - 0"
MW-01
MW-01
MI.10
D
PQR
D
K4
K4
MW-01
FB-01
IF-01
LEVEL 02
12' -11 1/2"
MW-01
4' - 0"
MW-01MW-01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:59:24 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.13.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
1/2" = 1'-0"1HUB 201 NORTH CORRIDOR ENLARGED ELEVATION
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
1/2" = 1'-0"2HUB 201 SOUTH CORRIDOR ENLARGED ELEVATION
1/2" = 1'-0"3PLYWOOD CORNER 01 ENLARGED WEST ELEVATION
1/2" = 1'-0"4PLYWOOD CORNER 01 ENLARGED EAST ELEVATION
1/2" = 1'-0"5PLYWOOD CORNER 02 ENLARGED EAST ELEVATION
1/2" = 1'-0"6PLYWOOD CORNER 02 ENLARGED WEST ELEVATION
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
R2
U1V5
X1U2
2
A6.14
115B
115A
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
R2
3' - 0"
WM-01
115A115B
3' - 2"3' - 2"3' - 2"3' - 2"3' - 2"3' - 2"3' - 2"3' - 2"
17
A8.6
17
A8.6
4
A8.9
10
A8.8
10
A8.8
16
A8.8
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
X1
WM-01
17
A8.6
17
A8.6
14
A8.8
9
A8.8
17
A8.8
11
A8.8
MCMASTER-CARR HEAVY-DUTY
UNTHREADED BUMPER 9306K14,
MOUNTED ON THE BACK OF
THE GATE, TYP.
MCMASTER-CARR HEAVY-DUTY
UNTHREADED BUMPER 9306K14,
MOUNTED ON THE BACK OF
THE GATE, TYP.
9' - 4"
2"
8' - 0"
2"
R2 U1
V4
X1
Y2
U2
V3
1' - 6 5/8" 3' - 9 1/4" 3' - 9 1/4"3' - 1 3/4" 3' - 1 3/4" 3' - 1 3/4" 3' - 1 3/4" 3' - 1 3/4"4"
1/2" DEPRESSION ON CONCRETE
FOR GATE CASTER
1/2" DEPRESSION ON CONCRETE
FOR GATE CASTER
16' - 6 5/8"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:59:36 PM
2308
ENLARGED
GATE PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.14
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"1LOW GATE AT LEVEL 1
1/2" = 1'-0"2LOW GATE EAST VIEW
25
1/2" = 1'-0"3MAIN SECURITY GATE WEST VIEW
1/2" = 1'-0"4MAIN SECURITY GATE LEVEL 1
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
V4
V5
X2
U3
4
A6.15.1
2
A6.15.1
FF-01
3
A6.15.1
FF-01
FF-01
CONTRASTING STRIPE, MINIMUM 2 INCHES
AND MAXIMUM 4 INCHES, NOT MORE
THAN 1 INCH FROM THE NOSE OF THE
STEP. STRIPE SHALL EXTEND FULL WIDTH OF
THE STEP. FOR CONTRASTING STRIPE USE
JOHNSONITE: VIRCN-XX-B2. FINISH
CHARCOAL 20.
CONTRASTING
STRIP, TYP.
CONTRASTING
STRIP, TYP.
CONTRASTING
STRIP, TYP.
R @
T @
0' -6 3/4"
11
1' -0"10
STAIR 01A
R @
T @
0' -6 3/4"
12
1' -0"11
STAIR 01B
1' - 0"
1' - 0"
6' - 2 3/8"
STAIR WIDTH
4' - 7 7/8"
STAIR WIDTH
4' - 7 7/8"
U3
FF-01
16
A8.6
11R @ 6 3/4"
6' - 2 3/8"
A8.6
7
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
V4 V5
A8.6
4
A8.6
5
A8.6
9
U3
FF-01
16
A8.6
12R @ 6 3/4"
6' - 9 1/8"
A8.6
7
V4
V5
X2
U3
4
A6.15.1
2
A6.15.1
3
A6.15.1
R @
T @
0' -6 3/4"
11
1' -0"10
STAIR 01A
1' - 11"
1' - 11"
FF-01
CONTRASTING STRIPE, MINIMUM 2 INCHES
AND MAXIMUM 4 INCHES, NOT MORE
THAN 1 INCH FROM THE NOSE OF THE
STEP. STRIPE SHALL EXTEND FULL WIDTH OF
THE STEP. FOR CONTRASTING STRIPE USE
JOHNSONITE: VIRCN-XX-B2. FINISH
CHARCOAL 20.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:59:51 PM
2308
ENLARGED
STAIRCASE
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.15.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"1STAIR 01 AT LEVEL 02
1/2" = 1'-0"4SECTION 01 AT STAIR 01
1/2" = 1'-0"2CROSS SECTION AT STAIR 01
1/2" = 1'-0"3SECTION 02 AT STAIR 01
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
1/2" = 1'-0"5STAIR 01 AT LEVEL 01
3
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:00:08 PM
2308
ENLARGED
STAIRCASE
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.15.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1STAIR 01 AXON A2STAIR 01 AXON B
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
V1
V2
Y1
Y2
3
A6.15.3
4
A6.15.3
V3
X4
R
@
T
@
0'
-
6
3
/
4
"
12
0'
-
11
"
11
ST
A
I
R
0
2
B
R
@
T
@
0'
-
6
3
/
4
"
11
0'
-
11
"
10
ST
A
I
R
0
2
A
CONTRASTING STRIPE,
MINIMUM 2 INCHES AND
MAXIMUM 4 INCHES, NOT
MORE THAN 1 INCH FROM THE
NOSE OF THE STEP. STRIPE
SHALL EXTEND FULL WIDTH OF
THE STEP.
CONSTRASTING
STRIPE, TYP.
6' - 2 3/8"
5' - 0"
4' - 0"
1' - 0"
1' - 0"
1' - 11"
1' - 11"
DK-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
Y1 Y2
15
A8.6
12R @ 6 3/4"
6' - 9 1/8"
11R @ 6 3/4"
6' - 2 3/8"
CO-02
CO-02
A8.7
17
A8.7
14
DK-01
V
V
V
V
V
V
V V
V
V
V
V
V
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
X4
A8.7
12
A8.7
12 OPP.
DK-01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:00:21 PM
2308
ENLARGED
STAIRCASE
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.15.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/2" = 1'-0"2BUILDING B STAIR 02 LEVEL 02
1/2" = 1'-0"3SECTION 1 AT STAIR 02
1/2" = 1'-0"4SECTION 2 AT STAIR 02
1STAIR 02 AXON
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
3
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
V4
V5
X3
U5
U4
CLEAR HOIST WAY
7' - 0"
MACHINE ROOM
112
7' - 0"
2' - 0"
ø 1' - 9"
ø 1' - 9"
SUBMERSIBLE
POWER UNIT
MICROPROCESSOR
CONTROL
CLEAR HOIST WAY
8' - 4"
4' - 0"
3' - 0"
ELEVATOR
SIGNAGE SEE
12/G0.5.2
V4
V5
X3 U5
U4
7' - 0"
2' - 0"
ø 1' - 9"
ø 1' - 9"
CLEAR HOIST WAY
8' - 4"
CLEAR HOIST WAY
7' - 0"
ELEVATOR CAR
6' - 9"
ELEVATOR CAR
5' - 5 1/2"
ELEVATOR CAR DOOR
3' - 6"
ELEVATOR
SIGNAGE SEE
12/G0.5.2
4' - 0"
3' - 0"
V5
WRB-03 WRB-03
U5U4
8' - 0"
TO HOIST BEAM
12' - 5"
4' - 0"
2"CLEAR ABOVE
HOIST BEAM
HOIST BEAM
PER
STRUCTURAL
ELEVATOR
PER SPEC
WRB-03
2" MIN.
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
CLEAR OPENING
3' - 6"
CLEAR OPENING
7' - 0"
MIN.
6' - 0"
VISIBLE SIGNAL TO COMPLY
WITH 11B-407.2.2
48" MAX
ELEVATOR CALL
CONTROL TO
COMPLY WITH
11B-407.2.1
LEVEL 02
12' -11 1/2"
CLEAR OPENING
3' - 6"
CLEAR OPENING
7' - 0"
VISIBLE SIGNAL TO
COMPLY WITH
11B-407.2.2
48" MAX.
ELEVATOR CALL
CONTROL TO
COMPLY WITH
11B-407.2.1
MIN.
6' - 0"
ELEVATOR CAR CONTROL TO
COMPLY WITH CBC 11B-407.4.6 &
11B-407.4.7
CAR POSITION INDICATOR TO
COMPLY WITH CBC 11B-407.4.8
EMERGENCY COMMUNICATION
TO COMPLY WITH CBC
11B-407.4.9
SUPPORT RAIL TO COMPLY WITH
CBC 11B-407.4.10
SUPPORT RAIL TO COMPLY WITH
CBC 11B-407.4.10
6" MAX.
31" MIN. 33" MAX.
1 1/2" MIN.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:16:10 AM
2308
ENLARGED
ELEVATOR
PLANS/
SECTIONS/
ELEVATIONS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A6.16
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"1ELEVATOR AT LEVEL 01
1/2" = 1'-0"2ELEVATOR AT LEVEL 02
1/2" = 1'-0"5ELEVATOR SHAFT SECTION E-W
1/2" = 1'-0"6ELEVATOR SHAFT SECTION N-S
1/2" = 1'-0"3ELEVATOR LEVEL 01 ELEVATION
1/2" = 1'-0"4ELEVATOR LEVEL 02 ELEVATION
NOTES:
1. HOISTWAY LANDING DOORS TO BE POWER-
OPERATED PER CBC 3002.4
2. THE HOISTWAY LANDING OPENINGS SHALL BE
PROVIDED WITH POWER-OPERATED DOORS.
3.THE ELEVATOR DESIGNATED THE MEDICAL
EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH
A KEY SWITCH TO RECALL THE ELEVATOR
NONSTOP TO THE MAIN FLOOR. ELEVATORS IN
COMPLIANCE WITH CBC 3003.2 SHALL BE
ACCEPTABLE.
4. PROVIDE A KEY SWITCH TO RECALL THE
ELEVATOR NONSTOP TO THE MAIN FLOOR. FOR
THE PURPOSE OF THIS SECTION, ELEVATORS IN
COMPLIANCE WITH CBC 3003.2 SHALL BE
ACCEPTABLE.
5. CALL CONTROLS AND KEYPADS SHALL
COMPLY WITH CBC 11B-407.2.1 AND 11B-309.4
6. AUDIBLE HALL SIGNAL TO BE PROVIDED
COMPLYING WITH CBC 11B-407.2.2.3
7. ELEVATOR TO COMPLY WITH ALL
REQUIREMENTS FROM CBC 11B-407
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA1/2" = 1'-0"7ELEVATOR CAR FRONT ELEVATION
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
1/2" = 1'-0"8ELEVATOR CAR REAR/SIDE ELEVATION
6
12' - 0"
18' - 2"
6"
6' - 7 1/4"
4' - 10 3/4"
EQ EQ 6' - 2 1/2" 1' - 6"
7' - 0"
GL-05 GL-05 GL-05 GL-05
6" CONCRETE CURB
18' - 2"
6
A8.4
2
A8.4
9
A8.4
10
A8.4 6' - 0"
7
A8.4
1
A8.4
GL-05 GL-05 GL-05
12' - 0"
6"
6' - 7 1/4"
4' - 10 3/4"
EQEQ 1' - 5 1/4"6' - 2 1/2"
18' - 2 1/2"
7' - 0"
GL-01
6" CONCRETE CURB
GL-01 GL-01 GL-01
6' - 0"
1
A8.3
3
A8.4
4
A8.4
11
A8.35
A8.4
20
A8.4
10' - 1"
9' - 7"
6"
4' - 5 1/2"3' - 2 1/2"1' - 6"
9' - 2"
GL-01
6" CONCRETE CURB
GL-01GL-01
7' - 0"
3' - 0"
14
A8.4
3
A8.4
1
A8.3
15
A8.4
20
A8.4
11
A8.3
7' - 0"
4' - 0"3' - 0"
7' - 0"
GL-03
27
A8.3
30
A8.3
GL-03
29
A8.3
22
A8.3
17
A8.3
16
A8.3
26
A8.3
25
A8.3
7' - 0"
3' - 0"2' - 0"
5' - 0"
GL-03
29
A8.3
30
A8.3
GL-03
16
A8.3
26
A8.3
22
A8.3
17
A8.3
27
A8.3
25
A8.3
7' - 0"
3' - 0"3' - 10"
6' - 10"
GL-03
29
A8.3
30
A8.3
GL-03
16
A8.3
26
A8.3
22
A8.3
17
A8.3
27
A8.3
25
A8.3 10' - 1"
3' - 0" 1' - 0"EQ EQ
3' - 1"
7' - 0"
7' - 1"
3' - 0"
14' - 11 1/2"
GL-02 GL-02
GL-02
GL-02
19
A8.3
18
A8.3
21
A8.3
28
A8.3
29
A8.3
30
A8.3
23
A8.3
25
A8.3
8' - 6"
1' - 5 7/8"3' - 0"EQEQ
7' - 0"
1' - 6"
GL-03 GL-03
GL-03 GL-03
24
A8.3
30
A8.3
29
A8.3
28
A8.3
26
A8.3
16
A8.3
GL-03 GL-03 GL-03 GL-03
24
A8.3
26
A8.3
25
A8.3
SIM.
EQ EQ EQ EQ
GLASS TYPES
GL-01 INSULATING GLASS UNIT
1" INSULATING GLASS UNIT, ¼" OUTBOARD LITE WITH LOW-E COATING (SOLARBAN 70) ON #2 SURFACE,
INBOARD LITE TEMPERED GLASS (CLEAR).
GL-02 GLAZING
TEMPERED CLEAR SAFETY GLAZING
GL-03 FROSTED GLASS
TEMPERED CLEAR SAFETY GLAZING WITH THE PAVIA ACID ETCH FULL BY VITRO
GL-04 FRAMELESS MIRROR
1/4", QUALITY Q2, CLEAR FLOAT GLASS WITH SILVER, COPPER, AND ORGANIC
COATING; EDGES: UNIFORMLY GROUND AND POLISHED. APPLY MASTIC TO BACK OF MIRROR "PATS"
SPACED 4 PATS/SQ. FT.; ADJUST MIRROR SO THAT IT IS
PLUMB AND IN PLACE TO AVOID DISTORTION OF REFLECTING IMAGES. ALLOW 1/8" SPACE BETWEEN BACK
OF MIRROR AND WALL SURFACE. APPLY ALUMINIUM J CHANNEL SGS JC-5/8 BLACK AT MIRROR TOP AND
BOTTOM; SECURELY CLIP TO SUBSTRATE USING NON-CORROSIVE ANCHORS. AT DRYWALL BACK-UP,
ANCHORS MUST BE SECURED TO STUDS OR STEEL WALLPLATE SPANNING FROM STUD TO STUD.
GL-05 FIRE RATED GLAZING
FIRE RATED GLAZING PER SECTION 08910 IN SPEC BOOK.
GL-06 OVERHEAD DOOR FROSTED GLASS
1/2" INSULATING GLASS UNIT, FROSTED GLASS/SATIN ETCHED FINISH
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:00:46 PM
2308
STOREFRONT
PLANS AND
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.17
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"1STOREFRONT TYPE A
1/2" = 1'-0"2STOREFRONT TYPE B
1/2" = 1'-0"3STOREFRONT TYPE C
25
STOREFRONT SCHEDULE
NO. TYPE WIDTH HEIGHT MANUFACTURER MODEL GLASS. FINISH REMARKS
S1011 A 18' - 2" 12' - 0" ALUFLAM AW50 GL-06 60 MINUTE FIRE RATED STOREFRONT
AND 45 MINUTE FIRE RATED DOOR
S1012 B 18' - 2 1/2" 12' - 0" ARCADIA AFG451T GL-01
S1061 C 9' - 2" 10' - 1" ARCADIA AFG451T GL-01
S1071 D 14' - 11 1/2" 9' - 0" CRL DR4SBS12P GL-03
S2021 G 5' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2031 G 5' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2071 H 16' - 0 1/2" 9' - 9" - DR4SBS12P GL-04
S2072 I 10' - 8 1/4" 9' - 9" CRL DR4SBS12P GL-04
S2073 H 16' - 0 1/2" 9' - 9" - DR4SBS12P GL-04
S2081 G 5' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2091 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2101 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2111 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2121 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2131 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
S2141 F 6' - 10" 7' - 0" CRL DR4SBS12P GL-04
S2181 E 7' - 0" 7' - 0" CRL DR4SBS12P GL-04
1/2" = 1'-0"5STOREFRONT TYPE E
1/2" = 1'-0"7STOREFRONT TYPE G
1/2" = 1'-0"6STOREFRONT TYPE F
1/2" = 1'-0"4STOREFRONT TYPE D
1/2" = 1'-0"9STOREFRONT TYPE I
1/2" = 1'-0"8STOREFRONT TYPE H
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
+42"
+42"+42"
+42"
+42"
S1
R1
S2
BREAK ROOM
102
H
H
EQ
EQ
6' - 4 3/8"
4' - 1 5/8"
K.07K.07K.05
K.06K.07
2' - 0"
EQ
EQ
9' - 0"
K.01
IF-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-012' - 0"4' - 0"
K.07 K.07
K.07
1' - 2"
2' - 5"
2' - 10"
K.04
K.05
K.05
MW-05
1' - 6"2' - 6"3' - 0"
K.01
IF-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
K.01
IF-01
K.03
1' - 2"
5' - 3"
K.06
K.06
4' - 0" 5' - 0"
K.07
K.07
2' - 10"
3' - 6" 3' - 6" 1' - 6"
MW-05
S1
R1
S2
A6.2
7
11
8
12
14' - 6 3/8"
K.01
CT-02
BREAK ROOM
102
3' - 0"3' - 0"1' - 6"
102A
102B
2' - 0"4' - 1"1' - 10"7"
K.03
14' - 6 3/8"
8' - 11 3/8"
CT-02
K.04
2"
2' - 6"
4' - 0"
R2
S1
S2
A6.2
6
10
5
9
FURNITURE
STORAGE
103
103A
PANEL PER ELECTRICAL
MI.11
20' - 6 5/8"
8' - 11 3/8"
SWITCHGEAR PER ELECTRICAL
R2
S1
S2
HVAC PER MECHANICAL
ROOF HATCH ABOVE
6' - 5"
6' - 5"2' - 6"
H
H H
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-01
H H H
SWITCHGEAR PER ELECTRICAL
IF-01
H
SWITCHGEAR PER ELECTRICAL
IF-01
H
MI.11
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-01
PANEL PER
ELECTRICAL
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:12:13 AM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A6.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"4BREAK ROOM 102 ENLARGED RCP
1/2" = 1'-0"11BREAK ROOM 102 NORTH ELEVATION
1/2" = 1'-0"7BREAK ROOM 102 EAST ELEVATION
1/2" = 1'-0"12BREAK ROOM 102 SOUTH ELEVATION
1/2" = 1'-0"8BREAK ROOM 102 WEST ELEVATION
1/2" = 1'-0"3BREAK ROOM 102 ENLARGED PLAN
25
1/2" = 1'-0"1FURNITURE STORAGE 103 ENLARGED PLAN
1/2" = 1'-0"2FURNITURE STORAGE 103 RCP
1/2" = 1'-0"5FURNITURE STORAGE 103 EAST ELEVATION
1/2" = 1'-0"10FURNITURE STORAGE 103 NORTH ELEVATION
1/2" = 1'-0"9FURNITURE STORAGE 103 SOUTH ELEVATION
1/2" = 1'-0"6FURNITURE STORAGE 103 WEST ELEVATION
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
NOTES:
1) ALL APPLIANCE CONTROLS TO
COMPLY WITH 11B-309
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
6
V4
X1
Y2
U3
A6.3
6
2
9
10
A6.3
5
1
RESTROOM
114
ø 5' - 0"
114A 114B 114C 114D
114F
37
R.07R.07R.07R.07
R.04
2' - 6"
4' - 0"
R.08
R.08
4' - 0"
2' - 6"
1' - 1" 2' - 11"1' - 1"
R.09R.09R.09R.09
R.05
V3
FLOOR DRAIN
PER PLUMBING
FLOOR DRAIN
PER PLUMBING
5' - 6"
2' - 0 5/8" 3' - 2" 3' - 2" 3' - 2" 3' - 2" 3' - 3 3/4"
18' - 10"
7' - 3 1/2"
TYP. STALL
2' - 9 1/4"
R.14
R.14
R.09
2' - 10"
1' - 3"
R.12
13' - 3"
AMBULATORY STALL
5' - 6"
R.12
EQ EQ
R.15
R.12
R.15 R.15
R.12R.12
R.15
114E
AMBULATORY STALL
3' - 0 3/4"
R.02
R.09
R.15
R.02
R.14
R.12
R.15
R.09
R.05
11"
2' - 10"
2' - 10"
2' - 5"
TI-02 IF-03
TI-02
GL-04
R.09 R.14 R.14
4' - 0"
2' - 4"
R.12 R.15
R.09
1' - 6"8"
3' - 6"
V4
X1
Y2
U3
RESTROOM
114
A A A
A A A A A A
T
3' - 6" 5' - 11"5' - 11"4' - 0"
TYP.
EQ
TYP.
EQ
TYP.
4' - 6"
V3
18' - 10"
7' - 3 1/2"
R.14R.14R.14R.14
TYP.
1' - 6"
9' - 0"
EQ EQ
R.14
R.14
6"
R.05
TI-02
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-03 IF-03 IF-03 IF-03
TI-02
R.09R.09 R.09 R.09
R.15R.15R.15R.15
R.14 R.14 R.14 R.14
R.02
IF-03
R.09
R.15
R.02
R.09R.14
R.15
R.14
IF-03
TYP.
1' - 5"
R.09 R.09
R.09 R.09
IF-03 IF-03 IF-03 IF-03 IF-03
TYP.
4' - 0"
TI-02
R.12
R.12R.02
4' - 0"
R.15
R.12
R.15 R.15
R.12
R.15
R.12
R.14R.14R.14R.14
TYP. STALL
1' - 4 5/8"
2' - 11 1/4"
TI-02
R.15
R.09 R.14
R.02
2' - 11 1/4"
TYP.
1' - 5"
TYP. AMBULATORY STALL
1' - 6 3/8"
R.09
R.14
R.15
R.12
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y2
R.08
11"
5"
2' - 5"
2' - 10"
1' - 11 1/2"
TYP.
1' - 5"TI-02
CO-02IF-03
11 1/4"
TYP.
5' - 6"
R.04
R.07 R.07 R.07R.07
2' - 10"
6"
R.08 R.08
3' - 4"
3' - 4"
3' - 0"
10' - 0"
3' - 0"
2' - 4"
10 5/8"
2' - 5"
CO-02
GL-04
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-03
TI-02 8"
3' - 6" 1' - 0"
3' - 0"
1' - 6"2' - 4"
R.12 R.15
R.02
R.09
3' - 6"
IF-03
TI-02
3' - 0"
4' - 0"
1' - 5"
1' - 0" 3' - 6"
R.02
R.14
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:12:20 AM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A6.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"4PUBLIC RESTROOM 114 ENLARGED PLAN
1/2" = 1'-0"10PUBLIC RESTROOM 114 NORTH ELEVATION 01
1/2" = 1'-0"11PUBLIC BATHROOM 114 ENLARGED REFLECTED CEILING PLAN
1/2" = 1'-0"6PUBLIC RESTROOM 114 EAST ELEVATION 01
1/2" = 1'-0"1PUBLIC RESTROOM 114 WEST ELEVATION 02
1/2" = 1'-0"5PUBLIC RESTROOM 114 EAST ELEVATION 02
1/2" = 1'-0"2PUBLIC RESTROOM 114 SOUTH ELEVATION 01
1/2" = 1'-0"9PUBLIC RESTROOM 114 WEST ELEVATION 01
1/2" = 1'-0"3PUBLIC RR 114 AMBULATORY ACCESSIBLE STALL N. ELEVATION
1/2" = 1'-0"7PUBLIC RR 114 AMBULATORY ACCESSIBLE STALL S. ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTES:
1) CONTRACTOR TO PROVIDE BLOCKING AS
REQUIRED AT ALL WALL MOUNTED EQUIPMENT
AND FIXTURES.
V2
Y1
X1 U3
A6.4
1
5
2
4
ADA FAMILY
RESTROOM
104
2' - 6"
4' - 0"
3' - 0"3' - 0"
3' - 0"
R.10
R.14
R.09
R.08
R.07
R.01
R.03
3' - 6"
R.06
104A
2' - 10 1/4"
6' - 3 3/8"
1' - 0"2' - 0"
1' - 0"
13' - 10"
4' - 0" 2' - 0"
10"
3' - 6"
6' - 1 5/8"
FLOOR DRAIN
PER PLUMBING
4' - 8"
5' - 0"
R.14
9' - 11 3/8"
3' - 2"
6"
4
'
-
5
"
R.15
R.12
R.01
ø 5' - 0"
R.09
R.03
3' - 0"
1' - 6"
1' - 0" 3' - 6"
R.01
7 1/4"
4' - 5 1/4"
TI-02
8"
4' - 6"
1' - 6"
R.15 R.12
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
R.03
R.14
J BOX LOCATION
R.10
4' - 0"
40" MIN
7 1/4"
4' - 5 1/4"
EQEQ
R.14
2 3/4"
4' - 6 7/8"
CO-02
2' - 10"
2' - 5"
11 3/4"
1' - 11 1/2"
R.03
R.08
CO-02
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
R.07
R.08
R.09
2' - 10"
3' - 0"
2' - 6"
1' - 5"
1' - 6"
1' - 0"2' - 0"
3' - 0"
R.01
6"
3' - 0"
3' - 4"
2' - 5"3' - 4"
R.06
TI-02
GL-04
V2
Y1
X1 U3
ADA FAMILY
RESTROOM
104
A A
7' - 10"3' - 0"
13' - 10"
S
2' - 6"
3' - 0"
2' - 6"
5' - 0"
A A
8' - 6"
1' - 3"
1' - 3"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:57:06 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"3ADA FAMILY RESTROOM 104 ENLARGED PLAN
1/2" = 1'-0"5ADA FAMILY RESTROOM 104 NORTH ELEVATION
1/2" = 1'-0"2ADA FAMILY RESTROOM 104 EAST ELEVATION
1/2" = 1'-0"4ADA FAMILY RESTROOM 104 SOUTH ELEVATION
1/2" = 1'-0"1ADA FAMILY RESTROOM 104 WEST ELEVATION
1/2" = 1'-0"6ADA FAMILY RESTROOM 104 ENLARGED REFECTED CEILING PLAN
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
NOTES:
1) CONTRACTOR TO PROVIDE BLOCKING AS
REQUIRED AT ALL WALL MOUNTED EQUIPMENT
AND FIXTURES.
WAP
V2
V4
V5
Y1
Y2
X2 X3
U4
LOWER HUB
106
A6.5 1
2
A6.5
5
A6.5 12
FB-01
V3
106A
107A
106B
MI.10
MI.10
5' - 0"
6' - 11 1/2"
8' - 8"
5' - 8 1/2"
S1061
+42"+6"
+6"
1
'
-
0
"
8"
3' - 3"
5
'
-
5
"
7' - 0"
9
'
-
3
"
MI.07
MI.07
A6.5
8
V2
V4
V5
Y1
Y2
X2 X3
U4
LOWER HUB
106
A-EM
B
B
B
B
B
B
B
A-EM
S.01
A-EM
A-EM
A-EM
A
S.01
V3
11"
1' - 5" 4' - 0"
3' - 9"
6
'
-
0
"
2' - 7"
3' - 4 7/8"
8' - 3"
3
'
-
0
"
3
'
-
0
"
3' - 0"
3' - 0"
3' - 0"
4' - 4"
2' - 1" 5' - 0"
4
'
-
1
0
"
5' - 0"
11' - 0 7/8"
9' - 2"
A-EMEQ
EQ
1' - 0"
K4
K3
10' - 1"
N N
N
S.01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
X2 X3
IF-01 IF-01 IF-01
MW-01
S.01
MI.10
4' - 0"
K3
IF-01
IF-01
MI.10
S.01
MW-01
K3
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y2
IF-01
MW-01
IF-01
IF-01GL-02
FB-01
S.01
IF-01
GL-02
BLACK OUTLET ON
PLYWOOD, TYP.
4
A8.11
GL-02
S.01
K4
MW-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y2
IF-01
MW-01
MW-01 GL-02
IF-01
IF-01
IF-01
MW-01
CO-02
FF-01
MI.10
S.01
MW-01
4' - 0"
BLACK OUTLET ON
PLYWOOD, TYP.
A8.11
1
A8.10
3
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
X2
GL-01
GL-01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:57:21 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"6LOWER HUB 106 ENLARGED PLAN
1/2" = 1'-0"7LOWER HUB 106 ENLARGED REFLECTED CEILING PLAN
1/2" = 1'-0"5HUB 106 WEST ELEVATION 01
1/2" = 1'-0"4HUB 106 WEST ELEVATION 02
25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
1/2" = 1'-0"1HUB 106 NORTH ELEVATION 01
1/2" = 1'-0"2HUB 106 SOUTH ELEVATION 01
No.Description Date
1/2" = 1'-0"8HUB 106 EAST ELEVATION 01
+4
2
"
+4
2
"
AA
WAP
AA
V1
V2
Y1
Y2
X3 U5U4
A6.6
2
1
54
WORKSHOP
107
107A
107B
V3
5' - 6"
8' - 6"
3' - 6"
3' - 0"
1' - 8"
2' - 2"
1' - 11"
4' - 3"
4' - 4"
6' - 7"
8"
MI.08
107C
9' - 0"5' - 0"
7' - 0"
6' - 6"
CT-03
S1
0
7
1
MI.13
MI.14
21' - 11"
CT-03
8
A8.11
6
A8.11
24' - 11 5/8"
19' - 11"
2' - 0"
+4
2
"
2' - 6"
4' - 0"
V1
V2
Y1
Y2
X3 U5U4
WORKSHOP
107
F F F
FFF
V3
K3
107B
DUCTS PER
MECHANICAL
4' - 6 1/4"7' - 11 1/2"7' - 11 1/2"
8' - 11"
5' - 0"
PT-01
PT-01
PT-01 PT-01
IF-01
MW-01
PT-01
CT-03
MI.13 MI.14
1' - 6" 3' - 6" 2' - 6" 2' - 6"
2"
3' - 4"
1"
5' - 0"
CT-03
MW-01
WASHER AND
DRYER BEYOND
CABINET2"
2' - 8"
CT-03
1 GANG RING & STRING
TO ABOVE AV
DATA
AV
POWER
SCREEN BY OWNER
6' - 8"
3' - 6"
F F
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-01
IF-01
PT-01
PT-01
Y2
IF-01
IF-01
IF-01
GL-02GL-02
PT-01 PT-01
GL-02
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
X3
IF-01
CO-02
MW-02
K3
PT-01
A8.10
8
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:13:00 AM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A6.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"3WORKSHOP 107 ENLARGED PLAN
1/2" = 1'-0"6WORKSHOP 107 ENLARGED REFLECTED CEILING PLAN
1/2" = 1'-0"5WORKSHOP 107 NORTH ELEVATION
1/2" = 1'-0"2WORKSHOP 107 EAST ELEVATION
1/2" = 1'-0"4WORKSHOP 107 SOUTH ELEVATION
1/2" = 1'-0"1WORKSHOP 107 WEST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
6 PC SUBMITTAL 03 04/28/25
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
6
+4
2
"
+4
2
"
AA
U6
V1
V2
Y1
Y2
A6.7
2
5
4
1
MATERIAL STORAGE
108
6' - 5" 5' - 0"
2
'
-
9
"
6
'
-
6
"
5' - 6"
2' - 10"
2' - 10"
108A
108B
X4
19' - 11"
15' - 9 5/8"
STORAGE
115
U6
V1
V2
Y1
Y2
MATERIAL STORAGE
108
H H
H
EQ 7' - 9 5/8" EQ
EQ
8' - 11"
EQ
H
X4
DUCTS PER
MECHANICAL
PT-01
PT-01
PT-01
PT-01
108B
PT-01
CO-02
H H
PT-01
PT-01
8' - 6"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
H H
IF-01
DUCTS PER
MECHANICAL
PT-01
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
IF-01
H H
PT-01
PT-01
CO-02
PT-01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:57:48 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.7
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"3MATERIAL STORAGE 108 ENLARGED PLAN
1/2" = 1'-0"6MATERIAL STORAGE 108 ENLARGED REFLECTED CELING PLAN
1/2" = 1'-0"5MATERIAL STORAGE 108 NORTH ELEVATION
1/2" = 1'-0"2MATERIAL STORAGE 108 EAST ELEVATION
1/2" = 1'-0"1MATERIAL STORAGE 108 SOUTH ELEVATION
1/2" = 1'-0"4MATERIAL STORAGE 108 WEST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
AA
U1
V4
V5
Y2
2
A4.1.0
A6.8 6
3
4
5
LARGE OFFICE
203
U2
WINDOW WHERE
OCCURS
WINDOW WHERE
OCCURS
6"
5' - 9"
7"
7"
3' - 2"
11' - 11 1/2"
3' - 4"
2' - 3"
2' - 0"
17' - 11 3/4"
U1
V4
V5
Y2
LARGE OFFICE
203
D
D
D
D
D
D
D
D
D
U2
MI.01
MI.01
6' - 0"
6' - 0"
3' - 0"
3' - 9"
3' - 9"
2' - 3"
WINDOW WHERE
OCCURS
WINDOW WHERE
OCCURS
V4
D D D
IF-01 GL-03
9' - 0"
11' - 6"
LEVEL 02
12' -11 1/2"
U2
DDD
IF-01
9' - 0"
11' - 3"
V4
MI.01
D D D
9' - 0"
16AWG STEEL
BACKING 6"X36"
OR SPAN 3
STUDS MIN.DATA
AV
POWER
1 GANG RING &
STRING TO ABOVE
AV
1' - 4"
4' - 6"
1' - 3"
5' - 0"
WINDOW WHERE OCCURS
LEVEL 02
12' -11 1/2"
U2
D D D
MI.01
9' - 0"
WINDOW WHERE OCCURS
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:58:01 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.8
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"1TYP. LARGE OFFICE ENLARGED PLAN
1/2" = 1'-0"2TYP. LARGE OFFICE REFLECTED CEILING PLAN
1/2" = 1'-0"6TYP. LARGE OFFICE NORTH ELEVATION
1/2" = 1'-0"4TYP. LARGE OFFICE EAST ELEVATION
1/2" = 1'-0"5TYP. LARGE OFFICE SOUTH ELEVATION
1/2" = 1'-0"3TYP. LARGE OFFICE WEST ELEVATION
IF-01
IF-01
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
AA
A
V1
V2
Y1
X1
U3
A6.9
5
7
8
6
MEDIUM OFFICE
209
5' - 8"
1' - 0"
5' - 2"
7"
WINDOW WHERE
OCCURS
7"7" 2' - 4"
12' - 9 3/8"
9' - 10 3/4"
V1
V2
Y1
X1
U3
MEDIUM OFFICE
209
K
K
K
K
WINDOW WHERE
OCCURS
MI.01
9' - 0"
IF-01
LEVEL 02
12' -11 1/2"
IF-01
16AWG STEEL
BACKING 6"X36"
OR SPAN 3
STUDS MIN.DATA
AV
POWER
1 GANG RING
& STRING TO
ABOVE AV
5' - 0"
1' - 3"
1' - 4"
4' - 6"
MI.01
WINDOW WHERE
OCCURS
IF-01
IF-01GL-03
Y2
X2
U3
A6.9
1
2
3
4
MEETING ROOM
207
V3
EQ
EQ
15' - 11 1/2"
10' - 7 1/2"
1' - 2"
3' - 9"
8
"
8
"
10"
Y2
X2
U3
MEETING ROOM
207K
K
K
K
V3
8' - 6"
Y
5' - 1"
LEVEL 02
12' -11 1/2"
GL-03GL-03
MONITOR BY
OTHERS
16AWG STEEL
BACKING 6"X48" OR
SPAN 3 STUDS MIN.
IF-01
DATA AV POWER
5' - 10"
1' - 0"
7' - 1"
TO FLOOR
BOX
GL-03
Y
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 5:58:16 PM
2308
ENLARGED
PLANS/
SECTIONS/
ELEVATIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A6.9
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1/2" = 1'-0"11TYP. MEDIUM OFFICE ENLARGED PLAN
1/2" = 1'-0"12TYP. MEDIUM OFFICE ENLARGED REFLECTED CEILING PLAN
1/2" = 1'-0"7TYP. MEDIUM OFFICE NORTH ELEVATION
1/2" = 1'-0"5TYP. MEDIUM OFFICE EAST ELEVATION
1/2" = 1'-0"8TYP. MEDIUM OFFICE SOUTH ELEVATION
1/2" = 1'-0"6TYP. MEDIUM OFFICE WEST ELEVATION
1/2" = 1'-0"9MEETING ROOM 207 ENLARGED PLAN
1/2" = 1'-0"10MEETING ROOM 207 ENLARGED CEILING PLAN
1/2" = 1'-0"1MEETING ROOM 207 EAST ELEVATION
1/2" = 1'-0"2MEETING ROOM 207 NORTH ELEVATION
1/2" = 1'-0"4MEETING ROOM 207 SOUTH ELEVATION
1/2" = 1'-0"3MEETING ROOM 207 WEST ELEVATION
25
LIGHTING FIXTURE KEY
A RECESSED DOWNLIGHT
A-EM RECESSED DOWNLIGHT
B RECESSED WALL WASH
C RECESSED DOWNLIGHT
D PENDANT LIGHT
D-EM PENDANT LIGHT
F SUSPENDED PENDANT
H 48" DIFFUSE PLASTIC LENS
H-EM 48" DIFFUSE PLASTIC LENS
K ACT 2X2
K3 WALL MOUNTED EXIT SIGN
K4 CEILING MOUNTED EXIT SIGN
N EXTERIOR SCONCE
P DECORATIVE PENDANT
Q DECORATIVE PENDANT
R DECORATIVE PENDANT
S RECESSED LINEAR SLOT
T RECESSED LINEAR SLOT
U SUSPENDED RING
U-EM SUSPENDED RING
V EXTERIOR STEP LIGHTS
Y 18W SLAB 150 - PENDANT
No.Description Date
EQUIPMENT KEY
BREAK ROOM
K.01 MICROWAVE
K.02 FOOD WASTE DISPOSER
K.03 ICE MAKER
K.04 COUNTER DEPTH REFRIGERATOR
K.05 STEEL WALL SHELVES
K.06 STEEL WALL SHELVES
K.07 STEEL WALL SHELVES
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES
MI.03 PENDANT SPEAKER
MI.04 EXTERIOR LOUVER 1.8 SF
MI.05 LOUVER
MI.06 EXTERIOR LOUVER 1.8 SF
MI.07 WALK OFF MAT
MI.08 WALK OFF MAT
MI.09 PROJECTOR
MI.10 SEMI-RECESSED FIRE EXTINGUISHER
CABINET
MI.11 ROOF ACCESS HATCH LADDER
MI.12 ROOF TIE-BACK ANCHOR
MI.13 LG WASHER
MI.14 LG DRYER
MI.15 COPY MACHINE
MI.16 DRINKING FOUNTAIN GRAB BAR
RESTROOM
R.01 GRAB BAR 36"
R.02 GRAB BAR 46"
R.03 ADULT CHANGING TABLE
R.04 BABY CHANGING STATION
R.05 SEMI RECESSED FREE NAPKIN AND
TAMPON DISPENSER
R.06 RECESSED FREE NAPKIN DISPENSER
R.07 ELECTRONIC SOAP DISPENSER
R.08 WALL MOUNTED HAND DRYER
R.09 TOILET SEAT CLEANER DISPENSER
R.10 FOLDING UTILITY SHELF
R.11 BABY CHANGING STATION
RECESSED
R.12 SANITARY NAPKIN DISPOSAL
R.14 BAG HOOK
R.15 TOILET PAPER DISPENSER
SECURITY
S.01 SECURITY CAMERA
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
LEVEL 02
12' -11 1/2"
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
A8.5
21
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BLOCKING PER
STRUCTURAL
BEAM PER
STRUCTURAL
A8.5
17
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
R1
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE
B1 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
BEAM PER
STRUCTURAL
A8.5
3
A8.5
18
A8.5
16
SOFFIT
ASSEMBLY AND
FINISH TYPE B4
PER PLANS
CONCRETE PAVERS
PER LANDSCAPE
WALL ASSEMBLY AND
FINISH TYPE 3 PER PLANS
6"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
FLOOR
ASSEMBLY
AND FINISH
TYPE A1 PER
PLANS
CEILING ASSEMBLY
AND FINISH TYPE
B1 PER PLANS
FLOOR
ASSEMBLY AND
FINISH TYPE A1
PER PLANS
BEAM PER
STRUCTURAL
ROOF ASSEMBLY
AND FINISH TYPE
C2 PER PLANS
A8.5
4
A8.5
4
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
LEVEL 02
12' -11 1/2"
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
BEAM PER
STRUCTURAL
A8.6
14
WALL ASSEMBLY
AND FINISH TYPE
4D PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S4
A8.3
12
SIM.
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
STOREFRONT PER
SCHEDULE
HEADER PER
STRUCTURAL
PLANTING PER
LANDSCAPE
A8.4
3
A8.5
21
WALL ASSEMBLY
AND FINISH TYPE 2
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
S2
BEAM PER
STRUCTURAL
SLAB ON GRADE
AND FOOTING
PER STRUCTURAL
FLOOR FINISH
TYPE A1 PER PLANS
IF-01
WALL ASSEMBLY
AND FINISH
TYPE 4 PER
PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
CEILING FINISH
TYPE B1 PER
PLANS
CEILING WHERE
OCCURS
A8.5
4
A8.6
14
A8.5
4
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
R2
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
BEAM PER
STRUCTURAL
A8.5
20
A8.5
22
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
CONCRETE PER
LANDSCAPE
WALL ASSEMBLY
AND FINISH TYPE
3 PER PLANS
A8.5
3
A8.5
18
WALL ASSEMBLY
AND FINISH TYPE
3 PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
PLANTING PER
LANDSCAPE
CEILING WHERE
OCCURS
BEAM PER
STRUCTURAL
CEILING ASSEMBLY
AND FINISH TYPE
B1 PER PLANS
A8.5
3
A8.5
21 SIM.
WALL ASSEMBLY
AND FINISH TYPE 2
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C5 PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
R2
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
CONCRETE PER
LANDSCAPE
WALL ASSEMBLY AND
FINISH TYPE 3 PER
PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
A8.5
3
A8.5
18
A8.5
22
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
S4
ROOF ASSEMBLY
AND FINISH TYPE
C1 PER PLANS
BEAM PER
STRUCTURAL
FLOOR FINISH
TYPE A1 PER PLANS
PLANTING PER
LANDSCAPE
WALL
ASSEMBLY AND
FINISH TYPE 2
PER PLANS
SLAB ON GRADE
AND FOOTING
PER STRUCTURAL
A8.5
3A8.5
19
A8.5
21
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:00:56 PM
2308
BLDG A WALL
SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1" = 1'-0"4SECTION AT MPR OVERHANG
1" = 1'-0"3SECTION AT TYP. SOUTH TILE WALL AT BLDG A
1" = 1'-0"5
INT. WALL B/W WARMING KITCHEN
& FURNITURE STORAGE
1" = 1'-0"8SOFFIT WALL AT MPR
1" = 1'-0"6SECTION AT MPR WEST WALL
1" = 1'-0"9INT. WALL B/W WARMING KITCHEN & MPR
1" = 1'-0"2SECTION AT EXTERIOR TILE NICHE
1" = 1'-0"7SECTION AT TYP. EAST WALL AT BLDG A
25
1" = 1'-0"1SECTION AT TYP. NORTH TILE WALL AT BLDG A
1" = 1'-0"10MPR EXTERIOR WALL
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
Y1
FLOOR
ASSEMBLY AND
FINISH TYPE A1
PER PLANS
CONCRETE PAVERS
PER LANDSCAPE
CO-02
BEAM PER
STRUCTURAL
A8.5
11
WALL ASSEMBLY
AND FINISH TYPE 2
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
A8.7
8
A8.5
25
FLOOR
ASSEMBLY AND
FINISH TYPE A2
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR
ASSEMBLY AND
FINISH TYPE A1
PER PLANS
PLANTING PER
LANDSCAPE
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
A8.5
4
A8.5
19
A8.5
25
A8.5
11
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
SLAB ON GRADE PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
IF-01
CEILING ASSEMBLY
AND FINISH FINISH
TYPE B1 PER PLANS
BEAM PER
STRUCTURAL
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
A8.5
10
CEILING IF
OCCURS PER
PLANS
A8.5
4
A8.5
19
A8.5
25
A8.6
13
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
SLAB ON GRADE PER
STRUCTURAL
WINDOW PER
SCHEDULE
HEADER PER
STRUCTURAL
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
BEAM PER
STRUCTURAL
STRINGER PER
STRUCTURAL
A8.5
19
A8.6
5
A8.4
11
A8.4
12
A8.5
25
A8.6
13
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
SHADE PER
SCHEDULE
LEVEL 02
12' -11 1/2"
WINDOW WHERE
OCCURS
HEADER PER
STRUCTURAL
ROOF ASSEMBLY AND
FINISH TYPE C4 PER
PLANS
CONCRETE DECK
PER STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
A8.5
4A8.7
2
A8.4
26
A8.4
27
A8.5
25
WALL ASSEMBLY
AND FINISH TYPE 2
PER PLANS
SHADE PER
SCHEDULE
LEVEL 02
12' -11 1/2"
T.O. ROOF
30' -8 1/2"
U1
SOFFIT ASSEMBLY
AND FINISH TYPE
B4 PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 3 PER
PLANS
BEAM PER
STRUCTURAL
A8.5
11
A8.6
3
A8.5
24
LEVEL 02
12' -11 1/2"
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BEAM PER
STRUCTURAL
FLOOR FINISH TYPE
A2 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
WINDOW
WHERE OCCURS
HEADER PER
STRUCTURAL
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
A8.5
17
A8.4
26
A8.4
27
A8.5
25
A8.5
11
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
LEVEL 02
12' -11 1/2"
U6
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 2
PER PLANS
BLOCKING PER
STRUCTURAL
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
A8.5
25
A8.5
17
A8.5
10
LEVEL 02
12' -11 1/2"
A8.5
11
A8.5
17
A8.4
26
A8.4
27
A8.6
19
A8.5
25
IF-01
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WINDOW
WHERE
OCCURS
CEILING ASSEMBLY
AND FINISH TYPE B2
PER PLANS
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
BEAM PER
STRUCTURAL
HEADER PER
STRUCTURAL
6"
OPP.
SHADE PER
SCHEDULE
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
LEVEL 02
12' -11 1/2"
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
IF-01
WALL ASSEMBLY
AND FINISH TYPE
2 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
10A8.7
2
A8.5
25
6"
LEVEL 02
12' -11 1/2"
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 3
PER PLANS
A8.6
3
A8.6
28
A8.6
27
WALL ASSEMBLY
AND FINISH TYPE 3
PER PLANS
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:01:07 PM
2308
WALL SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1" = 1'-0"3SECTION AT PARAPET & MEDIUM OFFICE
1" = 1'-0"2MACHINE ROOM EXTERIOR WALL
1" = 1'-0"5SECTION AT HUB 01 WEST WALL
1" = 1'-0"4SECTION AT STAIRCASE WALL
1" = 1'-0"1SECTION AT MEDIUM OFFICE
1" = 1'-0"7SECTION AT LARGE OFFICE
1" = 1'-0"9TYP. SECTION AT LARGE OFFICE WOOD WALL
1" = 1'-0"11WOOD WRAP WALL SECTION
1" = 1'-0"10SECTION AT OFFICE WALL
1" = 1'-0"8SECTION AT BREAK ROOM EXTERIOR
1" = 1'-0"6TYP. PARAPET WALL AT TERRACE
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
LEVEL 02
12' -11 1/2"
A8.3
26
A8.3
27
A8.6
19
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
INTERIOR
GLAZING PER
SCHEDULE
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
6"
WALL ASSEMBLY
AND FINISH TYPE
6 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
BEAM PER
STRUCTURAL
CEILING WHERE
OCCURS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
OFFICECORRIDOR
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
CEILING WHERE
OCCURS PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
DOOR PER
SCHEDULE
FLOOR ASSEMBLY
AND FINISH TYPE 2A
PER PLANS
STOREFRONT
PER SCHEDULE
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
CONCRETE PER
LANDSCAPE
A8.3
11
A8.3
1
A8.4
14
SOFFIT
ASSEMBLY AND
FINISH TYPE B4
PER PLANS
LEVEL 02
12' -11 1/2"
A8.6
19
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
6 PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
6"
A8.5
10
A8.5
11
CEILING WHERE
OCCURS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
LEVEL 02
12' -11 1/2"
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANSFLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
GL-02
A8.3
26
A8.3
24
A8.6
1
WALL ASSEMBLY
AND FINISH TYPE
7 PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY AND FINISH
TYPE A1 PER PLANS
SLAB ON GRADE PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING WHERE
OCCURS PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
A8.5
4
A8.5
4
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 4 PER
PLANS
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C4 PER
PLANS
6"6"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
11
A8.5
11
A8.6
19
A8.6
19
WALL ASSEMBLY AND
FINISH TYPE 6 PER
PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
HEADER PER
STRUCTURAL
DOOR PER
SCHEDULE
SOFFIT ASSEMBLY AND
FINISH TYPE B4 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CONCRETE PER
LANDSCAPE
WALL ASSEMBLY AND
FINISH TYPE 2 PER PLANS
A8.3
10
A8.4
25
A8.6
12
A8.6
18
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
Y1
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
CO-02
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
DOOR PER
SCHEDULE
BEAM PER
STRUCTURAL
SOFFIT ASSEMBLY
AND FINISH TYPE
B4 PER PLANS
FOOTING PER
STRUCTURAL
CONCRETE PAVERS
PER LANDSCAPE
A8.5
11
A8.4
13
A8.5
17
WALL ASSEMBLY AND
FINISH TYPE 2 PER PLANS
A8.6
10
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
Y2
CONCRETE PER
LANDSCAPE
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FOOTING PER
STRUCTURAL
DOOR PER
SCHEDULE
CO-02
CO-02SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.6
10
THRESHOLD #1675A
ZERO INTERNATIONAL
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
Y1
FOOTING PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
CONCRETE PAVERS
PER LANDSCAPE
CO-02 CO-02
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
A8.7
7
A8.7
1
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR
ASSEMBLY AND
FINISH TYPE A1
PER PLANS
FOOTING PER
STRUCTURAL
CO-02
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CO-02
A8.7
1
2%
STAIRCASE PER
PLANS
BEAM PER
STRUCTURAL
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CONCRETE DECK
PER STRUCTURAL
CEILING ASSEMBLY
AND FINISH TYPE B2
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 6 PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
A8.5
11
A8.5
11
A8.6
19
6"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:01:18 PM
2308
WALL SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1" = 1'-0"11SECTION AT TYP. OFFICE CURTAIN WALL
1" = 1'-0"6SECTION AT ENTRANCE DOOR 106A
1" = 1'-0"10SECTION AT TYP. OFFICE
1" = 1'-0"8SECTION AT MEETING ROOM GLASS PARTITION
25
1" = 1'-0"12SECTION AT TYP. PARTITION
1" = 1'-0"9SECTION AT TYP. OFFICE PARTITION
1" = 1'-0"5SECTION AT ELECTRICAL ROOM
1" = 1'-0"4SECTION AT GARAGE DOOR
1" = 1'-0"3SECTION AT MATERIAL STORAGE DOOR
1" = 1'-0"2SECTION AT MATERIAL STORAGE
1" = 1'-0"1SECTION AT STAIRS & MATERIAL STORAGE
1" = 1'-0"7SECTION AT MEDIUM & SMALL OFFICE
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE
B3 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
ROOF ASSEMBLY
PER PLANS
A8.5
5
A8.5
12
CEILING WHERE
OCCURS PER
PLANS
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
A8.5
7
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
CO-02
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
PLANTING PER
LANDSCAPE
CO-02
FOOTING PER
STRUCTURAL
STAIR PER PLANS
A8.7
12
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS FLOOR ASSEMBLY AND
FINISH TYPE A1 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
BASE FINISH PER
PLANS
BASE FINISH PER
PLANS
A8.5
13
A8.5
13 LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE
A2 PER PLANS
A8.5
5
A8.5
13
A8.5
8
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CO-02
CO-02
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BEAM PER
STRUCTURALBEAM PER
STRUCTURAL
CO-02 CO-02
FLOOR ASSEMBLY AND
FINISH TYPE A1 PER PLANS
CONCRETE PAVERS
PER LANDSCAPE
A8.6
10
A8.6
11
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
A8.5
7
A8.5
14
A8.5
5
A8.6
1
BEAM PER
STRUCTURAL
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR
ASSEMBLY AND
FINISH TYPE A1
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
CO-02
SOFFIT ASSEMBLY
AND FINISH TYPE
B4 PER PLANS
CONCRETE PAVERS
PER LANDSCAPE
FOOTING PER
STRUCTURAL
CEILING WHEN
OCCURS PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE
A2 PER PLANS
A8.5
9
A8.6
11
A8.6
10
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CO-02
CO-02
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
A8.6
10
A8.6
11
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
8
A8.5
5
A8.5
5
A8.5
7
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
LEVEL 02
12' -11 1/2"
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
A8.5
5 A8.5
14
A8.6
1
A8.5
8
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
4
A8.5
13
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
FLOOR FINISH PER
PLANS
BEAM PER
STRUCTURAL
WALL ASSEMBLY
AND FINISH TYPE 5
PER PLANS
CEILING FINISH
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
A8.5
5 A8.5
4
A8.5
7
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:01:28 PM
2308
WALL SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1" = 1'-0"7SECTION AT UPPER HUB & RESTROOM
25
1" = 1'-0"1SECTION AT CONCRETE STAIRCASE WALL
1" = 1'-0"12SECTION AT TYP. RESTROOM PARTITION
1" = 1'-0"11SECTION AT RESTROOM INT. WALL
1" = 1'-0"3SECTION AT RESTROOM EXTERIOR WALL
1" = 1'-0"9SECTION AT RESTROOM & TICKET BOOTH
1" = 1'-0"2SECTION AT ADA RESTROOM
1" = 1'-0"6CEILING DETAIL AT RESTROOM
1" = 1'-0"10SECTION AT RESTROOM FURRED WALL
1" = 1'-0"5SECTION AT UPPER HUB & STAFF WASHROOM
1" = 1'-0"8SECTION AT LOWER HUB & RESTROOM
1" = 1'-0"4SECTION AT STORAGE & STAFF RESTROOM
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
LEVEL 02
12' -11 1/2"
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
IF-01
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLAN
CEILING ASSEMBLY
AND FINISH TYPE B3
PER PLAN
FLOOR ASSEMBLY
AND FINISH TYPE C3
PER PLANS
A8.5
12
A8.5
10
A8.6
1
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANSLEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE
A1 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FB-01
MW-01
GL-02
A8.11
4
A8.3
18
A8.3
19
A8.6
18
A8.5
4
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
A8.5
12
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.6
1 SIM.
FB-01
MW-01
WALL ASSEMBLY AND
FINISH TYPE 7 PER
PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLAN
FLOOR ASSEMBLY
AND FINISH TYPE C3
PER PLANS
A8.5
12
A8.6
6
LEVEL 02
12' -11 1/2"
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 4 PER PLANS
A8.5
11
A8.5
11
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
LEVEL 02
12' -11 1/2"
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 6 PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE C4
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE C3
PER PLANS
A8.5
11 A8.5
10
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
10
A8.5
11
CO-02
CEILING
ASSEMBLY AND
FINISH TYPE B2
PER PLANS
WALLASSEMBLY
AND FINISH TYPE
6 PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
6"
A8.6
19
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C4 PER PLANS
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE
B1 PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
WALL ASSEMBLY
AND FINISH TYPE 6
PER PLANS
GL-02
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CONCRETE DECK
PER STRUCTURAL
A8.3
27
A8.3
26
BEAM PER
STRUCTURAL
LEVEL 02
12' -11 1/2"
SOFFIT ASSEMBLY
AND FINISH TYPE
B4 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 6
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
A8.5
11
BEAM PER
STRUCTURAL
A8.5
15
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY AND FINISH
TYPE A2 PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
A8.5
10
A8.5
12
A8.6
1
CEILING WHERE
OCCURS
WALL ASSEMBLY
AND FINISH
TYPE 7 PER
PLANS
LEVEL 02
12' -11 1/2"
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
7 PER PLANS
A8.5
12
A8.5
15
A8.6
1
LEVEL 02
12' -11 1/2"
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 6 PER PLANS
A8.5
11
A8.5
15
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
LEVEL 02
12' -11 1/2"
6"
ROOF ASSEMBLY AND
FINISH TYPE C3 PER
PLANS
WALL ASSEMBLY
AND FINISH TYPE 6
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B2
PER PLAN
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY AND
FINISH TYPE A2 PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
A8.5
10 A8.5
15
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:01:39 PM
2308
WALL SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1" = 1'-0"3SECTION AT UPPER HUB & STORAGE
1" = 1'-0"5SECTION AT PLYWOOD BENCH
1" = 1'-0"4SECTION AT STORAGE & BREAK ROOM
25
1" = 1'-0"7SECTION AT LARGE OFFICE & CLOSET
1" = 1'-0"2SECTION AT UPPER HUB & CLOSET
1" = 1'-0"6SECTION AT UPPER HUB & MEDIUM OFFICE
1" = 1'-0"8SECTION AT LARGE OFFICE INT.
1" = 1'-0"9SECTION BETWEEN IT ROOM & LARGE OFFICE
1" = 1'-0"1SECTION AT STORAGE
1" = 1'-0"10IT ROOM SECTION
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
1" = 1'-0"11SECTION AT IT ROOM & CLOSET
1" = 1'-0"12SECTION AT MTG ROOM & IT ROOM
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
U3
FLOOR FINISH
PER PLANS
SLAB ON GRADE
PER STRUCTURAL
FLOOR FINISH
PER PLANS
STAIRCASE
LANDING PER
PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B2
PER PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
BLOCKING PER
STRUCTURAL
A8.5
4
A8.6
5
A8.6
19
A8.5
11
A8.6
13
6"
WALL ASSEMBLY
AND FINISH TYPE 6
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
4A PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
SLAB ON GRADE PER
STRUCTURAL
STAIRCASE PER
PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
BEAM PER
STRUCTURAL
CO-02
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
A8.6
4
A8.10
6
MILLWORK PER PLANS
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE
4 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
ROOF ASSEMBLY
TYPE C4 PER
PLANS
HOIST BEAM PER
STRUCTURAL
A8.5
10
BEAM PER
STRUCTURAL
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
CONCRETE PER
LANDSCAPE
CO-02
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
CO-02
SOFFIT ASSEMBLY
AND FINISH TYPE B4
PER PLANS
BEAM PER
STRUCTURAL
FOOTING PER
STRUCTURAL
A8.6
10
CEILING WHERE
OCCURS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
A8.6
11
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
X3
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
GL-02
A8.3
17
A8.6
18
FLOOR ASSEMBLY AND
FINISH TYPE A1 PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 4 PER
PLANS
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE 1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
A8.5
5
A8.5
4
A8.5
8
IF-01
CEILING
ASSEMBLY AND
FINISH TYPE B1
PER PLANS
WALL ASSEMBLY AND FINISH
TYPE 5 PER PLANS
LEVEL 02
12' -11 1/2"
CEILING ASSEMBLY AND
FINISH TYPE B1 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
BEAM PER
STRUCTURAL
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
A8.6
9
A8.5
10
SIM.
CEILING ASSEMBLY
AND FINISH TYPE
B1 PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
3 PER PLANS
A8.6
1
A8.6
2
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
CEILING ASSEMBLY AND
FINISH TYPE B3 PER PLANS
LEVEL 02
12' -11 1/2"
Y2 FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
WALL ASSEMBLY AND
FINISH TYPE 4 PER
PLANS
CEILING ASSEMBLY
AND FINISH TYPE B3
PER PLANS
CEILING ASSEMBLY
AND FINISH TYPE B1
PER PLANS
ROOF
ASSEMBLY AND
FINISH TYPE C3
PER PLANS
A8.6
2
A8.6
1
WALL ASSEMBLY
AND FINISH TYPE 7
PER PLANS
ROOF ASSEMBLY
AND FINISH TYPE
C3 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLAN
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
FLOOR ASSEMBLY
AND FINISH TYPE A1
PER PLANS
FLOOR ASSEMBLY
AND FINISH TYPE A2
PER PLANS
ROOF ASSEMBLY AND
FINISH TYPE C5 PER PLANS
BEAM PER
STRUCTURAL
HOIST BEAM PER
STRUCTURAL
A8.5
4 OPP.
A8.5
26
ROOF ASSEMBLY AND
FINISH TYPE C4 PER PLANS
WALL ASSEMBLY
AND FINISH TYPE 4
PER PLANS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
LEVEL 02
12' -11 1/2"
ROOF ASSEMBLY
AND FINISH TYPE
C5 PER PLANS
PLANTING PER
LANDSCAPE
HOIST BEAM PER
STRUCTURAL
A8.5
19
A8.5
23
WALL ASSEMBLY
AND FINISH
TYPE 2 PER
PLANS
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:01:50 PM
2308
WALL SECTIONS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A7.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1" = 1'-0"4SECTION AT STAIRCASE & MEDIUM OFFICE
1" = 1'-0"3SECTION AT STAIRS INT. WALL
1" = 1'-0"13SECTION AT ELEVATOR SHAFT
1" = 1'-0"2SECTION AT CONC.WALL & TILE SOFFIT
1" = 1'-0"12INTERIOR WALL TO CONCRETE METAL DECK
1" = 1'-0"11DECK AT LEVEL 02
1" = 1'-0"1SECTION AT STAIRCASE WALL BUILDING B
1" = 1'-0"10SOFFIT WALL AT UPPER HUB
1" = 1'-0"9TYP. FRAMED SOFFIT
1" = 1'-0"8SECTION AT UPPER HUB MECH WALL
1" = 1'-0"7SECTION AT UPPER HUB MECH. WALL
1" = 1'-0"6SECTION AT ELEVATOR INTERIOR WALL
1" = 1'-0"5SECTION AT ELEVATOR EXTERIOR WALL
FINISH KEY
ACT-01 ACOUSTICAL TILE CEILING
BF-01 COVE BASE
BF-02 TOELESS BASE
BF-03 COVE BASE
BF-04 STAINLESS STEEL BASE
CO-01 CONCRETE FLOOR
CO-02 CONCRETE WALL
CO-03 CONCRETE FLOOR
CP-01 CARPET TILE
CT-01 QUARTZ COUNTER TOP
CT-02 STAINLESS STEEL COUNTER
CT-03 BUTCHER BLOCK
DK-01 DECK
FB-01 CUSHION FABRIC
FB-02 FABRIC
FC-01 POLYSORB CEILING PANEL
FF-01 LVT
GL-01 EXTERIOR GLAZING
GL-02 INTERIOR GLAZING
GL-03 INTERIOR PRIVACY GLASS
GL-04 FRAMELESS MIRROR
GL-05 FIRE RATED GLAZING
GLB-01 EXPOSED STRUCTURAL FRAMING
IF-01 INTERIOR DRYWALL FINISH
IF-02 EXPOSED CEILING
IF-03 GREEN DRYWALL
MT-01 BLACK METAL
MW-01 MILLWORK
MW-02 WHITE CABINETRY
MW-03 MILLWORK
MW-04 MILLWORK
MW-05 GRAY CABINETRY
PL-01 FIRE RATED PLYWOOD
PT-01 PAINT FINISH
PT-02 PAINT FINISH
PT-03 PAINT FINISH
RF-01 PVC ROOFING
TI-01 EXTERIOR TILE
TI-02 INTERIOR TILE
TI-03 INTERIOR TILE
WD-01 EXTERIOR WOOD FINISH
WD-02 WOOD DECK BOARDS
WM-01 WIRE MESH
WRB-01 SELF ADHERED VAPOR BARRIER
WRB-02 LIQUID APPLIED WATERPROOFING
WRB-03 ELEVATOR WATERPROOFING
WRB-04 CONCRETE PLANTER WATERPROOFING
No.Description Date
WALL ASSEMBLY
WALL TYPE 1A:
EXTERIOR CONCRETE WALL
PER CBC TABLE 722.2.1.1 CAST
IN PLACE OR PRECAST WALLS,
ALL CONCRETE WALL TYPES
ABOVE 5" THICK ARE MORE
THAN 2 HOURS FIRE RATED.
LAYER 1: CIP CONCRETE
6" BOARD FORMED
NOTES:
1. FINISH PER PLANS
8"
WALL ASSEMBLY
WALL TYPE 1B:
EXTERIOR CONCRETE WALL
PER CBC TABLE 722.2.1.1 CAST
IN PLACE OR PRECAST WALLS,
ALL CONCRETE WALL TYPES
ABOVE 5" THICK ARE MORE
THAN 2 HOURS FIRE RATED.
LAYER 1: CIP CONCRETE
12" BOARD FORMED
NOTES:
1. FINISH PER PLANS
1' - 0"
WALL ASSEMBLY
WALL TYPE 3B:
EXTERIOR TILE WALL
TCNA W244E
1 HOUR FIRE RATED PER
UL DES U329
R-VALUE: 22
LAYER 1: TI-01 WITH GROUT
JOINTS
LAYER 2: 1/4" CEMENTITIOUS
BOND COAT
LAYER 3: WRB-02
LAYER 3: 1/2" USG DUROCK
CEMENT BACKERBOARD
LAYER 5: WRB-01
LAYER 6: PLYWOOD PER
STRUCTURAL
LAYER 7: FRAMING PER
STRUCTURAL
LAYER 8: R-22 MINERAL WOOL
INSULATION
LAYER 9: 5/8" USG SHEETROCK
FIRECODE TYPE "X" GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
11 5/8"
WALL ASSEMBLY
WALL TYPE 4A:
INTERIOR PARTITION
1 HOUR FIRE RATED PER UL
U305
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
4 3/4"
WALL ASSEMBLY
WALL TYPE 4B:
INTERIOR FURRED PARTITION
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
4 1/8"
WALL ASSEMBLY
WALL TYPE 5A:
INTERIOR TILE PARTITION
TCNA W244
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: 1/2" CEMENT BACKER
BOARD
LAYER 5: THINSET MORTAR
LAYER 6: TILE PER PLANS WITH
GROUT JOINTS
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
5 1/2"
5 1/4"
PARTITION ASSEMBLY
WALL TYPE 6A:
INTERIOR PARTITION WITH
RESILIENT CHANNEL
1 HOUR FIRE RATED PER UL U305
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: RC-1 RESILIENT
CHANNEL @ 24" OC.
LAYER 5: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
5 3/8"
WALL ASSEMBLY
WALL TYPE 7A:
INTERIOR PARTITION WITH
PLYWOOD
1 HOUR FIRE RATED PER UL U305
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
LAYER 5: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 1/8"
WALL ASSEMBLY
WALL TYPE 7B:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2:CLEATS
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: FRAMING PER
STRUCTURAL
LAYER 5: 1/2" CEMENT
BACKER BOARD
LAYER 4: THIN SET MORTAR
LAYER 5: TILE PER PLANS WITH
GROUT JOINTS
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
WALL ASSEMBLY
WALL TYPE 7C:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
4 3/4"
WALL ASSEMBLY
WALL TYPE 8:
INTERIOR GLASS PARTITION
LAYER 1: GLAZING PER PLANS
CHANNEL TOP AND BOTTOM
NOTES:
EQ EQ
WALL ASSEMBLY
WALL TYPE 7D:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2:CLEATS
LAYER 3:FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 3/4"
WALL ASSEMBLY
WALL TYPE 5B:
INTERIOR TILE PARTITION
TCNA W244
LAYER 1: FRAMING PER
STRUCTURAL
LAYER 2: MINERAL WOOL
INSULATION
LAYER 3: 1/2" CEMENT BACKER
BOARD
LAYER 4: THIN SET MORTAR
LAYER 5: TILE PER PLANS WITH
GROUT JOINTS
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 7/8"
WALL ASSEMBLY
WALL TYPE 7E:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 5: MINERAL WOOL
INSULATION
LAYER 6: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 3/8"
WALL ASSEMBLY
WALL TYPE 7F:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: PLYWOOD PER
STRUCTURAL
LAYER 4: FRAMING PER
STRUCTURAL
LAYER 5: MINERAL WOOL
INSULATION
LAYER 6: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 7/8"
WALL ASSEMBLY
WALL TYPE 2B:
EXTERIOR WOOD SIDING WALL
1 HOUR FIRE RATED PER UL U305
R-VALUE: 22
LAYER 1: WD-01
LAYER 2: GRAD MINI RAIL SYSTEM
@ 24"O.C. MAX
LAYER 3: VAPROSHIM ATTACHED
TO FRAMING PER SPACING
LAYER 4: WRB-01
LAYER 5: 5/8" DENSGLASS
SHEATHING
LAYER 6: PLYWOOD PER
STRUCTURAL
LAYER 7: R-22 MINERAL WOOL
INSULATION
LAYER 8: FRAMING PER
STRUCTURAL
LAYER 9: 3/4" FURRING
LAYER 10: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
11 1/4"
WALL ASSEMBLY
WALL TYPE 3C:
EXTERIOR TILE WALL
TCNA W244E
R-VALUE: 22
LAYER 1: TI-01 WITH GROUT JOINTS
LAYER 2: 1/4" CEMENTITIOUS BOND
COAT
LAYER 3: WRB-02
LAYER 3: 1/2" CEMENT
BACKERBOARD
LAYER 4: WRB-01
LAYER 5: PLYWOOD PER
STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
LAYER 7: R-22 MINERAL WOOL
INSULATION
LAYER 8: PLYWOOD PER
STRUCTURAL
LAYER 9: WRB-01
LAYER 10: 1/2" CEMENT
BACKERBOARD
LAYER 11: WRB-02
LAYER 12: 1/4" CEMENTITIOUS
BOND COAT
LAYER 13: TI-01 WITH GROUT JOINTS
NOTES:
1. FINISH PER PLANS
9"7 3/4"
PARTITION ASSEMBLY
WALL TYPE 6B:
INTERIOR PARTITION WITH
RESILIENT CHANNEL
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: RC-1 RESILIENT CHANNEL
@ 24" OC.
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
LAYER 5: PLYWOOD PER
STRUCTURAL
LAYER 6: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
WALL ASSEMBLY
WALL TYPE 4C:
INTERIOR FURRED PARTITION
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: PLYWOOD PER
STRUCTURAL
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 5/8"
6 1/8"
WALL ASSEMBLY
WALL TYPE 4D:
INTERIOR FURRED PARTITION
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 3/4"
WALL ASSEMBLY
WALL TYPE 4E:
INTERIOR PARTITION
1 HOUR FIRE RATED PER UL
U305
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 1/4"
WALL ASSEMBLY
WALL TYPE 4F:
INTERIOR PARTITION
1 HOUR FIRE RATED PER UL
U305
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: PLYWOOD PER
STRUCTURAL
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 4: MINERAL WOOL
INSULATION
LAYER 5: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
PARTITION ASSEMBLY
WALL TYPE 6C:
INTERIOR PARTITION WITH
RESILIENT CHANNEL
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: RC-1 RESILIENT CHANNEL
@ 24" OC.
LAYER 5: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 1/4"
WALL ASSEMBLY
WALL TYPE 2A:
EXTERIOR WOOD SIDING WALL
R-VALUE: 22
LAYER 1: WD-01
LAYER 2: GRAD MINI RAIL
SYSTEM @ 24"O.C. MAX
LAYER 3: VAPROSHIM
ATTACHED TO EVERY FRAMING
MEMBER
LAYER 4: WRB-01
LAYER 5: 5/8" DENSGLASS
SHEATHING
LAYER 6: PLYWOOD PER
STRUCTURAL
LAYER 7: R-22 MINERAL WOOL
INSULATION
LAYER 8: FRAMING PER
STRUCTURAL
LAYER 9: 5/8" TYPE 'X' GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
8 3/4"
WALL ASSEMBLY
WALL TYPE 3A:
EXTERIOR TILE WALL
TCNA W244E
1 HOUR FIRE RATED PER
UL DES U329
R-VALUE: 22
LAYER 1: TI-01 WITH GROUT
JOINTS
LAYER 2: 1/4" CEMENTITIOUS
BOND COAT
LAYER 3: WRB-02
LAYER 3: 1/2" USG DUROCK
CEMENT BACKERBOARD
LAYER 5: WRB-01
LAYER 6: PLYWOOD PER
STRUCTURAL
LAYER 7: FRAMING PER
STRUCTURAL
LAYER 8: R-22 MINERAL WOOL
INSULATION
LAYER 9: 5/8" USG SHEETROCK
FIRECODE TYPE "X" GWB
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 7/8"
WALL ASSEMBLY
WALL TYPE 7G:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: 1" FURRING
LAYER 4: FRAMING PER
STRUCTURAL
LAYER 5: PLYWOOD PER
STRUCTURAL
LAYER 6: MINERAL WOOL
INSULATION
LAYER 7: MW-01
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
9"
WALL ASSEMBLY
WALL TYPE 7H:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: 1" FURRING
LAYER 4: FRAMING PER
STRUCTURAL
LAYER 5: MINERAL WOOL
INSULATION
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 3/4"
WALL ASSEMBLY
WALL TYPE 7I:
INTERIOR PARTITION WITH
PLYWOOD
LAYER 1: MW-01
LAYER 2:CLEATS
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: FRAMING PER
STRUCTURAL
LAYER 5: CLEATS
LAYER 6" MW-01
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
8"
PARTITION ASSEMBLY
WALL TYPE 6D:
INTERIOR PARTITION WITH FIRE
RATED PLYWOOD
LAYER 1: 5/8" TYPE 'X' GWB
LAYER 2: FRAMING PER
STRUCTURAL
LAYER 3: MINERAL WOOL
INSULATION
LAYER 4: FIRE RATED PLYWOOD
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
6 5/8"
WALL ASSEMBLY
WALL TYPE 7J:
INTERIOR PARTITION WITH FIRE
RATED PLYWOOD
LAYER 1: MW-01
LAYER 2: CLEATS
LAYER 3: FRAMING PER
STRUCTURAL
LAYER 5: MINERAL WOOL
INSULATION
LAYER 6: FIRE RATED PLYWOOD
NOTES:
1. FINISH PER PLANS
2. ADD ACOUSTICAL SEAL
7 1/4"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:17:27 AM
2308
TYPICAL
ASSEMBLIES
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A8.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
3" = 1'-0"1WALL TYPE 1A (2 HOUR)
3" = 1'-0"2WALL TYPE 1B (2 HOUR)
3" = 1'-0"6WALL TYPE 3B (1 HOUR)
3" = 1'-0"8WALL TYPE 4A (1 HOUR)
3" = 1'-0"9WALL TYPE 4B
3" = 1'-0"14WALL TYPE 5A
3" = 1'-0"16WALL TYPE 6A (1 HOUR)
3" = 1'-0"20WALL TYPE 7A (1 HOUR)
3" = 1'-0"21WALL TYPE 7B
3" = 1'-0"22WALL TYPE 7C
3" = 1'-0"30WALL TYPE 8
3" = 1'-0"23WALL TYPE 7D
3" = 1'-0"15WALL TYPE 5B
3" = 1'-0"24WALL TYPE 7E
3" = 1'-0"25WALL TYPE 7F
3" = 1'-0"4WALL TYPE 2B (1 HOUR)
3" = 1'-0"7WALL TYPE 3C
3" = 1'-0"17WALL TYPE 6B
3" = 1'-0"10WALL TYPE 4C
3" = 1'-0"11WALL TYPE 4D
3" = 1'-0"12WALL TYPE 4E (1 HOUR)
25
3" = 1'-0"13WALL TYPE 4F (1 HOUR)
3" = 1'-0"18WALL TYPE 6C
3" = 1'-0"3WALL TYPE 2A
3" = 1'-0"5WALL TYPE 3A (1 HOUR)
3" = 1'-0"26WALL TYPE 7G
3" = 1'-0"27WALL TYPE 7H
3" = 1'-0"28WALL TYPE 7I
3" = 1'-0"19WALL TYPE 6D
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
3" = 1'-0"29WALL TYPE 7J (1 HOUR)
6
6
6
6
6
6
6
6
6
6
6
LEVEL 02
12' -11 1/2"
MW-03
2 LAYERS, TYP.
MW-03
MW-03
MW-03 MW-03
1 LAYER, TYP.
2 LAYERS
FB-01
2
A8.10
6
A8.10
7
A8.10
1 LAYER, TYP.
MW-03
6' - 1 1/8"
4"
1 1/2"
1' - 0 1/2"
3/4"
1' - 6 1/4"
3/4"
1' - 6 1/4"
4"
3' - 6"
10' - 10 7/8"
EQ EQ EQ EQ EQ EQ
1' - 6"
MW-03MW-03
2 LAYERS, TYP.
MW-03
1 LAYER FB-01
1' - 6"
4"
1' - 2"
11 1/4"
2"
10' - 10 7/8"
EQ EQ EQ EQ EQ EQ
CONCRETE
DECK PER
STRUCTURAL
MW-01
CLEATS
INSULATION PER
PLANS
MW-03
MW-03
ONE LAYER, TYP
ONE LAYER, TYP
MW-03
MW-03
FLOOR FINISH
PER PLANS
2x4 WOOD STUD
3/4"
1' - 6 1/4"
3/4"
1' - 6 1/4"
4"
10 1/2" 2"
1' - 9 1/4"
CLEATS
1" FURRING PROVIDE BACKING
AS NECESSARY FOR
CLEATS
MW-03
ONE LAYER, TYP
IF-01
MW-03
MW-03
FLOOR FINISH PER
PLANS
CONCRETE
DECK PER
STRUCTURAL
2x4 WOOD STUD
2 LAYERS
FB-01
1' - 0 1/2"
1 1/2"
4"
4"
CLEATS
1' - 5"
MW-01
INSULATION PER
PLANS
CLEATS
1' - 6"
1' - 1"
PROVIDE BACKING AS
NECESSARY FOR
CLEATS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
4' - 9 1/2"
TYP.
6 3/4"
4
A8.10
MW-03
MW-03
2 LAYERS
1 LAYER TYP.
MW-03
1 LAYER TYP.
5
A8.10
EQEQEQEQ
1' - 9"
1' - 2"
1 1/2"
1' - 10 1/2"
4' - 9 1/2"
6"
IF-01
IF-01
MW-03
1 LAYER TYP.
MW-03
CLEATS
2"
4' - 9 1/2"
1' - 4 3/8"
3/4"
3/4"
3/4" 1' - 3 1/4" 2"
3/4"
6"
3/4"
6"
3/4"
6"
3/4"
1' - 2"
1 1/2"
1' - 10 1/2"
3"ATTACHMENT TO BRACKET
PER MILLWORK
CONTRACTOR
MW-03
MW-03
1 LAYER TYP.
MW-03
1 LAYER TYP.
IF-01
FLOOR FINISH PER PLANS
STUD SUPPORTED
BRACKET
1' - 6"
1' - 9"
CLEATS
PROVIDE
BACKING AS
NECESSARY FOR
CLEATS
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
9
A8.10
2' - 6"
5' - 6"
2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6"
12' - 6"
8' - 0"
3 1/2"
BERENSON BRAVO BLACK
EDGE PULL 1064-4055-P,
TYP. AT ALL CABINETS
3 1/2"
2' - 6 5/8"
5' - 5 3/8"
8' - 0"
TYP.
1"
MW-03
MW-03
ONE LAYER, TYP.
ONE LAYER, TYP.
IF-01
COUNTERSUNK
SCREW
COUNTERSUNK
SCREW
COUNTERSUNK
SCREW
2x4 BLOCKING
IF-01
CEILING PER
PLANS
3"
MW-02
ONE LAYER, TYP.
MW-03
LAMINATE
1' - 9"
2' - 0"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:03:09 PM
2308
MILLWORK
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.10
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1" = 1'-0"1ELEVATION AT BENCH ON LEVEL 02
1" = 1'-0"2PLAN AT BENCH ON LEVEL 02
3" = 1'-0"6SECTION AT STORAGE ON LEVEL 02
3" = 1'-0"7SECTION AT BENCH ON LEVEL 02
1" = 1'-0"3MAILBOX ELEVATION ON LEVEL 01
1" = 1'-0"4MAILBOX PLAN ON LEVEL 01
3" = 1'-0"5MAILBOX SECTION ON LEVEL 01
1" = 1'-0"8CABINETS IN WORKSHOP ELEVATION
1 1/2" = 1'-0"9SECTION AT CABINETS IN WORKSHOP
No.Description Date
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
Y2
1
A8.12
2
A8.12
3
A8.12NUMBERS CARVED OUT
OF PLYWOOD, 1/4"
DEEP, TYP.
STRAIGHT HASP, TYP.
BERENSON BRAVO BLACK
EDGE PULL 1060-4055-P,
TYP. AT ALL LOCKERS
BERENSON BRAVO BLACK
EDGE PULL 1056-4055-P,
TYP. AT ALL DRAWERS
BLACK OUTLET AT
PLYWOOD, TYP.
1/2" DIAMETER
WOODEN DOWEL
EXTRUDED 2", TYP.
GL-02
GL-02
TYPICAL LOCKER
6' - 8 1/2"
4
A8.12
MW-03
MW-03
MW-03
MW-03
LEVEL 02
12' -11 1/2"
V3
3
A8.11
MW-03 MW-03
2 LAYERS
FB-01
MW-03
2 LAYERS
MW-03
BLACK OUTLET AT
PLYWOOD, TYP.
4"
1 1/2"
1' - 0 1/2"
5' - 10 1/2"
1 1/2"
1' - 4 1/2"
1 1/2"
1' - 4 1/2"
1 1/2"
ONE LAYER, TYP.
INSULATION
PER PLANS
FB-01
2 LAYERS
MW-03
MW-03
FLOOR FINISH
PER PLANS
2x4 WOOD
STUD
CONCRETE DECK
PER STRUCTURAL
MW-03
TWO LAYERS
MW-03
1 1/2"
5' - 10 1/2"
10"
4"
1' - 4"
1 1/2"
10 1/2"
1' - 6"
CLEATSPROVIDE BACKING AS
NECESSARY FOR
CLEATS
WALL FINISH
PER PLANS
MW-03
FLOOR FINISH
PER PLANS
SLAB ON GRADE
PER STRUCTURAL
2x4 WOOD STUD
MW-03
2 LAYERS
FB-01
4"
1' - 6"
1' - 4"
4"
1 1/2"
10 1/2"
A8.5
12
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
2' - 3 1/2"
4 1/2"
MW-02
CT-03
2"
LEVEL 01 (SEE
1/A3.0.1)
0' -0"
2"
3' - 5"
MW-02
CT-03
1"
LAUNDRY MACHINE
BY OWNER
LEVEL 02
12' -11 1/2"
U6
2"
2' - 3 1/2"
4 1/2"
2' - 10"
CT-01
MW-03
FAUCET PER
PLUMBING
LEVEL 02
12' -11 1/2"
U6
4 1/2"
2' - 3 1/2"
2"
1' - 8"
3/4"
2' - 4 1/2"
3/4"
2' - 10"
MW-03
CT-01
MW-03
1' - 2"
FAUCET PER
PLUMBING
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:03:13 PM
2308
MILLWORK
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.11
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1" = 1'-0"1LOWER HUB MILLWORK ELEVATION
1" = 1'-0"2UPPER HUB MILLWORK ELEVATION
1 1/2" = 1'-0"3UPPER HUB MILLWORK SECTION
3" = 1'-0"4PLYWOOD BENCH SECTION DETAIL
1" = 1'-0"8MILLWORK AT WORKSHOP 01
1" = 1'-0"6MILLWORK AT WORKSHOP 02
1" = 1'-0"7MILLWORK AT BREAK ROOM 01
1" = 1'-0"5MILLWORK AT BREAK ROOM 02
No.Description Date
1"
2' - 3 1/2"
1"
1' - 2 3/4"
1"
3 1/4"
1"
3 1/4"
1"
3 1/4"
1"
6 3/4"
1"
10 1/4"
1"
3 1/2"
2x4 WOOD STUD
STAINLESS STEEL
DRAWER SLIDE,
TYP.
1/4"
5/8"
1 1/2"
1 1/2"
3/4"
6' - 8 1/2"
1' - 1 7/8"
MW-01
CLEATS
5/8"
GL-02
MW-04
ONE LAYER, TYP.
IF-01
MW-03
ONE LAYER, TYP.
MW-04
ONE LAYER, TYP.
BERENSON BRAVO BLACK
EDGE PULL 1060-4055-P,
TYP. AT ALL DRAWERS
1/4"
1/4"
1/4"
GLASS CABINET
DOOR LOCK
MW-03
ONE LAYER, TYP.
1' - 0 3/8"
PROVIDE BACKING
AS NECESSARY FOR
CLEATS
CLEATS
IF-01
MW-04
ONE LAYER, TYP.
FLOOR FINISH
PER PLANS
1"
1' - 6"
1"
1' - 6"
1"
1' - 6"
1"
1' - 6"
1"
3 1/2"
STRAIGHT HASP, TYP
1/4"
1/4"
1/4"
5/8"
BERENSON BRAVO BLACK
EDGE PULL 1060-4055-P,
TYP. AT ALL LOCKERS
3/4"
5/8"
MW-01
2x4 WOOD STUD
MW-03
ONE LAYER, TYP.
MW-03
ONE LAYER, TYP.
MW-03
ONE LAYER, TYP.
MW-03
ONE LAYER, TYP.
CLEATS
1' - 6 3/4"
MW-03
ONE LAYER, TYP.
CLEATS
PROVIDE BACKING
AS NECESSARY FOR
CLEATS
1' - 1 7/8"
MW-03
ONE LAYER
IF-01
MW-04
ONE LAYER
2x4 WOOD STUD
STAINLESS STEEL
DRAWER SLIDE,
TYP.
1/2" DIAMETER
WOODEN DOWEL
EXTRUDED 2", TYP.
BERENSON BRAVO BLACK
EDGE PULL 1060-4055-P,
TYP. AT ALL DRAWERS
MW-03
ONE LAYER
3/4"
3' - 8 3/8"
1"
9 1/4"
1"
9 1/4"
1"
10 1/4"
1"
3 1/2"
6' - 9 1/4"
5/8"
5/8"
7/8"
MW-01
CLEATS
1' - 0"
1' - 3"
CLEATS
PROVIDE BACKING
AS NECESSARY FOR
CLEATS
BERENSON BRAVO BLACK
EDGE PULL 1060-4055-P,
TYP. AT ALL DRAWERS
MW-03
MW-03
ONE LAYER
1/2" DIAMETER
WOODEN DOWEL
EXTRUDED 2", TYP.
MW-04
ONE LAYER
MW-03
MW-03
MW-03
ONE LAYER
1' - 6"1"
3/4"
3/4"
1' - 0 3/8"
3/4"
1 1/2"
3/4"
17' - 9 5/8"
GLASS CABINET
DOOR LOCK
GL-02
CLEATS
2' - 5 1/2"1"6"3"3"3"3"3"3"1' - 9 7/8"3 1/4"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:03:18 PM
2308
MILLWORK
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.12
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
3" = 1'-0"2MILLWORK AT LOWER HUB SECTION 02
3" = 1'-0"3MILLWORK AT LOWER HUB SECTION 03
3" = 1'-0"1MILLWORK AT LOWER HUB SECTION 01
1 1/2" = 1'-0"4MILLWORK AT LOWER HUB PLAN
No.Description Date
HORIZONTAL ASSEMBLY
ROOF TYPE C3:
BUILDING B ROOF 01
LAYER 1: RF-01
LAYER 2: 1/4" DENSDECK
LAYER 3: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 4: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 5: PLYWOOD PER STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
LAYER 7: 5/8" TYPE X GWB WHERE OCCURS
NOTES:
1' - 10 3/4"
HORIZONTAL ASSEMBLY
ROOF TYPE C4:
BUILDING B ROOF 02
LAYER 1: RF-01
LAYER 2: 1/4" DENSDECK
LAYER 3: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 4: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 5: PLYWOOD PER STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
LAYER 7: 5/8" TYPE X GWB WHERE OCCURS
NOTES:
1' - 6 1/2"
2' - 0"
2' - 0"
LIGHT
FITTING PER
SCHEDULE
TO REPLACE
FULL
CEILING TILE HVAC
REGISTER PER
SCHEDULE
TO REPLACE
FULL CEILING
TILE
VELUX
DIFFUSER TO
REPLACE
CEILING TILE
HORIZONTAL ASSEMBLY
ROOF TYPE C2:
BUILDING A ROOF
LAYER 1: RF-01
LAYER 2: 1/4" DENSDECK
LAYER 3: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 4: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 5: PLYWOOD PER
STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
LAYER 7: IF-01 WHERE OCCURS
NOTES:
HORIZONTAL ASSEMBLY
CEILING TYPE B4:
PLYWOOD CEILING
LAYER 1: FRAMING PER
STRUCTURAL
LAYER 2: FURRING STRIPS
FASTENED WITH GRK FIN TRIM
SCREWS
LAYER 3: MW-01
NOTES:
HORIZONTAL ASSEMBLY
ROOF TYPE C1:
BUILDING A ROOF AT MPR
LAYER 1: RF-01
LAYER 2: 1/4" DENSDECK
LAYER 3: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 4: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 5: PLYWOOD PER STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
LAYER 7: PET CLIPS PER POLYSORB
MANUFACTURER INSTALLED @ 24"
OC
LAYER 7: FC-01
NOTES:
POLYSORB WHERE OCCURS
RUN CONDUIT
CLOSE TO TOP
OF CEILING
HORIZONTAL ASSEMBLY
CEILING TYPE B2:
EXTERIOR TILE SOFFIT
LAYER 1: FRAMING PER
STRUCTURAL
LAYER 2: WRB-01
LAYER 3: 1/2" CEMENT
BACKERBOARD
LAYER 4: WRB-02
LAYER 5: THIN SET MORTAR
LAYER 6: TI-01
NOTES:
6 3/4"
HORIZONTAL ASSEMBLY
CEILING TYPE B3:
ACT CEILING
LAYER 1: ACT-01
NOTES:
HORIZONTAL ASSEMBLY
ROOF TYPE C5:
BUILDING B ELEVATOR ROOF
LAYER 1: RF-01
LAYER 2: 1/4" DENSDECK
LAYER 3: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 4: 2.6" SARNATHERM
POLYISOCYANURATE INSULATION
LAYER 5: PLYWOOD PER STRUCTURAL
LAYER 6: FRAMING PER STRUCTURAL
NOTES:
HORIZONTAL ASSEMBLY
CEILING TYPE B1:
GWB CEILING
LAYER 1: FRAMING PER
STRUCTURAL
LAYER 2: 5/8" TYPE X GWB,
NOTES:
FINISH PER PLANS, IF-03 WHERE
OCCURS
6 1/8"
HORIZONTAL ASSEMBLY
FLOOR TYPE A1:
CONCRETE SLAB ON GRADE
LAYER 1: CONCRETE AND
UNDERLAYMENT PER
STRUCTURAL
NOTES: FINISH PER PLANSTHICKNESS PER STRUCTURAL
HORIZONTAL ASSEMBLY
FLOOR TYPE A2:
CONCRETE METAL DECK AT
LEVEL 02
LAYER 1: FINISH PER PLANS
LAYER 2: LIGHT WEIGHT
CONCRETE PER STRUCTURAL
LAYER 3: METAL DECK PER
STRUCTURAL
NOTES: FINISH PER PLANS
6 1/4"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:04 PM
2308
TYPICAL
ASSEMBLIES
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
3" = 1'-0"9ROOF TYPE C3
3" = 1'-0"10ROOF TYPE C4
1/2" = 1'-0"12ACT-01 PATTERN DETAIL
3" = 1'-0"8ROOF TYPE C2
3" = 1'-0"5CEILING TYPE B3
3" = 1'-0"7ROOF TYPE C1
3" = 1'-0"6SOFFIT TYPE B4
3" = 1'-0"4CEILING TYPE B2
3" = 1'-0"11ROOF TYPE C5
3" = 1'-0"3CEILING TYPE B1
No.Description Date
3" = 1'-0"1FLOOR TYPE A1
3" = 1'-0"2FLOOR TYPE A2
DOOR PER
SCHEDULE
INTERIOR EXTERIOR
ALIGN
CO-02CO-02
CAULKING
AND BACKER
ROD
INTERIOR
EXTERIOR
DOOR
PER SCHEDULE
CO-02
CO-02
CAULKING
AND BACKER
ROD
CAULKING
AND BACKER
ROD
DOOR PER
SCHEDULE
INTERIOR EXTERIOR
CAULKING AND
BACKER ROD
WRB-02
IF-01
HEADER PER
STRUCTURAL
CEMENTITIOUS BOND
COAT PER PLANS
TI-01
CEMENT BACKERBOARD PER
PLANS
PLYWOOD PER STRUCTURAL
WRB-01
FRY REGLET
DRML-625 DRYWALL
TRIM
FRY REGLET DRYWALL
T MOLDING
TDM-625-75
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIOR
DOOR
PER SCHEDULE
WRB-01
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
TI-01
CEMENTITIOUS BOND
COAT PER PLANS
PLYWOOD PER STRUCTURAL
CAULKING
WRB-02
FRY REGLET DRML-625 DRYWALL
TRIM
CEMENT BACKERBOARD PER PLANS
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
DOOR PER
SCHEDULE
INTERIOR EXTERIOR
CAULKING
AND BACKER
ROD
ALIGN
IF-01
HEADER PER
STRUCTURAL
FRY REGLET DRML-625 DRYWALL
TRIM
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
WRB-01
DENSGLASS SHEATHING
PER PLAN
WD-01
RAIL SYSTEM PER
PLANS
PLYWOOD PER
STRUCTURAL
2% SLOPE
16 GA. GALVANIZED STEEL L
ANGLE
WD-01
1 1/2"
INTERIOR
DOOR
PER SCHEDULE
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
CAULKING
FRY REGLET DRML-625 DRYWALL
TRIM
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
EXTERIOR
WRB-01
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL
DENSGLASS SHEATHING PER PLANS
16 GA.
GALVANIZED STEEL
L ANGLE
WD-01
1 1/2"
CRL PH20A SERIES TOP
DOOR PATCH FITTING
W/ INT303 INSERT
CRL STANDARD
4" HEADER
CRL STANDARD
CONCEALED
DOOR CLOSER
FASTENER (TYPE, QUANTITY
AND SPACING TBD BY
ENGINEERING)
ALIGN
IF-01 IF-01
FRY REGLET 'J' MOLD
SHEATHING PER
STRUCTURAL
CRL STANDARD 4"
HEADER
DOOR STOP
CRL 1NT307A
(@SINGLE DOOR)
CRL 1NT308A
(@DOUBLE DOORS)
FASTENER (TYPE,
QUANTITY, AND
SPACING TBD BY
ENGINEERING)
ALIGN
IF-01IF-01
FRY REGLET 'J' MOLD
SHEATHING PER
STRUCTURAL
PIVOT
CRL 1NT403 ADJUSTABLE FREE
SWINGING FLOOR PIVOT
CRL PH10C SERIES BOTTOM
DOOR PATCH FITTING W/
1NT301 INSERT
GL-02
IF-01
PLYWOOD PER
STRUCTURAL
3"
DIMENSION
VARIES PER
STYLE
DOOR HANDLE,
STYLE CAN VARYCRL WU3 SERIES
1" DEEP U-CHANNEL
WU3 SERIES
END CAP
CRL AMR209
KEEPER (OPTIONAL)
CRL AMR205 SERIES BOTTOM
DOOR LOCK PATCH WITH
CYLINDER/THUMBTURN
(CYLINDER OPTIONAL)
CRL 1NT403 ADJUSTABLE
FREE SWINGING
FLOOR PIVOT
CONCRETE TOPPING AND
DECK PER STRUCTURAL
FLOOR FINISH
PER PLANS
CRL PH10C SERIES BOTTOM
DOOR PATCH ITTING W/
1NT301 INSERT
FLOOR FINISH PER PLANS
DOOR PER SCHEDULE
INTERIOR EXTERIOR
GL-01
GL-01
WEATHERSTRIPPING
DOOR PER SCHEDULE
INTERIOR
EXTERIOR
ALIGN
ALIGN
DOOR PER SCHEDULE
HM FRAME
INSULATION PER PLANS
IF-01
INTERIOR
EXTERIOR
DRYWALL J MOLD
WRB-01
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL COMMERCIAL WINDOW RO
FLASHING SYSTEM PER SPEC
AND MANUFACTURER
DOOR PER SCHEDULE
HM FRAME
INSULATION PER PLANS
IF-01
IF-01
DRYWALL J MOLD
DRYWALL J MOLD
CAULKING
HOLLOW METAL DOOR
PER SCHEDULE
INTERIOR EXTERIOR
FLOOR FINISH
PER PLANS
CONCRETE SLAB
PER STRUCTURAL
THRESHOLD #1675A,
ZERO INTERNATIONAL
EXTERIOR FLOOR FINISH
PER LANDSCAPE
DOOR BOTTOM PER
HARDWARE SCHEDULE
FINISH PER PLAN
DOOR PER SCHEDULE
1/4"
MAX.
1/4"
INTERIOR EXTERIOR
STOREFRONT DOOR
PER SCHEDULE
FLOOR FINISH
PER PLANS
CONCRETE SLAB PER
STRUCTURAL
THRESHOLD #102A, ZERO
INTERNATIONAL
MAX.
1/2"
EXTERIOR FLOOR FINISH
PER LANDSCAPE
DOOR BOTTOM PER
HARDWARE SCHEDULE
DOOR PER SCHEDULE
ALUMINUM KNOCKDOWN
FRAME WITH FLUSH CASING
INSULATION PER PLANS
IF-01
DRYWALL J MOLD
FINISH PER PLAN
DOOR PER SCHEDULE
MIN.
1/4"
FLOOR FINISH PER PLANS
LIGHTWEIGHT CONCRETE
PER STRUCTURAL
STRUCTURAL SILICONE
W/ BACKER ROD
ALUMINUM GLAZING CHANNEL
NEOPRENE
SETTING BLOCK
ROOM INTERIORROOM EXTERIOR
FLOOR FINISH
PER PLANS
CRL 1NT403 ADJUSTABLE
FREE SWINGING
FLOOR PIVOT
CONCRETE SLAB PER
STRUCTURAL
FLOOR FINISH
PER PLANS
CRL PH10C SERIES BOTTOM
DOOR PATCH ITTING W/
1NT301 INSERT
FLOOR FINISH PER PLANS
STOREFRONT PER
SCHEDULE
CRL STANDARD
2" HEADER
ALIGN
HEADER PER
STRUCTURAL
INSULATION PER
PLANS
MW-01
ACT PER PLANS
CLEATS
1/2"
2"
EQ EQ
IF-01
IF-01
STOREFRONT PER
SCHEDULE
INSULATION PER
PLANS
PLYWOOD PER
STRUCTURAL
ALUMINUM GLAZING
CHANNELALIGN
SHIM FLUSH
EQ EQ ROOM INTERIORROOM EXTERIOR
FRAMING PER STRUCTURAL
EQ EQ
INSULATION
PER PLANS
ALIGN
STOREFRONT PER
SCHEDULE ALUMINUM GLAZING
CHANNEL
SHIM FLUSH
FRAMING PER
STRUCTURAL
IF-01
EQ EQ
IF-01 FRAMING PER
STRUCTURAL
STOREFRONT PER
SCHEDULE
INSULATION PER
PLANS
ALUMINUM GLAZING
CHANNEL
SHIM FLUSH
CEILING FINISH
PER PLANS
FRAMING PER
STRUCTURAL
FLOOR FINISH PER PLANS
SLAB ON GRADE PER STRUCTURAL
STRUCTURAL SILICONE
W/ BACKER ROD
ALUMINUM GLAZING CHANNEL
NEOPRENE
SETTING BLOCK
ROOM INTERIORROOM EXTERIOR
FLOOR FINISH
PER PLANS
1" DEEP 'U' CHANNEL
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
IF-01
STOREFRONT
PER SCHEDULE
CAULKING
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:13 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
3" = 1'-0"2STOREFRONT DOOR HEADER AT CONC.
3" = 1'-0"3STOREFRONT DOOR JAMB AT CONCRETE
3" = 1'-0"7STOREFRONT PIVOT DOOR HEADER AT TILE
3" = 1'-0"8STOREFRONT DOOR JAMB AT TILE
3" = 1'-0"12STOREFRONT DOOR HEADER AT KEBONY
3" = 1'-0"13STOREFRONT DOOR JAMB AT KEBONY
3" = 1'-0"17
CRL GLASS DOOR HEAD
AT RECESSED CLOSER
3" = 1'-0"22CRL GLASS DOOR HEAD AT DOOR STOP
3" = 1'-0"29
CRL GLASS DOOR JAMB
AT SIDELIGHT AT HINGE
3" = 1'-0"30CRL GLASS DOOR JAMB AT DOOR HANDLE
3" = 1'-0"28CRL GLASS DOOR JAMB AT SIDELIGHT
3" = 1'-0"16GLASS DOOR AT SILL PIVOT ON LEVEL 02
3" = 1'-0"11STOREFRONT DOOR HEADER AT GLAZING
3" = 1'-0"4METAL DOOR HEADER/JAMB AT CONCRETE
3" = 1'-0"14
METAL DOOR JAMB AT
KEBONY EXT. WALL 3" = 1'-0"9METAL DOOR HEADER/JAMB AT INT. WALL
3" = 1'-0"10METAL DOOR SILL EXTERIOR
3" = 1'-0"15METAL DOOR SILL INTERIOR
3" = 1'-0"1TYP. STOREFRONT DOOR SILL
3" = 1'-0"5SOLID WOOD VENEER DOOR JAMB/HEADER
3" = 1'-0"20SOLID WOOD VENEER DOOR SILL
3" = 1'-0"26INT. GLAZING BASE DETAIL AT LEVEL 02
3" = 1'-0"21GLASS DOOR AT SILL PIVOT ON LEVEL 01
3" = 1'-0"24INT. CURTAIN WALL HEADER AT PLYWOOD
3" = 1'-0"27INTERIOR CURTAIN WALL HEADER DETAIL
3" = 1'-0"18INT.CURTAIN WALL DETAIL AT DRYWALL
3" = 1'-0"19INT. GLAZING HEAD DETAIL AT DRYWALL
3" = 1'-0"23INT. GLAZING BASE DETAIL AT LEVEL 01
25
3" = 1'-0"6CASEMENT JAMB AT FIXED WINDOW
No.Description Date
3" = 1'-0"25INT.CURTAIN WALL JAMB AT GWB
WINDOW PER
SCHEDULE
INTERIOR EXTERIOR
IF-01
HEADER PER
STRUCTURAL
FRY REGLET DRML-625
DRYWALL TRIM
SHADE PER
SCHEDULE
WRB-01
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
16 GA. GALVANIZED
STEEL L ANGLE
2% SLOPE
WD-01
1 1/2"
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR EXTERIOR
WRB-01IF-01
HEADER PER
STRUCTURAL
CEMENT
BACKERBOARD PER
PLAN
TI-01
CEMENTITIOUS
BOND COAT PER
PLANS
FRY REGLET
DRYWALL TRIM
WRB-02
METAL TRIM
TI-01
PLYWOOD PER
STRUCTURAL
STOREFRONT PER
SCHEDULE
SHADES PER
SCHEDULE
FRY REGLET DRYWALL
T MOLDING
TDM-625-75MINERAL WOOL
AND UL LISTED
SEALANT PER
STOREFRONT
MANUFACTURER
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIOR
WRB-01
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL
DENSGLASS SHEATHING PER PLAN
FRY REGLET DRML-625 DRYWALL
TRIM
STOREFRONT
PER SCHEDULE
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
1 1/2"
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIOR
STOREFRONT
PER SCHEDULE
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
FRY REGLET DRML-625 DRYWALL TRIM
WRB-02
TI-01
CEMENTITIOUS BOND
COATPER PLANS
PLYWOOD PER
STRUCTURAL
CEMENT
BACKERBOARD PER
PLAN
WRB-01
MINERAL WOOL
AND UL LISTED
SEALANT PER
STOREFRONT
MANUFACTURER
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
DOOR
PER SCHEDULE
INTERIOREXTERIOR
WEATHERSTRIPPING
GL-01
FLOOR FINISH
PER PLANS
SLAB ON GRADE
AND FOOTING
PER STRUCTURAL
PLANTING/HARDS
CAPE PER
LANDSCAPE
STOREFRONT PER
SCHEDULE
CAULKING AND
BACKER ROD
CO-02
INTERIOR EXTERIOR
MIN.
6"
1/2"
2%
CURB WIDTH PER SLAB PLAN
STOREFRONT
PER SCHEDULE
CAULKING AND
BACKER ROD
WRB-01
HEADER PER
STRUCTURAL
TILE FINISH PER
PLANS
CEMENT BACKERBOARD
PER PLANS
WRB-02
IF-01
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIORCO-02
STOREFRONT
PER SCHEDULE
CO-02
CAULKING AND
BACKER ROD
WINDOW PER
SCHEDULE
INTERIOR
IF-01
HEADER PER
STRUCTURAL
FRY REGLET DRML-625
DRYWALL TRIM
SHADE PER
SCHEDULE
EXTERIOR
WRB-01
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
WD-01
2% SLOPE
16 GA. GALVANIZED
STEEL L ANGLE
1 1/2"
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR EXTERIOR
WRB-02IF-01
HEADER PER
STRUCTURAL
CEMENT
BACKERBOARD PER
PLAN
TI-01
CEMENTITIOUS BOND
COAT PER PLANS
FRY REGLET
DRML-625 DRYWALL
TRIM
WRB-01
TI-01
PLYWOOD PER
STRUCTURAL
WINDOW PER
SCHEDULE
SHADE PER
SCHEDULE
FRY REGLET DRYWALL
T MOLDING
TDM-625-75MINERAL WOOL AND
UL LISTED SEALANT
PER WINDOW
MANUFACTURER COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIOR
WINDOW
PER SCHEDULE
WRB-01
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL
DENSGLASS SHEATHING PER PLAN
FRY REGLET DRML-625 DRYWALL
TRIM
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
SUPERBLOCKING
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
1 1/2"
INTERIOR
EXTERIOR
WINDOW
PER SCHEDULE
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
FRY REGLET DRML-625 DRYWALL TRIM
WRB-02
TI-01
CEMENTITIOUS BOND
COAT PER PLANS
PLYWOOD PER STRUCTURAL
CEMENT BACKERBOARD
PER PLAN
WRB-01
MINERAL WOOL
AND UL LISTED
SEALANT PER
WINDOW
MANUFACTURER
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
WINDOW PER
SCHEDULE
INTERIOR EXTERIOR
WRB-01
IF-01
BLOCKING PER
STRUCTURAL
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
2% SLOPE
1 1/2"
SUPERBLOCKING
VAPROSHIM
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR EXTERIOR
WRB-02
IF-01
HEADER PER
STRUCTURAL CEMENT
BACKERBOARD PER
PLAN
TI-01
CEMENTITIOUS BOND
COAT PER PLANS
FRY REGLET
DRML-625 DRYWALL
TRIM
WRB-01
PLYWOOD PER
STRUCTURAL
WINDOW PER
SCHEDULE
2% SLOPEMINERAL WOOL AND
UL LISTED SEALANT
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
WINDOW PER
SCHEDULE
INTERIOR
IF-01
HEADER PER
STRUCTURAL
FRY REGLET
DRML-625 DRYWALL
TRIM
SHADE PER
SCHEDULE
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
EXTERIOR
WRB-01
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
2% SLOPE
1 1/2"
INTERIOR
EXTERIOR
WINDOW
PER SCHEDULE
WRB-01
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL
DENSGLASS SHEATHING PER PLAN
FRY REGLET DRML-625 DRYWALL TRIM
16 GA. GALVANIZED STEEL L
ANGLE
WD-01
SUPERBLOCKING
1 1/2"
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
WINDOW PER
SCHEDULE
INTERIOR EXTERIOR
IF-01
HEADER PER
STRUCTURAL
2% SLOPE
SUPERBLOCKING
WRB-01
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
COMMERCIAL WINDOW
RO FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
WINDOW PER
SCHEDULE
INTERIOR
IF-01
HEADER PER
STRUCTURAL
FRY REGLET DRML-625
DRYWALL TRIM
SHADE PER
SCHEDULE
EXTERIOR
WRB-01
PLYWOOD PER
STRUCTURAL
WD-01
RAIL SYSTEM PER
PLANS
DENSGLASS
SHEATHING PER
PLAN
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
2% SLOPE
1 1/2"
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
INTERIOR
EXTERIOR
WINDOW
PER SCHEDULE
WRB-01
IF-01
INSULATION PER PLANS
FRAMING PER STRUCTURAL
WD-01
RAIL SYSTEM PER PLANS
PLYWOOD PER STRUCTURAL
DENSGLASS SHEATHING PER PLAN
FRY REGLET DRML-625 DRYWALL TRIM
WD-01
16 GA. GALVANIZED
STEEL L ANGLE
SUPERBLOCKING
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
1 1/2"
WINDOW PER
SCHEDULE
INTERIOR EXTERIOR
CO-02 CO-02
CAULKING AND
BACKER ROD
WINDOW PER
SCHEDULE
INTERIOR EXTERIOR
2% SLOPE
CO-02 CO-02
CAULKING AND
BACKER ROD 1/2"
INTERIOR
EXTERIOR
WINDOW
PER SCHEDULE
CO-02
CO-02
CAULKING AND
BACKER ROD
DOOR PER
SCHEDULE
INTERIOR EXTERIOR
CAULKING AND
BACKER ROD
WRB-02
IF-01
HEADER PER
STRUCTURAL
CEMENTITIOUS BOND
COAT PER PLANS
TI-01
CEMENT BACKERBOARD PER
PLANS
PLYWOOD PER STRUCTURAL
WRB-01
FRY REGLET
DRML-625 DRYWALL
TRIM
FRY REGLET DRYWALL
T MOLDING
TDM-625-75
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
MAX.
1/4"
INTERIOR EXTERIOR
STOREFRONT DOOR
PER SCHEDULEFLOOR FINISH
PER PLANS
CONCRETE SLAB PER
STRUCTURAL
THRESHOLD #102A, ZERO
INTERNATIONAL
MAX.
1/2"
EXTERIOR FLOOR FINISH
PER LANDSCAPE
5/16"
FLOOR FINISH
PER PLANS
SLAB ON GRADE
AND FOOTING
PER STRUCTURAL
PLANTING/HARDS
CAPE PER
LANDSCAPE
6" MIN.
STOREFRONT PER
SCHEDULE
MINERAL WOOL AND
UL LISTED SEALANT
CO-02
CURB WIDTH PER SLAB PLAN
INTERIOR EXTERIOR
2%
1/2"
DOOR PER
SCHEDULE
EXTERIORINTERIOR
STOREFRONT
PER SCHEDULE
DOOR HARDWARE PER
DOOR MANUFACTURER
GL-01
SILICON SEALANT
EXTERIOR
INTERIOR
DOOR PER SCHEDULE STOREFRONT PER SCHEDULE
GL-01
DOOR HARDWARE PER
DOOR MANUFACTURER
SILICON SEALANT
DOOR PER
SCHEDULE
FLOOR FINISH PER
PLANS
SLAB ON GRADE PER
STRUCTURAL
1/2" MAX.
THRESHOLD #1675A
ZERO INTERNATIONAL
FACE OF FRAMING
ABOVE/BELOW
FACE OF DRYWALL
ABOVE/BELOW
WINDOW PER
SCHEDULE
IF-01
1/2" PLYWOOD
IF-01
RESILIENT CHANNEL
PER PLANS
MT-01
WRB-01
5/8"
COMMERCIAL
WINDOW RO
FLASHING SYSTEM
PER SPEC AND
MANUFACTURER
FRY REGLET H8 DRIP
CAP
WRB-01
DENSGLASS SHEATHING
PER PLAN
WD-01
RAIL SYSTEM PER
PLANS
PLYWOOD PER
STRUCTURAL
IF-01
INSULATION PER
PLANS
DOOR PER
SCHEDULE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:24 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
3" = 1'-0"4TYP. STOREFRONT HEADER AT KEBONY
3" = 1'-0"9TYP. STOREFRONT HEADER AT TILE
3" = 1'-0"5TYP. STOREFRONT JAMB AT KEBONY
3" = 1'-0"10TYP. STOREFRONT JAMB AT TILE
3" = 1'-0"20STOREFRONT DOOR JAMB AT SIDELIGHT
3" = 1'-0"3CURTAIN WALL SILL AT CURB
3" = 1'-0"14STOREFRONT 1061 HEADER DETAIL
3" = 1'-0"15TYP. STOREFRONT JAMB AT CONCRETE
3" = 1'-0"12FIXED WINDOW HEADER AT KEBONY
3" = 1'-0"17FIXED WINDOW HEADER AT TILE
3" = 1'-0"28FIXED WINDOW JAMB AT KEBONY
3" = 1'-0"23FIXED WINDOW JAMB AT TILE
3" = 1'-0"11FIXED WINDOW SILL AT KEBONY
3" = 1'-0"16FIXED WINDOW SILL AT TILE
3" = 1'-0"27TYP. CASEMENT WINDOW HEADER AT KEBONY
3" = 1'-0"24TYP. CASEMENT WINDOW JAMB AT KEBONY
3" = 1'-0"26TYP. CASEMENT WINDOW SILL AT KEBONY
3" = 1'-0"18TYP. AWNING WINDOW HEADER
3" = 1'-0"19TYP. AWNING WINDOW JAMB
3" = 1'-0"22FIXED WINDOW HEADER AT CONCRETE
3" = 1'-0"21FIXED WINDOW SILL AT CONCRETE
3" = 1'-0"29FIXED WINDOW JAMB AT CONCRETE
No.Description Date
3" = 1'-0"8STOREFRONT DOOR HEADER AT TILE
3" = 1'-0"1STOREFRONT DOOR 101A SILL
3" = 1'-0"2CURTAIN WALL S1011 SILL AT CURB
3" = 1'-0"7STOREFRONT DOOR 101A AT GLASS HEADER
3" = 1'-0"6STOREFRONT DOOR 101A JAMB AT SIDELIGHT
3" = 1'-0"13OVERHEAD DOOR 107B SILL DETAIL
3" = 1'-0"30WINDOW JAMB B/W WINDOW CLUSTER 212-213
3" = 1'-0"25
METAL DOOR HEADER AT
KEBONY EXT. WALL
FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
FLOOR FINISH PER PLANS
IF-01
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
BF-01
ACOUSTICAL SEALANT
IF-01
INSULATION PER
PLANS
FLOOR FINISH PER
PLANS
BF-01
FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
FLOOR FINISH PER PLANS
IF-01
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
BF-02
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
CONCRETE SLAB
PER STRUCTURAL
CEMENT BACKERBOARD PER
PLANS
FLOOR FINISH
PER PLANS
THIN SET MORTAR
COVE BASE TO MATCH
TILE FINISH
TILE PER PLANS
BF-03
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
CEMENT BACKERBOARD PER PLANS
TILE PER PLANS
TILE PER PLANS
COVE BASE TO MATCH
TILE FINISH
BF-03
THINSET MORTAR
CEMENT BACKERBOARD PER PLANS
SCHLUTER JOLLY 1" PROFILE, CLR.
ANODIZED
WHITE SILICONE
FINISH PER PLANS
CEMENTITIOUS BOND
COAT
INSULATION PER
PLANS
TILE PER PLANS
FRY REGLET DRYWALL
J MOLDING
JDM-625
IF-01
CEMENT BACKERBOARD PER PLANS
TILE PER PLANS
THINSET MORTAR
CONCRETE
WALL PER
STRUCTURAL
CONCRETE SLAB
PER STRUCTURAL
FLOOR FINISH
PER PLANS
GROUT
COVE BASE TO MATCH
TILE FINISH
BF-03
FLOOR FINISH PER PLANS
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
IF-01
CONCRETE SLAB PER
STRUCTURAL
GROUT
FRY REGLET DRYWALL
J MOLDING
JDM-625
CEMENT BACKERBOARD
PER PLANS
COVE BASE TO MATCH
TILE FINISH
BF-03
FRAMING PER
STRUCTURAL FLOOR FINISH PER PLANS
MW-01
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
BF-04
ACOUSTICAL SEALANT
CURB PER PLANS
EXTERIOR
PLANTING/HARDSCAPE
PER LANDSCAPE
INTERIOR
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
FRY REGLET H8 DRIP
CAP
PLYWOOD PER STRUCTURAL
TILE FINISH PER PLANS
WRB-01
1' - 0"
WRB-02
CEMENT BACKERBOARD
PER PLANS
MIN.
2"
INSULATION
PER PLANS
SHEATHING PER
STRUCTURAL
RF-01
FC-01
IF-01
RF-01
MT-01
2% SLOPE
TILE FINISH
PER PLANS
PLYWOOD PER
STRUCTURAL
WRB-01
HOT-AIR WELD
FRAMING PER
STRUCTURAL
MT-01
DENSDECK
PER PLANS
1/2" PLYWOOD
CEMENTITIOUS
BOND COAT
CEMENT
BACKERBOARD
PER PLANS
WRB-02
PET CLIP PER
POLYSORB
MANUFACTURER
FRY REGLET DRYWALL
T MOLDING
TDM-625-75
PLYWOOD PER
STRUCTURAL
PLYWOOD PER
STRUCTURAL
TILE FINISH PER PLANS
WRB-01
WRB-01
TILE FINISH PER PLANS
FRAMING PER
STRUCTURAL
INSULATION
PER PLANS
CEMENTITIOUS BOND COAT
CEMENT BACKERBOARD PER PLANS
WRB-02
WRB-02
INSULATION PER
PLANS
WRB-01
TILE FINISH PER
PLANS
PLYWOOD PER
STRUCTURAL
FRAMING PER
STRUCTURAL
TI-02
CEMENTITIOUS
BOND COAT
FRAMING PER
STRUCTURAL
CEMENT BACKERBOARD
PER PLANS
WRB-02
PLYWOOD PER
STRUCTURAL
HEADER PER
STRUCTURAL
FRY REGLET
DS-75-75 DRIP
SCREED
WRB-01 WRB-01
WD-01
INSULATION PER
PLANS
MINI RAIL SYSTEM PER
WALL ASSEMBLY
TILE FINISH PER
PLANS
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
VAPROSHIM PER PLANS
WRB-02
CEMENT BACKERBOARD
PER PLANS
WD-01
RF-01
INSULATION
PER PLANS
SHEATHING PER
STRCUTURAL
HOT-AIR WELD
2% SLOPE
WRB-01
PLYWOOD PER
STRCUTURAL
INSULATION PER
PLANS
MINI RAIL SYSTEM
PER WALL
ASSEMBLY
MT-01
1/2" PLYWOOD
VAPROSHIM PER
PLANS DENSDECK
RF-01
CURB PER PLANS
EXTERIOR
PLANTING/HARDSCAPE
PER LANDSCAPE
INTERIOR
FRY REGLET H8 DRIP
CAP
PLYWOOD PER
STRUCTURAL
WRB-01
WD-01
MINI RAIL SYSTEM PER
WALL ASSEMBLY
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
VAPROSHIM PER
PLANS
4"
1' - 0"
PRE-FORMED RAINSCREEN VENT
COR-A-VENT, ROCK WOOL OR
SIM
RF-01
HOIST BEAM PER
STRUCTURAL
SHEATHING PER
STRUCTURAL
INSULATION PER
PLANS
IF-01
FRAMING PER
STRUCTURAL
HOT-AIR WELD
2" MIN.
PLYWOOD PER
STRUCTURAL
INSULATION PER
PLANS
WRB-01
WD-01
VAPROSHIM PER
PLANS
MINI RAIL SYSTEM
PER WALL ASSEMBLY
SARNACLAD
FLASHING STRIP
CONTINUOUS
METAL HOOK
STRIP
SARNACLAD METAL
FASTENED AT 4" OC
STAGGERED AND
FASTENED PER
MANUFACTURER
RF-01
ROOF ASSEMBLY
PER PLANS
RF-01
FRAMING PER
STRUCTURAL
SHEATHING PER
STRUCTURAL
INSULATION
PER PLANS
HOIST BEAM PER
STRUCTURAL
SHEATHING
PER
STRUCTURAL
INSULATION
PER PLANS
IF-01
HOT-AIR WELD
MIN.
2"
1/2" PLYWOOD
HOT-AIR WELD
SARNACLAD
FLASHING STRIP
CONTINUOUS
METAL HOOK
STRIP
SARNACLAD METAL
FASTENED AT 4" OC
STAGGERED AND
FASTENED PER
MANUFACTURER
RF-01
INSULATION PER
PLANS
SHEATHING PER
STRUCTURAL
HOT-AIR WELD
MINI RAIL SYSTEM
PER WALL
ASSEMBLY
PLYWOOD PER
STRUCTURAL
WRB-01
WD-01
VAPROSHIM PER
PLANS
CONTINUOUS
METAL HOOK
STRIP
MT-01
MT-01
RF-01
2% SLOPE
INSULATION
PER PLANS
SHEATHING PER
STRUCTURAL
RF-01
RF-01
MT-01
2% SLOPE
TILE FINISH PER
PLANS
PLYWOOD PER
STRUCTURAL
WRB-01
HOT-AIR WELD
FRAMING PER
STRUCTURAL
DENSDECK
PER PLANS
1/2" PLYWOOD
CEMENTITIOUS
BOND COAT
CEMENT
BACKERBOARD
PER PLANS
WRB-02
CONTINUOUS
METAL HOOK
STRIP
MT-01
ACOUSTICAL SEALANT
MW-01
INSULATION PER
PLANS
FLOOR FINISH PER
PLANS
BF-04
FLOOR FINISH PER PLANS
CONCRETE
CURB PER PLANS
IF-01
CONCRETE SLAB
PER STRUCTURAL
6"
FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
FLOOR FINISH PER PLANS
PL-01
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:33 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
3" = 1'-0"10WALL BASE AT VINYL TILE
3" = 1'-0"4WALL BASE AT CONCRETE W/ DRYWALL
3" = 1'-0"11WALL BASE AT CARPET
3" = 1'-0"5WALL BASE AT TILE ON CONC. FLOOR
3" = 1'-0"6WALL BASE AT TILE IN STAFF RESTROOM
3" = 1'-0"8WALL TO CEILING AT AT TILE
3" = 1'-0"7GWB TO TILE TRANSITION
3" = 1'-0"9WALL BASE AT CONC. WALL IN RESTROOM
3" = 1'-0"13WALL BASE AT TILE BASE ON DRYWALL
3" = 1'-0"12WALL BASE AT PLYWOOD WALL ON VINYL
3" = 1'-0"18TILE SILL AT EXTERIOR
3" = 1'-0"22TYP. PARAPET TILE WALL AT BLDG A
3" = 1'-0"20TILE NICHE DETAIL
3" = 1'-0"16TILE INSIDE CORNER DETAIL
3" = 1'-0"17CORNER DETAIL AT WOOD AND TILE EDGE
3" = 1'-0"21TYP. PARAPET KEBONY WALL AT BLDG. A
3" = 1'-0"19KEBONY SILL TO EXTERIOR
3" = 1'-0"23PARAPET AT ELEVATOR
3" = 1'-0"26INT. PARAPET AT ELEVATOR
3" = 1'-0"1AWNING SILL AT FIXED WINDOW
3" = 1'-0"2DOUBLE CASEMENT WINDOW JAMB
3" = 1'-0"25TYP. PARAPET KEBONY WALL AT BLDG B
3" = 1'-0"24TYP. PARAPET TILE WALL AT BLDG B
3" = 1'-0"14WALL BASE AT PLYWOOD
3" = 1'-0"3WALL BASE AT CONCRETE
No.Description Date
3" = 1'-0"15PLYWOOD BASE AT VINYL TILE
STRINGER PER
STRUCTURAL
MW-01
INSULATION PER
PLANS
FF-01
1/2" PLYWOOD
CAULKING
INSULATION PER
PLANS
CEILING FINISH
PER PLANS
MW-01
CLEATS
CEILING FRAMING
PER STRUCTURAL
1/2"
IF-01
CO-02
FRAMING PER
STRUCTURAL
TILE FINISH PER
PLANS
WRB-01
CO-02
CEILING FRAMING
PER STRUCTURAL
WRB-02
CEMENTITIOUS
BOND COAT
CEMENT
BACKERBOARD PER
PLANS
MW-01
CEILING FINISH
PER PLANS
FRAMING PER
STRUCTURAL
INSULATION
PER PLANS
FURRING STRIPS
CLEATS
MW-01GRK FIN TRIM
HEAD SCREWS
INSULATION PER
PLANS
CONCRETE DECK PER
STRUCTURAL
FLOOR FINISH PER
PLANS
IF-01
FRAMING PER
STRUCTURAL
PROVIDE RIGID FOAM
FILLER AT OPEN VOIDS
BETWEEN FRAME WALL
AND METAL DECK
WD-01
WRB-01
INSULATION PER
PLANS
VAPROSHIM PER PLANS
TILE PER PLANS
MINI RAIL SYSTEM PER
WALL ASSEMBLY
WRB-01
CEMENTITIOUS
BOND COAT
CEMENT
BACKERBOARD PER
PLANS
WRB-02
1/2"
CEILING FINISH
PER PLANS
WRB-02
WRB-01
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
PLYWOOD PER
STRUCTURAL
TILE FINISH PER PLANS
CEMENTITIOUS BOND
COAT
CEMENT BACKERBOARD
PER PLANS
WRB-01
WRB-02
FRY REGLET DRYWALL
T MOLDING
TDM-625-75
PLYWOOD PER STRUCTURAL
FF-01
STRINGER PER
STRUCTURAL
STAIR NOSING: JOHNSONITE, RCN-
XX-A, FINISH CHARCOAL 20, TYP.
FOR CONTRASTING STRIPE USE
JOHNSONITE: VIRCN-XX-B2. FINISH
CHARCOAL 20.
STRINGER PER
STRUCTURAL
IF-01
INSULATION
PER PLANS
CAULKING
FF-01
1/2" PLYWOOD
1 1/2 " HOT ROLLED STEEL
PIPE; FINISH PT-03
5/8" STEEL ROD AT 4'-0"
O.C. ORIENTED
PERPENDICULAR TO
HANDRAIL
1 1/2"
3"
3'-0' TO FINISH FLOOR
STEEL PLATE
1 1/2 " HOT ROLLED STEEL
PIPE; FINISH PT-03
5/8" STEEL ROD AT 4'-0"
O.C. ORIENTED
PERPENDICULAR TO
HANDRAIL
LAG SCREWS TO
BLOCKING
BLOCKING
1 1/2"
3"
3'-0' TO FINISH FLOOR
IF-01
FRAMING PER
STRUCTURAL
RF-01
FC-01
INSULATION PER
PLANS
SHEATHING PER
STRUCTURAL
BEAM PER
STRUCTURAL
ROOF ASSEMBLY
PER PLANS
FRAMING PER
STRUCTURAL
DENSDECK PER
PLANS
PET CLIP PER
POLYSORB
MANUFACTURER
CEILING FINISH PER
PLANS
BLOCKING TO FUR
OUT CEILING
FRAMING PER
STRUCTURAL
IF-01
INSULATION
PER PLANS
HSS3x3x1/8"
WM-01WM-01
WELDED TO
STEEL ANGLE
WELDED TO
STEEL ANGLE
PT-02
CAULKING
DRYWALL J MOLD
INSULATION
PER PLANS
FRAMING PER
STRUCTURAL
IF-01
CAULKING
DRYWALL J MOLD
3/4" MDF PAINTED TO
MATCH PT-04
1 1/2 " HOT ROLLED STEEL
PIPE
5/8" STEEL ROD AT 4'-0"
O.C. ORIENTED
PERPENDICULAR TO
HANDRAIL
LAG SCREWS TO
BLOCKING
BLOCKING
1 1/2"
3"
3'-0' TO FINISH FLOOR
IF-01
PT-02
PT-02
WALL FINISH
PER PLANS
ACT PER PLANS
6"
PLYWOOD PER
STRUCTURAL
FRY REGLET DS-75-75
DRIP SCREED
WRB-01
WD-01
INSULATION
PER PLANS
MINI RAIL
SYSTEM PER
WALL ASSEMBLY
TI-01
IF-01
WRB-01
PLYWOOD PER
STRUCTURAL
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
INSULATION PER
PLANS
FRAMING PER
STRUCTURAL
WRB-02
CEMENT BACKERBOARD
PER PLANS
TI-01
WRB-01
WRB-02
WD-01
CEMENT
BACKERBOARD PER
PLANS1/2"
TI-01
WRB-01
WRB-02
WD-01
1/2"
4"
4"
REVEAL FLASHING
SA PER
WATERPROOFING
MANUFACTURER
4"
4"REVEAL FLASHING
SA PER
WATERPROOFING
MANUFACTURER
PLYWOOD PER
STRUCTURAL
INSULATION PER
PLANS
MINI RAIL SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER
PLANS
WD-01
WRB-01
IF-01
CO-02
REVEAL FLASHING SA
PER WATERPROOFING
MANUFACTURER
BACKER ROD AND
SILCONE CAULKING
METAL L ANGLE,
FINISH PT-
CO-02
TI-01
WRB-01
INSULATION
PER PLANS
PLYWOOD PER
STRUCTURAL
WRB-02
CEMENT BACKERBOARD
PER PLANS
JPM-75-300,
FRY REGLET 'J'
MOLD
BACKER ROD
AND SILICONE
CAULKING
TI-01
WRB-01
WRB-02
CEMENT BACKERBOARD
PER PLANS
JPM-75-300,
FRY REGLET 'J'
MOLD
BACKER ROD
AND SILICONE
CAULKING
PLYWOOD PER
STRUCTURAL
WD-01
WRB-01
PLYWOOD PER
STRCUTURAL INSULATION
PER PLANS
MINI RAIL
SYSTEM PER
WALL ASSEMBLY
FRAMING PER
STRUCTURAL
IF-01
WD-01
WRB-01
MINI RAIL
SYSTEM PER
WALL ASSEMBLY
PLYWOOD PER
STRCUTURAL
2X KEBONY BOARD,
LAPPED AT CORNER - 2X6
MIN. W/ RISER SUPPORTS
(2) PRO PLUG SYSTEM
SCREW AND PLUG FOR
KEBONY PER BOARD AS
REQUIRED AT CORNER
BOARDS - SET OVER
RISER SUPPORTS
FASTENERS ON RISER
SUPPORTS
FASTENERS ON RISER
SUPPORTS 1" MIN. FROM
EDGE WHEN POSSIBLE
1/8" GAP
WRAP CORNER AND TAPE
SEAMS OF
WATERPROOFING
PLYWOOD PER
STRUCTURAL
PLYWOOD PER
STRUCTURAL
WRB-01
WRB-01
TILE FINISH PER
PLANS
FRAMING PER
STRUCTURAL
INSULATION PER
PLANS
FRAMING PER
STRUCTURAL
IF-01
TI-01
TI-01
WRB-02
WRB-02
ROUNDED EDGE
GROUT AT CORNERS
CEMENT
BACKERBOAD PER
PLANS
BEAM PER
STRUCTURAL
1"
4"
1"
MIN.
7"
FINISH FLOOR
PER PLANS
FINISH FLOOR
PER PLANS
DOOR PER
SCHEDULE
CEILING FINISH
PER PLANS
CEILING FINISH
PER PLANS
INSULATION PER
PLANS
WRB-01
TILE FINISH PER
PLANS
WRB-02
EXTERIOR DECK
1% SLOPE
CEMENTITIOUS
BOND COAT
CEMENT BACKERBOARD
PER PLANS
FRAMING PER
STRUCTURAL
PLYWOOD PER
STRUCTURAL
DK-01
TRAFFIC TOPPING
DEX-O-TEX
WATERPROOFING
MEMBRANE
24 GA METAL
FLASHING
SANITARY COVE BASE PER
TILE MANUFACTURER
TI-01
WRB-02
CEMENTITIOUS BOND
COAT PER PLANS
CEMENT BACKERBOARD PER
PLANS
WRB-01
PLYWOOD PER
STRUCTURAL
CURB PER PLANS
INSULATION PER
PLANS
CONCRETE METAL
DECK PER
STRUCTURAL
1/2"
CEILING FINISH
PER PLANS
CLEATS
MW-01
INSULATION PER
PLANS
PLYWOOD PER
STRUCTURAL
CEILING
FRAMING PER
STRUCTURAL
DOOR PER SCHEDULE
MODERCO PN-83 POCKET DOOR
PROVIDE SOLID BLOCKING
PROVIDE SOLID
BLOCKING
4' - 11 7/8"
STACKABLE
PARTITION
3' - 8 3/8"
PROVIDE
SOLID
BLOCKING
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:42 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
3" = 1'-0"4STAIR DETAIL AT PLYWOOD WALL
3" = 1'-0"1PLYWOOD TO DRYWALL CEILING
3" = 1'-0"11DRYWALL CEILING TO CONCRETE WALL
3" = 1'-0"10TILE CEILING TO CONCRETE WALL
3" = 1'-0"2PLYWOOD OUTSIDE CORNER
3" = 1'-0"18INT. WALL TO METAL DECK
3" = 1'-0"12KEBONY WALL TO TILE SOFFIT
3" = 1'-0"3TILE OUTSIDE CORNER DETAIL
1 1/2" = 1'-0"7STAIR STRINGER DETAIL
3" = 1'-0"5STAIR DETAIL AT DRYWALL
3" = 1'-0"15HANDRAIL AT CONCRETE WALL
3" = 1'-0"16HANDRAIL AT DRYWALL
3" = 1'-0"14GLB TO ROOF DETAIL
3" = 1'-0"13CEILING BLOCKING AT BLDG B
3" = 1'-0"17FENCE JAMB/HEADER DETAIL
3" = 1'-0"9RAILING AT DRYWALL TOP
3" = 1'-0"19DRYWALL AT ACT CEILING
3" = 1'-0"20KEBONY AND TILE OUTSIDE CORNER PLAN
3" = 1'-0"24KEBONY AND TILE INSIDE CORNER PLAN DETAIL
3" = 1'-0"21KEBONY TO CONCRETE INSIDE CORNER PLAN
3" = 1'-0"25TILE EDGE TO CONCRETE PLAN DETAIL
3" = 1'-0"26TYP. KEBONY CORNER PLAN DETAIL
3" = 1'-0"22TILE NICHE CORNER PLAN DETAIL
3" = 1'-0"23DOOR 101Q - SECTION
3" = 1'-0"28TILE WALL TOP EDGE
3" = 1'-0"27TILE CORNER AT DEX O TEX DETAIL
No.Description Date
3" = 1'-0"6PLYWOOD TO CEILING DETAIL
3/4" = 1'-0"8OPERABLE PARTITIONS MODERCO PLAN DETAIL
13
A8.7
15
A8.7
PLANTER
PLANTER
11' - 2 3/4"
9' - 10"
7' - 11 3/4"
29' - 0 3/8"
15
A8.7
1' - 6" 2' - 2" 3"
3' - 11"
WD-02
CONCRETE SLAB
PER STRUCTURAL
A8.7
16
1/2" PRESSURE TREATED
SLEEPERS
5 1/2"
3' - 8 3/4"
WD-02
PLANTING PER
LANDSCAPE
CONCRETE SLAB PER
STRUCTURAL
A8.7
16
5 1/2"
7/8"
LEVEL 01
3' - 10 7/8"
MIN.
1' - 0"
CONCRETE
FOOTING PER
STRUCTURAL
1' - 0"
6"
1' - 2 5/8"
1/2"
1' - 4"
1/2" PRESSURE TREATED
SLEEPERS
1/2"
1' - 4 3/4"
1' - 4"
2' - 3 1/4"
WRB-04
WD-02
3/16"5/4×6 CLEAR KEBONY
DECK BOARD
1/2" PRESSURE TREATED
SLEEPERS
FRY REGLET H8 DRIP
CAP
MINI RAIL SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER
PLANS
WD-01
MT-01
2% SLOPE
CO-02
PLYWOOD PER
STRUCTURAL
INSULATION PER
PLANS
DENSGLASS
SHEATHING PER
PLANS
2x4 FRAMING TO FUR
OUT SHARP ANGLE
BETWEEN CONCRETE
AND KEBONY WALL
CO-02
WD-01
WRB-01
PLYWOOD PER
STRUCTURAL
MINI RAIL
SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER
PLANS
DENSGLASS SHEATHING
PER PLANS
MT-01
2x4 FRAMING TO FUR
OUT SHARP ANGLE
BETWEEN CONCRETE
AND KEBONY WALL
WRB-01
IF-01
INSULATION PER
PLANS
(A) PLAN DETAIL AT SHARP ANGLE BETWEEN KEBONY AND CONCRETE WALL(B) SECTION DETAIL AT SHARP ANGLE BETWEEN KEBONY AND CONCRETE WALL
DK-01
TRAFFIC TOPPING
DECK COVERING
WATERPROOFING PER
DECKING MANUFACTURER
SEALANT PER DECKING
MANUFACTURER
WRB-01
24 GA METAL FLASHING
24 GA METAL FLASHING
WITH DRIP EDGE
1/2" PLYWOOD
2x4 FRAMING TO FUR
OUT SHARP ANGLE
BETWEEN CONCRETE
AND KEBONY WALL
1/2" PLYWOOD
SILICONE CAULKING
DEX-O-TEX WATERPROOF
MEMBRANE
DEX-O-TEX SLIP SHEET
DK-01
TRAFFIC TOPIC MEMBRANE
ROOF DRAIN PER PLUMBING
1/8"/FT 1/8"/FT
CONCRETE DECK PER
STRUCTURAL
7
/
1
6
"
ANCHORS BY
INSTALLER
1/8"
L-3 FRAME BY BASEMAT
MANUFACTURER, MATCH
FRAME COLOR TO BASEMAT
BASEMAT PER
SCHEDULE
MAX.
1/4"
INTERIOREXTERIOR
STOREFRONT DOOR
PER SCHEDULE
CONCRETE SLAB PER
STRUCTURALTHRESHOLD #102A, ZERO
INTERNATIONAL
EXTERIOR FLOOR FINISH PER
LANDSCAPE
SQUARE VINYL FILLER
PER MANUFACTURER
BASEMAT RAIL PER
MANUFACTURER
L-3 FRAME BY BASEMAT
MANUFACTURER, MATCH FRAME
COLOR TO BASEMAT
ANCHORS BY INSTALLER
VINYL CUSHION PER
MANUFACTURER
MAX.
1/2"
7
/
1
6
"
CONCRETE SLAB PER
STRUCTURAL
CONCRETE DECK PER
STRUCTURAL
DK-01
TRAFFIC
TOPPING
DECK COVERING
WATERPROOFING PER
DECKING MANUFACTURER
DECK COVERING
SLIPSHEET PER DECKING
MANUFACTURER
SEALANT PER DECKING
MANUFACTURER
SAW CUT REGLET
ALTERNATE FLASHING PER
DECKING MANUFACTURER
CO-02
4"
EXTERIOR
CONCRETE DECK PER
STRUCTURAL
INTERIOR
FRY REGLET H7 | H8
DRIP CAP
PLWYOOD PER
STRUCTURAL
WRB-01
WD-01
MINI RAIL SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER PLANS
PRE-FORMED RAINSCREEN
VENT COR-A-VENT, ROCK
WOOL OR SIM
DK-01
TRAFFIC TOPPING
DEX-O-TEX
WATERPROOFING
MEMBRANE
SEALANT PER DECKING
MANUFACTURER
24 GA METAL
FLASHING
MIN.
4"
DENSGLASS SHEATHING
PER PLANS
2% SLOPE
MT-01
CO-02
CONTINUOUS
METAL HOOK
STRIP
MT-01 3' - 0"
3' - 0"
3' - 0"3' - 0"
3' - 0"
3' - 0"
20
A8.6
3
A8.6
17
A8.5
DOOR PER
SCHEDULE
GLAZING
DOOR PER
SCHEDULE
GLAZING
EXTERIOR
INTERIOR
PEMCO 355_S "T"
ASTRAGAL; FINISH355DS
CONCRETE PER STRUCTURAL
GRIT STRIP METAL NOSING WITH
CONTRASTING STRIPE
INSTALLED WITH
NEOPRENE CONTACT CEMENT
DECK COVERING WEAR LAYER AND
FINISHING COATS
DECK COVERING WATERPROOF
MAMBRANE
26GA. SHEET METAL FLASHING
DK-01
CONCRETE
PER STRUCTURAL
DK-01
TRAFFIC
TOPPING
DECK COVERING
WATERPROOFING PER DECKING
MANUFACTURER
DECK COVERING SLIPSHEET
PER DECKING MANUFACTURER
SEALANT PER DECKING
MANUFACTURER
SAW CUT REGLET
ALTERNATE FLASHING PER
DECKING MANUFACTURER
CO-02
4"
CONCRETE PER STRUCTURAL
GRIT STRIP METAL NOISING
INSTALLED WITH
NEOPRENE CONTACT CEMENT
DECK COVERING WEAR LAYER AND
FINISHING COATS
DECK COVERING WATERPROOF
MEMBRANE
26GA. SHEET METAL FLASHING
2"
SLAB ON GRADE
SAW CUT REGLET
DK-01
FRY REGLET H8 DRIP
CAP
MINI RAIL SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER
PLANS
WD-01
MT-01
2% SLOPE
CO-02
PLYWOOD PER
STRUCTURAL
INSULATION PER
PLANS
DENSGLASS
SHEATHING PER
PLANS
TERMINATE
CONCRETE WALL
INSIDE WOOD
FRAMED WALL
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:49 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.7
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1/2" = 1'-0"9BENCH & PLANTER DETAIL
1" = 1'-0"13BENCH SECTION
1" = 1'-0"15PLANTER SECTION
3" = 1'-0"16DECK HIDDEN FASTENER DETAIL
3" = 1'-0"6DETAIL AT TERRACE PARAPET
3" = 1'-0"5DETAILS AT SHARP ANGLE BETWEEN KEBONY AND CONCRETE WALL
3" = 1'-0"11DRAIN AT TERRACE
3" = 1'-0"10BASEMAT DETAIL
3" = 1'-0"1CONCRETE WALL EDGE AT TERRACE
3" = 1'-0"2KEBONY SILL EXTERIOR AT DECK
3" = 1'-0"7CONCRETE WALL TOP AT TERRACE
1 1/2" = 1'-0"4AXON FOR PHYSICAL MOCK UP OF KEBONY AND TILE EDGE
3" = 1'-0"3PIVOT DOOR MIDDLE JAMB
3" = 1'-0"17STAIR 02 DETAIL 01
3" = 1'-0"12STAIR 02 DETAIL 02
3" = 1'-0"14STAIR 02 AT GRADE
No.Description Date
3" = 1'-0"8CONCRETE AND WOOD WALL INTERSECTION
VAPOUR BARRIER
CONNECTION STRIP
RF-01
FOAM GASKET
WINDOW PER
SCHEDULE
PLYWOOD PER STRUCTURAL
RF-01
INSULATION PER
PLANS
PLYWOOD PER
STRUCTURAL
HOT-AIR WELD
FRAMING PER
STRUCTURAL
2X8" WOOD STUD
HOT-AIR WELD
WINDOW PER
SCHEDULE
VAPOUR BARRIER
CONNECTION STRIP
2x8 WOOD STUD
FOAM GASKET
RF-01
IF-01
FRAMING PER STRUCTURAL
PLYWOOD PER
STRUCTURAL
INSULATION
PER PLANS
2x8 WOOD STUD
ALACO LADDER
MODEL 560
ROOF HATCH PER
SCHEDULE
INSULATION PER
PLANS
SARNAFIL SECUREMENT
HOT-AIR WELD
IF-01
RF-01
PLYWOOD PER
STRUCTURAL
FRAMING PER
STRUCTURAL
RF-01
ALACO LADDER
MODEL 560
ROOF HATCH PER
SCHEDULE
SARNAFIL SECUREMENT
HOT-AIR WELD
INSULATION PER
PLAN
RF-01
INSULATION PER
PLAN
IF-01
PLYWOOD PER
STRUCTURAL
RF-01
PIPE PER PLUMBING
SHIM AS REQUIRED
DOWNSPOUT NOZZLE
PER PLUMBING
FRY REGLET H8 DRIP
CAP
PLYWOOD PER STRUCTURAL
TILE FINISH PER PLANS
WRB-01
WRB-02
CEMENT BACKERBOARD
PER PLANS
FRAMING PER
STRUCTURAL
INTERIOR
IF-01
EXTERIOR
VAPROBOND
2"
1"
1"
2"
VAPROBOND
DOWNSPOUT NOZZLE
PER PLUMBING
INTERIOREXTERIOR
FRY REGLET H8 DRIP
CAP
PLYWOOD PER
STRUCTURAL
WRB-01
WD-01
MINI RAIL SYSTEM PER
WALL ASSEMBLY
VAPROSHIM PER
PLANS
2"
1"
1"
2"
PRE-FORMED
RAINSCREEN VENT
COR-A-VENT, ROCK
WOOL OR SIM
VAPROBOND
VAPROBOND
PIPE PER
PLUMBING
DOWNSPOUT
NOZZLE PER
PLUMBING
INTERIOREXTERIOR
LINK-SEAL
LINK-SEAL
HSS3x3x1/8"
WM-01
WELDED TO
STEEL ANGLE
PT-02
MCMASTER-CARR
HEAVY DUTY HINGE
1805A15
TI-01
CEMENTITOUS BOND
WRB-02
CEMENT BACKERBOARD
PER PLANS
WRB-01
PLYWOOD PER
STRUCTURAL
STEEL PLATE
MT-01
PT-02
CONCRETE WALL
PER STRUCTURAL
HSS3x3x1/8"
PT-02
MCMASTER-CARR
HEAVY DUTY HINGE
1805A15
HSS3x3x1/8"
WM-01
WELDED TO
STEEL ANGLE
PT-02
HSS3X3X1/8"
PT-02
MCMASTER-CARR
SIDE-MOUNT
BRACKET CASTER
87875T55
MIN.
2"
HSS3x3x1/8"
WM-01
WELDED TO
STEEL ANGLE
PT-02
CEMENTITOUS BOND
WRB-02
CEMENT BACKERBOARD
PER PLANS
WRB-01
PLYWOOD PER
STRUCTURAL
TI-01
MAX.
2"
HSS3x3x1/8"
CONCRETE WALL
PER STRUCTURAL
WM-01
WELDED TO
STEEL ANGLE
PT-02
MAX.
2"
HSS3x3x1/8"
WM-01WM-01
WELDED TO
STEEL ANGLE
WELDED TO
STEEL ANGLE
PT-02
MCMASTERCARR HEAVY
DUTY HINGE 1852A61
PT-02
ROOF ASSEMBLY PER PLANS
HOT-AIR WELD
RF-01
SARNAFIL SECUREMENT
PER MANUFACTURER
METAL COUNTERFLASHING
ALUMINUM TAPE
RF-01
MT-01 WITH WATERTIGHT
JOINTS
RF-01
1/4"/FT SLOPE
DOOR PER SCHEDULE
CO-02CO-02
CO-02CO-02
DOOR PER SCHEDULE
CO-02
CO-02
CO-02
CO-02
HSS3x3x1/8"
WM-01WM-01
WELDED TO
STEEL ANGLE
WELDED TO
STEEL ANGLE
PT-02
MCMASTER-CARR FACE
MOUNT PADLOCABLE EYE
1183A22
PT-02
1"
HSS3X3X1/8"
PT-02
EQ
EQ
MCMASTER-CARR FACE
MOUNT PADLOCABLE EYE
1183A22
PT-02
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:02:57 PM
2308
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.8
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
1 1/2" = 1'-0"5SKYLIGHT LONGITUDINAL SECTION
1 1/2" = 1'-0"6SKYLIGHT CROSS SECTION
1 1/2" = 1'-0"7ROOF HATCH AT BLDG A
1 1/2" = 1'-0"8ROOF HATCH AT BLDG B
No.Description Date
3" = 1'-0"1DOWNSPOUT NOZZLE DETAIL AT TILE WALL
3" = 1'-0"3DOWNSPOUT NOZZLE DETAIL AT KEBONY WALL
3" = 1'-0"2DOWNSPOUT NOZZLE DETAIL AT CONCRETE WALL
3" = 1'-0"14FENCE JAMB TO WALL AT BUILDING A DETAIL
3" = 1'-0"9FENCE JAMB TO WALL AT BUILDING B DETAIL
3" = 1'-0"17FENCE SILL WITH CASTER
3" = 1'-0"15LOW FENCE JAMB TO WALL AT BUILDING A DETAIL
3" = 1'-0"10LOW FENCE JAMB TO WALL AT BUILDING B DETAIL
3" = 1'-0"16LOW FENCE DOOR HINGE DETAIL
1 1/2" = 1'-0"4MECHANICAL EQUIPMENT PAD DETAIL
3" = 1'-0"13DOOR TYPE H JAMB DETAIL
3" = 1'-0"12DOOR TYPE I JAMB DETAIL
3" = 1'-0"11FENCE DOOR PADLOCK EYE DETAIL
3" = 1'-0"18FENCE DOOR WITH PADLOCK EYE SECTION DETAIL
2' - 0"
6"
1' - 3"
BELOW ADJ GRADE
MIN. 3"
8" , VIF
3" CLR
TYP, UNO
2" CLR.
1' - 0" , VIF
#4@12" OC, VERT & HORIZ,
(MIN 2).VERT REINF CTR ON
WALL
ROUGHEN TO
1/4"AMPLITUDE
#5@12" OC, T&B,
EAWAY, TYP
ALTERNATING HOOK
4'-KSI FTG,TYP
ADJACENT PLANTER PER
PLAN
CAST-IN-PLACE CONCRETE
BASEAND WALL CORE;
REINFORCEDPER GEOTECH
RECOMMENDATIONS
AMENDED PLANTING
MEDIUM (UNCOMPACTED)
COMPACTED BACKFILL
PERGEOTECH RECOMMENDATIONS
(1) ADDL #4 @ TOP OF WALL
SEAT WALL PER LANDSCAPE
1' - 3"
6"
1' - 0" , VIF
1' - 0" , VIF
FOOTING
REINF PER A/-
WALL VERT &
HORIZ REINF
PER A/-
CAST-IN-PLACE CONCRETE
BASEAND WALL CORE;
REINFORCEDPER GEOTECH
RECOMMENDATIONS
BELOW ADJ GRADE
MIN. 3"
FINISH SURFACE OF
ADJACENT PAVING PER CIVIL
DRAWINGS
3/4" CRUSHED
AGGREGATE BASE
GEOTEXTILE
COMPACTED BACKFILL
PERGEOTECH
RECOMMENDATIONS
NOTE:SEE 1/A8.10 FOR
ADDL INFO NOT SHOWN
ROUGHEN TO 1/4"
AMPLITUDE
TYP, UNO
2" CLR.
SEAT WALL PER
LANDSCAPE
2' - 7"
CLR.
3"
TYP, UNO
2" CLR.
1' - 6" (*)
2' - 0" (*)
4'-KSI FTG, TYP
1/2" DIA X 4 1/2"
ANCHOR BOLT
FINISHED GRADE
2" DIA X 5" DEEP
GROUT POCKETS
BY OTHERS
#5@12" OC,
T&B,EA WAY, TYP
SHIFT REINF AS REQ'D
TOAVOID CONFLICTING
WITHANCHOR GROUT
POCKET.
#3 REBARS AT 12" O.C.
MAX EACH WAY
A: SECTION VIEW
1' - 5 1/8"
1' - 6" (*)
2' - 0" (*)
FINISHED GRADE
B: ELEVATION VIEW
FLAT BOTTOM
2' - 3 5/8"
NOTE:SEE A: SECTION FOR
ADDL INFO NOT SHOWN
NOTE:
(*) BENCH DESIGNER TO CONFIRM WHETHER
CURRENT FOOTING SIZE IS SUFFICIENT FOR
ANCHOR DESIGN
PRECAST CONCRETE
BENCH PER LANDSCAPE
PRECAST CONCRETE
BENCH PER LANDSCAPE
CLR.
3"
TYP, UNO
2" CLR.
1' - 6" (*)
2' - 0" (*)
4'-KSI FTG, TYP
1/2" DIA X 4 1/2"
ANCHOR BOLT
FINISHED GRADE
2" DIA X 5" DEEP
GROUT POCKETS
BY OTHERS
#5@12" OC,
T&B,EA WAY, TYP
SHIFT REINF AS REQ'D
TOAVOID CONFLICTING
WITHANCHOR GROUT
POCKET.
#3 REBARS AT 12" O.C.
MAX EACH WAY
B: SECTION VIEW
1' - 5 1/2"
1' - 6" (*)
2' - 0" (*)
FINISHED GRADE
A: ELEVATION VIEW
FLAT BOTTOM
10 1/4"
NOTE:SEE A: ELEVATION FOR
ADDL INFO NOT SHOWN
NOTE:
(*) BENCH DESIGNER TO CONFIRM WHETHER
CURRENT FOOTING SIZE IS SUFFICIENT FOR
ANCHOR DESIGN
1' - 11 5/8"
PRECAST CONCRETE
BENCH PER LANDSCAPE
PRECAST CONCRETE
BENCH PER LANDSCAPE
39" TO 19 5/8"
VARIES BETWEEN
#3 REBARS AT 12" O.C.
MAX EACH WAY
2' - 0" (*)
FINISHED GRADE
NOTE:SEE A : ELEVATION FOR
ADDL INFO NOT SHOWN
B: SECTION VIEW
NOTE:
(*) BENCH DESIGNER TO CONFIRM WHETHER
CURRENT FOOTING SIZE IS SUFFICIENT FOR
ANCHOR DESIGN
1' - 6"
PRECAST CONCRETE
BENCH PER LANDSCAPE
A: ELEVATION VIEW
#5@12" OC, T&B,EA
WAY, TYP
FINISHED GRADE
(3) 3/4" DIA X 10"L.
COIL ROD
4'-KSI FTG, TYP 1' - 6"
(5) 3" DIA X 7" DEEP.
GROUT POCKETS (BY
OTHERS)
FOOTING (BY OTHERS)
CLR
3"
TYP, UNO
2" CLR,
5' - 0" (*)
SHIFT REINF AS REQ'D
TOAVOID CONFLICTING
WITHANCHOR GROUT
POCKET.
8"
1' - 3"
1' - 9"
PRECAST CONCRETE
BENCH PER LANDSCAPE
TOF = TOG PER
ARCH/LANDSCAPE
NOTE:
1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING
SONOTUBE, THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 12", RESPECTIVELY.
3. THIS IS NOT DESIGNED TO SUPPORT PEOPLE LEANING AGAINST THE BOLLARD.
2'-6" MAX
3" CLR.
2"
2"
SEE NOTE #2.
1 1/2" CLR TO TIES W/ SONOTUBE.
SEE NOTE #2
9" Ø
#4 HOOP @
6" OC.
NWC W/ f'c
= 4000 PSI
(4) #4 VERT
BARS EQ
SPACED
2' - 0" TYP, SEE NOTE #3
BOLLARD BY LANDSCAPE
MAX WEIGHT 10 LBS
B
HOOP PER ELEVATION
VERTICAL REBAR
PER ELEVATION
B: SECTION
3" CLR
1 1/2"
SEE NOTE #2.
1 1/2" CLR TO TIES W/ SONOTUBE.
2"
2"
SEE NOTE #2
1' - 0" Ø
#4 HOOP @
6" OC.
NWC W/ f'c =
4000 PSI
(6) #4 VERT BARS
EQ SPACED
EMBEDED SCREEN WALL
POST, SEE ARCH /
LANDSCAPE FOR
LOCATION AND SIZE
TYP, UNO
4' - 0"
TOF = TOG PER
ARCH/LANDSCAPE
NOTE:
1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING SONOTUBE,
THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 15", RESPECTIVELY.
6'-6" MAX
POST, WIRE PANEL AND
ITS ATTACHMENT BY
LANDSCAPE
B
HOOP PER ELEVATION
VERTICAL REBAR
PER ELEVATION
B: SECTION
TOF = TOG PER
ARCH/LANDSCAPE
NOTE:
1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING
SONOTUBE, THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 12", RESPECTIVELY.
3. THIS IS NOT DESIGNED TO SUPPORT PEOPLE LEANING AGAINST THE BOLLARD.
3' MAX
3" CLR.
2"
2"
SEE NOTE #2.
1 1/2" CLR TO TIES W/ SONOTUBE.
SEE NOTE #2
9" Ø
#4 HOOP @
6" OC.
NWC W/ f'c
= 4000 PSI
(4) #4 VERT
BARS EQ
SPACED
2' - 0" TYP, SEE NOTE #3
BOLLARD BY LANDSCAPE
MAX WEIGHT 10 LBS
B
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:03:02 PM
2308
LANDSCAPE
FOOTING
DETAILS
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A8.9
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
1 1/2" = 1'-0"1TECHO-BLOC SEAT WALL DETAIL A
1 1/2" = 1'-0"2TECHO-BLOC SEAT WALL DETAIL B
1 1/2" = 1'-0"6PRECAST CONCRETE SEAT (LARGE KERNEL) DEATIL A
1 1/2" = 1'-0"7PRECAST CONCRETE SEAT (SMALL KERNEL)
1 1/2" = 1'-0"8PRECAST CONCRETE BENCH (BOG)
1 1/2" = 1'-0"3BOLLARD POLE FOOTING DETAIL
1 1/2" = 1'-0"5WIRE FENCE POLE FOOTING DETAIL
25
No.Description Date
1 1/2" = 1'-0"4LOW FENCE FOOTING DETAIL
BOARD FORMED CONCRETE NOTES:
1) FORMWORK:
THE FORMING BOARDS FOR CONCRETE WALLS WILL BE MADE
FROM DOUGLAS FIR, MEASURING 6 INCHES WIDE AND AT LEAST
3/4 INCH THICK. THE BOARDS ARE TO BE SANDBLASTED PRIOR TO
PLACEMENT AND EDGES SHALL BE SMOOTHENED TO PREVENT
SPLINTERS. THE BOARDS MUST SUPPORT WET CONCRETE WITH A
MINIMUM LOAD CAPACITY OF 3000 PSI AND REMAIN STRAIGHT
WITHIN A TOLERANCE OF ±1/8 INCH OVER 10 FEET. INSTALLATION
REQUIRES PROPER ALIGNMENT AND SECURING WITH RUST-
RESISTANT FASTENERS.
2) PATCH FORM TIE HOLES AT CONCRETE:
AFTER REMOVING FORM TIES FROM THE CONCRETE WALLS, CLEAN
THE SURROUNDING AREA AND FILL THE HOLES WITH A HIGH-
QUALITY, CEMENT-BASED PATCHING COMPOUND. SMOOTH THE
SURFACE TO MATCH THE SURROUNDING TEXTURE, AND ALLOW
THE PATCH TO CURE.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:18:40 AM
2308
PROJECT
SCHEDULES
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A9.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
FINISH SCHEDULE
NO.NAME AREA
WALL
FINISH
FLOOR
FINISH
BASE
FINISH CEILING FINISH
101 MULTIPURPOSE ROOM 2270 SF IF-01 CO-01 BF-01 FC-01/GLB-01
101A MULTIPURPOSE ROOM Not Placed IF-01 CO-01 BF-01 FC-01/GLB-01
101B MULTIPURPOSE ROOM Not Placed IF-01 CO-01 BF-01 FC-01/GLB-01
102 BREAK ROOM 130 SF IF-01 CO-03 BF-01 IF-01
103 FURNITURE STORAGE 184 SF IF-01 CO-03 BF-01 IF-01
104 ADA FAMILY RESTROOM 137 SF TI-02 CO-01 BF-03 IF-01
105 TICKET BOOTH 59 SF PER PLANS CO-01 BF-01 IF-01
106 LOWER HUB 364 SF IF-01 CO-01 BF-01 IF-01
107 WORKSHOP 523 SF IF-01 CO-01 BF-01 IF-02
108 MATERIAL STORAGE 315 SF IF-01 CO-03 BF-01 IF-02
109 ELECTRICAL ROOM 61 SF IF-01 CO-03 BF-01 IF-02
110 CUSTODIAN CLOSET 72 SF IF-01 CO-03 BF-01 IF-02
111 ELEVATOR 58 SF - CO-03
112 MACHINE ROOM 54 SF IF-01 CO-03 BF-01 IF-02
113 LUNCH STORAGE 33 SF IF-01 CO-03 BF-01 IF-02
114 RESTROOM 253 SF IF-03,
TI-02
CO-01 BF-03 IF-01
115 STORAGE 76 SF CO-02 CO-03 -
201 UPPER HUB 900 SF IF-01 FF-01 BF-01 IF-01
202 MEDIUM OFFICE 129 SF IF-01 CP-01 BF-02 ACT-01
203 LARGE OFFICE 217 SF IF-01 CP-01 BF-02 IF-01
204 CLOSET 37 SF IF-01 CP-01 BF-02 IF-01
205 CLOSET 37 SF IF-01 CP-01 BF-02 IF-01
206 IT ROOM 56 SF PL-01 FF-01 BF-01 IF-02
207 MEETING ROOM 170 SF IF-01 CP-01 BF-02 ACT-01
208 LARGE OFFICE 217 SF IF-01 CP-01 BF-02 IF-01
209 MEDIUM OFFICE 129 SF IF-01 CP-01 BF-02 ACT-01
210 SMALL OFFICE 100 SF IF-01 CP-01 BF-02 ACT-01
211 SMALL OFFICE 100 SF IF-01 CP-01 BF-02 ACT-01
212 SMALL OFFICE 101 SF IF-01 CP-01 BF-02 ACT-01
213 SMALL OFFICE 101 SF IF-01 CP-01 BF-02 ACT-01
214 MEDIUM OFFICE 130 SF IF-01 CP-01 BF-02 IF-01
215 BREAK ROOM 291 SF IF-01 FF-01 BF-01 IF-01
216 STORAGE 74 SF IF-01 FF-01 BF-01 IF-01
217 STAFF RESTROOM 59 SF TI-03 CO-01 BF-03 IF-01
218 SHARED OFFICE 202 SF IF-01 CP-01 BF-02 IF-01
219 CLOSET 35 SF IF-01 CP-01 BF-02 IF-01
LIGHTING FIXTURE SCHEDULE
TYPE QTY DESCRIPTION MANUFACTURER CATALOG NO.LOCATION REMARKS
A 33 RECESSED DOWNLIGHT USAI LIGHTING P23UF-15L2-UNV-D22-NCIC-HSG-P3RDF-15L2-35KS-S-BLACK-TRM-PFBK -
A-EM 11 RECESSED DOWNLIGHT USAI LIGHTING P23UF-15L2-UNV-D22-NCIC-HSG-P3RDF-15L2-35KS-S-BLACK-TRM-PFBK -
B 7 RECESSED WALL WASH USAI LIGHTING P23UF-15L2-UNV-D22-NCIC-HSG-P3RWF-15L2-35KS-D1-BLACK-TRM-PFBK HUB
C 38 RECESSED DOWNLIGHT USAI LIGHTING P23UF-15L2-UNV-D22-NCIC-HSG-P3RDF-15L2-35KS-S-BLACK-TRM-PFBK EXTERIOR
D 40 PENDANT LIGHT USAI LIGHTING CPRD8-15L2-35KS-F-S-BLACK-CR3-UNV-D22 OFFICE HUB
D-EM 8 PENDANT LIGHT USAI LIGHTING CPRD8-15L2-35KS-F-S-BLACK-CR3-UNV-D22 OFFICE HUB
F 6 SUSPENDED PENDANT FLUXWERX ILLUMINATION, INC PF1-F-D-D-35-B-04-S-F2-M-03 WORKSHOP
H 13 48" DIFFUSE PLASTIC LENS ACUITY BRANDS LIGHTING CLX-L48-5000LM-SEF-FDL-MVOLT-GZ10-35K-80CRI-WH AUXILIARY ROOMS
H-EM 2 48" DIFFUSE PLASTIC LENS ACUITY BRANDS LIGHTING CLX-L48-5000LM-SEF-FDL-MVOLT-GZ10-35K-80CRI-WH AUXILIARY ROOMS
K 20 ACT 2X2 MARK ARCHITECTURAL LIGHTING WHSPR-LCTR-2X2-80CRI-35K-3300LM-MIN10-MVOLT-SWC-ZT OFFICE AND MEETING ROOM
K3 6 WALL MOUNTED EXIT
SIGN
NORA NX-812-LED R C A NEXC-R
K4 7 CEILING MOUNTED EXIT
SIGN
NORA NX-812-LED R C A NEXC-R
N 10 EXTERIOR SCONCE SONNEMAN 7522.97 EXTERIOR
P 3 DECORATIVE PENDANT DAVID TRUBRIDGE NAVICULA-LED-0570-NAT-LIME OFFICE HUB
Q 2 DECORATIVE PENDANT DAVID TRUBRIDGE NAVICULA-LED-0900-NAT-PINK OFFICE HUB
R 1 DECORATIVE PENDANT DAVID TRUBRIDGE NAVICULA-LED-1000-NAT-BLUE OFFICE HUB
S 2 RECESSED LINEAR SLOT FLUXWERX ILLUMINATION, INC NN1-L-D2-B-C-35-F2-M-2'-6"ADA BATHROOM
T 1 RECESSED LINEAR SLOT FLUXWERX ILLUMINATION, INC NN1-L-D2-B-C-35-F2-M-06 BATHROOM
U 8 SUSPENDED RING CORONET RING-UPDN-6-35-HIGH-UNV-DB-BLK-AC-CENT-SD-SD-NA-NA-SJ-BLK MPR
U-EM 8 SUSPENDED RING CORONET RING-UPDN-6-35-HIGH-UNV-DB-BLK-AC-CENT-SD-SD-NA-EMCKT-SJ-BLK MPR
V 13 EXTERIOR STEP LIGHTS TARGETTI ZES-RP-FW-BT-L2-35-24+DMLE9XXX42UD-1US3166 EXTERIOR
Y 1 18W SLAB 150 - PENDANT ANDLIGHT SLA-150-P-BLK-35-010-277 CONFERENCE ROOM
EQUIPMENT SCHEDULE
TYPE DESCRIPTION MANUFACTURER MODEL QTY REMARKS
BREAK ROOM
K.01 MICROWAVE SHARP R21LCFS 2
K.02 FOOD WASTE DISPOSER INSINKERATOR SS-300 1
K.03 ICE MAKER GE UCC15NPRII 1
K.04 COUNTER DEPTH REFRIGERATOR SAMSUNG RS23CB7600QLAA 2
K.05 STEEL WALL SHELVES GSW WS-W1224 2
K.06 STEEL WALL SHELVES GSW WS-W1260 2
K.07 STEEL WALL SHELVES GSW WS-W1248 5
MISCELLANEOUS
MI.01 LOW VOLTAGE SHADES LUTRON 25 BLACK FASCIA COVER
MI.03 PENDANT SPEAKER ATLAS SOUND PM8CX-WH 18
MI.04 EXTERIOR LOUVER 1.8 SF DAYTON 6350DS 4 POWDER COAT BLACK
MI.05 LOUVER RUSKIN ELF211D 15 POWDER COAT BLACK
MI.06 EXTERIOR LOUVER 1.8 SF DAYTON 6350DS 1 POWDER COAT BLACK
MI.07 WALK OFF MAT BASE SPECIALTIES BASEMAT MB-400 4 36"x36"
MI.08 WALK OFF MAT BASE SPECIALTIES BASEMAT MB-400 3 72"x36"
MI.09 PROJECTOR 2 BY OWNER
MI.10 SEMI-RECESSED FIRE EXTINGUISHER CABINET ACTIVAR CONSTRUCTION
PRODUCTS GROUP
8135 7
MI.11 ROOF ACCESS HATCH LADDER ALACO LADDER CO. 560 2
MI.12 ROOF TIE-BACK ANCHOR FRONTLINE RO12-CAL 11 LOCATIONS TO BE CONFIRMED BY SOLAR CONSULTANT
MI.13 LG WASHER 1 BY OWNER
MI.14 LG DRYER 1 BY OWNER
MI.15 COPY MACHINE 2 BY OWNER
MI.16 DRINKING FOUNTAIN GRAB BAR BOBRICK 819298 2 COMPLIES WITH 7/G0.5.1
RESTROOM
R.01 GRAB BAR 36"BOBRICK B-5806 X 36 3
R.02 GRAB BAR 46"BOBRICK B-5806 X 46 3
R.03 ADULT CHANGING TABLE KOALA KARE KB3000-AHL 1
R.04 BABY CHANGING STATION KOALA KARE KB300-01SS 1
R.05 SEMI RECESSED FREE NAPKIN AND TAMPON
DISPENSER
BOBRICK B-47064C 2
R.06 RECESSED FREE NAPKIN DISPENSER BOBRICK B-4706C 1
R.07 ELECTRONIC SOAP DISPENSER BOBRICK B-828 6
R.08 WALL MOUNTED HAND DRYER DYSON DYSON AIRBLADE V AB12 NICKEL 4
R.09 TOILET SEAT CLEANER DISPENSER HEALTH GARDS SC500DIS 9
R.10 FOLDING UTILITY SHELF KOALA KARE B-287 1
R.11 BABY CHANGING STATION RECESSED KOALA KARE KB310-SSRE 1
R.12 SANITARY NAPKIN DISPOSAL BOBRICK B-270 8
R.14 BAG HOOK KOALA KARE 310-54-KIT 11
R.15 TOILET PAPER DISPENSER WAXIE DS-3012 9
SECURITY
S.01 SECURITY CAMERA 15 BY OWNER
TICKET BOOTH
TB.01 SAFE 1 BY OWNER
TB.02 TALK THROUGH NORCON TTU-1AX 1
FINISH NOTES
FINISH NAME MANUFACTURER MODEL COLOR NOTES
ACT-01 ACOUSTICAL TILE CEILING ARMSTRONG 2X2 CALLA LIGHT GRAY SUPRAFINE XL 9/16" LIGHT GREY
BF-01 COVE BASE JOHNSONITE COVE BASE 123 VAPOR
GREY
BF-02 TOELESS BASE JOHNSONITE TOELESS BASE 123 VAPOR
GREY
BF-03 COVE BASE FIRECLAY TILE SANITARY COVE
BASE
PER TILE FINISH
BF-04 STAINLESS STEEL BASE SCHLUTER DBSL160EB STAINLESS
STEEL
TYP. AT ALL INTERIOR PLYWOOD WALLS
CO-01 CONCRETE FLOOR - - - POLISHED CONCRETE 1200 GRIT
CO-02 CONCRETE WALL - - - BOARD FORMED CONCRETE; 6" BOARD SIZE, SEE BOARD
FORMED CONCRETE NOTE
CO-03 CONCRETE FLOOR - - - CONCRETE SLAB HARD TROWELED WITH CLEAR FLOOR SEALER
CP-01 CARPET TILE SHAW CONTRACT HUB MOTIVATE
(57111)
CT-01 QUARTZ COUNTER TOP WILSONART Q1018 LAZIO QUARTZ
CT-02 STAINLESS STEEL COUNTER - - - STAINLESS STEEL; 16 GAUGE, BRUSH FINISH
CT-03 BUTCHER BLOCK - - - -
DK-01 DECK DEX-O-TEX WEATHERWEAR SPEEDWAY
GRAY 413
DEX-O-TEX WEATHERWEAR DECKING
FB-01 CUSHION FABRIC MAHARAM METAPHOR
466553–015
THERMOSPHERE MAHARAM
FB-02 FABRIC MAHARAM 300073–007 HIDEOUT MAHARAM
FC-01 POLYSORB CEILING PANEL POLYSORB CLOUD 1" ACOUSTICAL PANEL
FF-01 LVT SHAW CONTRACT FUNCTION 5.0 TRANSITION
(86501)
GL-01 EXTERIOR GLAZING - - - 1" INSULATING GLASS UNIT, ¼" OUTBOARD LITE WITH LOW-E
COATING (SOLARBAN 70) ON #2 SURFACE, INBOARD LITE
TEMPERED GLASS (CLEAR).
GL-02 INTERIOR GLAZING - - - TEMPERED CLEAR SAFETY GLAZING
GL-03 INTERIOR PRIVACY GLASS - - - TEMPERED CLEAR SAFETY GLAZING WITH THE PAVIA ACID ETCH
FULL BY VITRO
GL-04 FRAMELESS MIRROR - - - 1/4", QUALITY Q2, CLEAR FLOAT GLASS WITH SILVER, COPPER,
AND ORGANIC COATING; APPLY ALUMINIUM J CHANNEL SGS
JC-5/8 BLACK AT MIRROR TOP AND BOTTOM
GL-05 FIRE RATED GLAZING - - - FIRE RATED GLAZING PER SECTION 08910 IN SPEC BOOK.
GLB-01 EXPOSED STRUCTURAL FRAMING - - -
IF-01 INTERIOR DRYWALL FINISH - - DEHW08
CLASSIC WHITE
5/8" GYP. BOARD LEVEL 05, PT-03 U.O.N. SHEEN: EGGSHELL
U.O.N
IF-02 EXPOSED CEILING - - - EXPOSE STRUCTURE ABOVE
IF-03 GREEN DRYWALL - - DEHW08
CLASSIC WHITE
5/8" EXTERIOR RATED GYP BOARD LEVEL 05, PT-03 U.O.N. SHEEN:
EGGSHELL U.O.N
MT-01 BLACK METAL SARNACLAD METAL FASTENED AT 4" OC STAGGERED AND
FASTENED PER MANUFACTURER; POWDER COAT TO MATCH
PT-02
MW-01 MILLWORK - - - 1/2" MARINE PLYWOOD; FINISH WITH 3 COATS SEMI-GLOSS
POLYEURTHANE
MW-02 WHITE CABINETRY WILSONART 1573 FROSTY WHITE WHITE LAMINATE
MW-03 MILLWORK - - - 3/4" MARINE PLYWOOD; FINISH WITH 3 COATS SEMI-GLOSS
POLYEURTHANE
MW-04 MILLWORK - - - 1" MARINE PLYWOOD; FINISH WITH 3 COATS SEMI-GLOSS
POLYEURTHANE
MW-05 GRAY CABINETRY WILSONART 10657 GRAPHITE GRAY LAMINATE
PL-01 FIRE RATED PLYWOOD - - - 1/2" FRT PLYWOOD
PT-01 PAINT FINISH DUNN EDWARDS DE6378 JET SHEEN TBS
PT-02 PAINT FINISH DUNN EDWARDS DEA002 BLACK SHEEN TBS
PT-03 PAINT FINISH DUNN EDWARDS DEHW08 CLASSIC WHITE SHEEN TBS
RF-01 PVC ROOFING SIKA SARNAFIL S327 REFLECTIVE
GREY
ESR-1157
TI-01 EXTERIOR TILE FIRECLAY BRICK TILE GREEN
MOUNTAINS
TI-02 INTERIOR TILE FIRECLAY BRICK TILE APPALACHIAN
TI-03 INTERIOR TILE FIRECLAY - TIDEWATER
WD-01 EXTERIOR WOOD FINISH KEBONY G2171 - 1X6 PASSIVE RAINSCREEN SYSTEM, CLEAR, LOW PROFILE CLIP
WD-02 WOOD DECK BOARDS KEBONY 2637 & 2638 - FASTENATOR HIDDEN FASTENING SYSTEM
WM-01 WIRE MESH MCNICHOLS 342088G048 - 48"
x 96"
PAINTED TO
MATCH PT-07
3" x 3" MESH SQUARE, GALVANIZED STEEL 0.135" THICK
WRB-01 SELF ADHERED VAPOR BARRIER VAPROSHEILD WRAPSHEILD SA -
WRB-02 LIQUID APPLIED WATERPROOFING REDGARD TDS-104 - WATERPROOFING AND CRACK PREVENTION MEMBRANE
WRB-03 ELEVATOR WATERPROOFING SIKA SIKAPROOF A+12 -
WRB-04 CONCRETE PLANTER
WATERPROOFING
SIKA SIKALASTIC HLM
5000 GC
-
25
SHADE TYPES:
BO: BLACKOUT SHADES [LUNA
BLACKOUT: IRON]
SS: 3% SHADES [M SCREEN:
WHITE/PEARL]
SHADE SCHEDULE
DOOR/WINDOW/STOREFRONT TYPE
SHADE
NUMBER DESCRIPTION MANUFACTURER WIDTH HEIGHT SHADE CLOTH MATERIAL REMARKS
DOORS 101C-H 1.1.2 LOW VOLTAGE SHADES LUTRON 8' - 10 3/4" 8' - 0" BO BLACK FASCIA COVER
DOORS 101C-H 1.1.2 LOW VOLTAGE SHADES LUTRON 8' - 10 3/4" 8' - 0" BO BLACK FASCIA COVER
DOORS 101I-N 1.1.1 LOW VOLTAGE SHADES LUTRON 8' - 11 1/4" 8' - 0" BO BLACK FASCIA COVER
DOORS 101I-N 1.1.1 LOW VOLTAGE SHADES LUTRON 8' - 10 1/2" 8' - 0" BO BLACK FASCIA COVER
STOREFRONT S1011 1.1.3 LOW VOLTAGE SHADES LUTRON 5' - 2 3/8" 12' - 0" BO BLACK FASCIA COVER
STOREFRONT S1011 1.1.4 LOW VOLTAGE SHADES LUTRON 11' - 4 1/2" 12' - 0" BO BLACK FASCIA COVER
STOREFRONT S1012 1.1.6 LOW VOLTAGE SHADES LUTRON 6' - 0" 12' - 0" BO BLACK FASCIA COVER
STOREFRONT S1012 1.1.5 LOW VOLTAGE SHADES LUTRON 5' - 4 1/4" 12' - 0" BO BLACK FASCIA COVER
STOREFRONT S1012 1.1.5 LOW VOLTAGE SHADES LUTRON 5' - 3 1/4" 12' - 0" BO BLACK FASCIA COVER
WINDOW 2012 1.1.3 LOW VOLTAGE SHADES LUTRON 2' - 0" 5' - 0" SS BLACK FASCIA COVER
WINDOW 2021 & 2022 & 2023 1.1.4 LOW VOLTAGE SHADES LUTRON 6' - 0" 4' - 0" SS BLACK FASCIA COVER
WINDOW 2031 & 2032 1.1.5 LOW VOLTAGE SHADES LUTRON 5' - 0" 7' - 6" SS BLACK FASCIA COVER
WINDOW 2034 1.1.6 LOW VOLTAGE SHADES LUTRON 6' - 0" 9' - 0" SS BLACK FASCIA COVER
WINDOW 2081 1.1.7 LOW VOLTAGE SHADES LUTRON 4' - 6" 3' - 0" SS BLACK FASCIA COVER
WINDOW 2082 & 2084 1.1.8 LOW VOLTAGE SHADES LUTRON 5' - 11" 9' - 0" SS BLACK FASCIA COVER
WINDOW 2091 & 2092 1.1.9 LOW VOLTAGE SHADES LUTRON 4' - 0" 5' - 0" SS BLACK FASCIA COVER
WINDOW 2101 1.1.10 LOW VOLTAGE SHADES LUTRON 3' - 0" 8' - 0" SS BLACK FASCIA COVER
WINDOW 2111 & 2112 1.2.1 LOW VOLTAGE SHADES LUTRON 4' - 0" 6' - 0" SS BLACK FASCIA COVER
WINDOW 2121 1.2.2 LOW VOLTAGE SHADES LUTRON 2' - 4" 7' - 6" SS BLACK FASCIA COVER
WINDOW 2132 1.2.3 LOW VOLTAGE SHADES LUTRON 2' - 2 5/8"7' - 6" SS BLACK FASCIA COVER
WINDOW 2141 & 2142 1.2.4 LOW VOLTAGE SHADES LUTRON 6' - 0" 4' - 0" SS BLACK FASCIA COVER
WINDOW 2143 1.2.5 LOW VOLTAGE SHADES LUTRON 4' - 6" 3' - 0" SS BLACK FASCIA COVER
WINDOW 2183 1.2.6 LOW VOLTAGE SHADES LUTRON 4' - 0" 6' - 0" SS BLACK FASCIA COVER
WINDOW 2184 1.1.1 LOW VOLTAGE SHADES LUTRON 3' - 0" 4' - 6" SS BLACK FASCIA COVER
WINDOWS 2185 & 2186 1.1.2 LOW VOLTAGE SHADES LUTRON 7' - 6" 5' - 0" SS BLACK FASCIA COVER
No.Description Date
3 PC01 CORRECTIONS 03/28/25
6 PC SUBMITTAL 03 04/28/25
6
6
22
A8.4
21
A8.4
29
A8.4
TB.02
5
A8.8
6
A8.8
6
A8.3
2031
2032
2033
24
A8.4
26
A8.4
12
A8.4
28
A8.4
11
A8.4
12
A8.4
28
A8.4
24
A8.4
26
A8.4
2021 2022 2023
2
A8.5
27
A8.4
20922091
6
A8.3
24
A8.4
27
A8.4
26
A8.4
12
A8.4
28
A8.4
11
A8.4
2185
2186
6
A8.3
24
A8.4
27
A8.4
12
A8.4
28
A8.4
11
A8.4
26
A8.4
12
A8.4
28
A8.4
11
A8.4
17
A8.4
23
A8.4
16
A8.4
2082
2084
2083
6
A8.3
26
A8.4
24
A8.4
12
A8.4
28
A8.4
28
A8.4
11
A8.4
12
A8.4
2101
2102
27
A8.4
24
A8.4
24
A8.4
28
A8.4
28
A8.4
11
A8.4
2111 2112
2113
2
A8.5
24
A8.4
24
A8.4
27
A8.4
28
A8.4
28
A8.4
11
A8.4
2121
2122 2132
2131
1
A8.5
28
A8.4
11
A8.4
11
A8.4
28
A8.4
24
A8.4
19
A8.4
18
A8.4
27
A8.4
30
A8.4
21422141
6
A8.3
24
A8.4
12
A8.4
27
A8.4
11
A8.4
28
A8.4
26
A8.4
21822181
2183
6
A8.3
27
A8.4
24
A8.4
12
A8.4
28
A8.4
28
A8.4
28
A8.4
11
A8.4
27
A8.4
24
A8.4
26
A8.4
18
A8.4
19
A8.4
1
A8.5
GLASS TYPES
GL-01 INSULATING GLASS UNIT
1" INSULATING GLASS UNIT, ¼" OUTBOARD LITE WITH LOW-E COATING (SOLARBAN 70) ON #2 SURFACE,
INBOARD LITE TEMPERED GLASS (CLEAR).
GL-02 GLAZING
TEMPERED CLEAR SAFETY GLAZING
GL-03 FROSTED GLASS
TEMPERED CLEAR SAFETY GLAZING WITH THE PAVIA ACID ETCH FULL BY VITRO
GL-04 FRAMELESS MIRROR
1/4", QUALITY Q2, CLEAR FLOAT GLASS WITH SILVER, COPPER, AND ORGANIC
COATING; EDGES: UNIFORMLY GROUND AND POLISHED. APPLY MASTIC TO BACK OF MIRROR "PATS"
SPACED 4 PATS/SQ. FT.; ADJUST MIRROR SO THAT IT IS
PLUMB AND IN PLACE TO AVOID DISTORTION OF REFLECTING IMAGES. ALLOW 1/8" SPACE BETWEEN BACK
OF MIRROR AND WALL SURFACE. APPLY ALUMINIUM J CHANNEL SGS JC-5/8 BLACK AT MIRROR TOP AND
BOTTOM; SECURELY CLIP TO SUBSTRATE USING NON-CORROSIVE ANCHORS. AT DRYWALL BACK-UP,
ANCHORS MUST BE SECURED TO STUDS OR STEEL WALLPLATE SPANNING FROM STUD TO STUD.
GL-05 FIRE RATED GLAZING
FIRE RATED GLAZING PER SECTION 08910 IN SPEC BOOK.
GL-06 OVERHEAD DOOR FROSTED GLASS
1/2" INSULATING GLASS UNIT, FROSTED GLASS/SATIN ETCHED FINISH
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:03:46 PM
2308
WINDOW
SCHEDULES
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
A9.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
WINDOW SCHEDULE
NO. TYPE QTY. WIDTH HEIGHT SILL HT. MANUFACTURER MODEL OPERATION GLASS FINISH. REMARKS
1051 D 1 4' - 0" 6' - 0" 3' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2011 A 1 4' - 0" 6' - 0" 13' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2012 A 1 2' - 0" 5' - 0" 4' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2021 B 1 2' - 0" 4' - 0" 3' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2022 B 1 2' - 0" 4' - 0" 3' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2023 B 1 2' - 0" 4' - 0" 3' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2031 A 1 3' - 0" 7' - 6" 4' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2032 B 1 2' - 0" 5' - 0" 4' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2033 A 1 2' - 0" 2' - 6" 9' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2034 A 1 6' - 0" 9' - 0" 2' - 6" ALUFLAM AW50 FIXED GL-06 DARK BRONZE PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING' ; 60 MINUTE FIRE RATED
2081 A 1 4' - 6" 3' - 0" 11' - 0" ALUFLAM AW50 FIXED GL-06 DARK BRONZE PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING' ; 60 MINUTE FIRE RATED
2082 A 1 3' - 5" 9' - 0" 4' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2083 A 1 2' - 6" 4' - 0" 9' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2084 B 1 2' - 6" 5' - 0" 4' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2091 A 1 1' - 4" 5' - 0" 3' - 6" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2092 B 1 2' - 8" 5' - 0" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2101 B 1 3' - 0" 5' - 4" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2102 A 1 3' - 0" 2' - 8" 0' - 10" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2111 B 1 2' - 0" 5' - 0" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2112 B 1 2' - 0" 5' - 0" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2113 A 1 4' - 0" 1' - 0" 2' - 6" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2121 B 1 2' - 4 1/8" 4' - 5" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2122 A 1 2' - 4 1/8" 3' - 1" 0' - 5" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2131 C 1 2' - 2 5/8" 2' - 9" 5' - 2" ARCADIA INC T-200 AWNING GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2132 A 1 2' - 2 5/8" 4' - 9" 0' - 5" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2141 B 1 2' - 6" 4' - 0" 5' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2142 A 1 3' - 6" 4' - 0" 5' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2143 A 1 4' - 6" 3' - 0" 6' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2151 A 1 3' - 0" 4' - 6" 3' - 9" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2181 A 1 1' - 4" 4' - 0" 5' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2182 B 1 2' - 8" 4' - 0" 5' - 0" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2183 A 1 4' - 0" 2' - 0" 3' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2184 A 1 3' - 0" 4' - 6" 5' - 0" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2185 A 1 5' - 0" 5' - 0" 3' - 6" ARCADIA INC T-200 FIXED GL-01 BLACK AB-8 PROVIDE COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
2186 B 1 2' - 6" 5' - 0" 3' - 6" ARCADIA INC T-200 CASEMENT GL-01 BLACK AB-8 PROVIDE ARCADIA WINDOW SCREEN AND COLLIDESCAPE 'SPIDERWEB CLEAR STICK-ON SCREENING'
3001 E 1 6' - 0" 3' - 0" VELUX FCM FIXED GL-01 BLACK
1" = 1'-0"2WINDOW TYPE D
1" = 1'-0"4WINDOW TYPE E
3/4" = 1'-0"10WINDOW CLUSTER 203
3/4" = 1'-0"6WINDOW CLUSTER 202
3/4" = 1'-0"7WINDOW CLUSTER 209
3/4" = 1'-0"15WINDOW CLUSTER 218-1
25
1" = 1'-0"1WINDOW TYPE A
3/4" = 1'-0"13WINDOW CLUSTER 208
3/4" = 1'-0"11WINDOW CLUSTER 210
3/4" = 1'-0"14WINDOW CLUSTER 211
3/4" = 1'-0"8WINDOW CLUSTER 212-213
3/4" = 1'-0"12WINDOW CLUSTER 214
3/4" = 1'-0"9WINDOW CLUSTER 218-2
1" = 1'-0"3WINDOW TYPE B
1" = 1'-0"5WINDOW TYPE C
No.Description Date
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
NOTE: WINDOW SUBCONTRACTOR TO FIELD
MEASURE WINDOWS AFTER THE INSTALLATION OF
SUPERBLOCKING.
14
A8.3
9
A8.3
14
A8.3
9
A8.3
15
A8.3
10
A8.3
9
A8.3
14
A8.3
9
A8.3
15
A8.3
10
A8.3
25
A8.4
7
A8.3
8
A8.3
1
A8.3
3
A8.7
12
A8.3
11
A8.3
1
A8.3
13
A8.3
20
A8.4
8
A8.3
8
A8.417
A8.3
22
A8.3
28
A8.3
30
A8.3
29
A8.3
16
A8.3
21
A8.3
13
A8.8
13
A8.4
4
A7.3
2
A8.3
11
A8.3
3
A8.3
20
A8.4
1
A8.3
12
A8.8
3
A7.3
14
A8.3
10
A8.3
14
A8.3
4
A8.3
4
A8.314
A8.3
14
A8.3
10
A8.3
4
A8.3
4
A8.3
5
A8.3
20
A8.3
5
A8.3
8
A8.8
7
A8.8
23
A8.6
GLASS TYPES
GL-01 INSULATING GLASS UNIT
1" INSULATING GLASS UNIT, ¼" OUTBOARD LITE WITH LOW-E COATING (SOLARBAN 70) ON #2 SURFACE,
INBOARD LITE TEMPERED GLASS (CLEAR).
GL-02 GLAZING
TEMPERED CLEAR SAFETY GLAZING
GL-03 FROSTED GLASS
TEMPERED CLEAR SAFETY GLAZING WITH THE PAVIA ACID ETCH FULL BY VITRO
GL-04 FRAMELESS MIRROR
1/4", QUALITY Q2, CLEAR FLOAT GLASS WITH SILVER, COPPER, AND ORGANIC
COATING; EDGES: UNIFORMLY GROUND AND POLISHED. APPLY MASTIC TO BACK OF MIRROR "PATS"
SPACED 4 PATS/SQ. FT.; ADJUST MIRROR SO THAT IT IS
PLUMB AND IN PLACE TO AVOID DISTORTION OF REFLECTING IMAGES. ALLOW 1/8" SPACE BETWEEN BACK
OF MIRROR AND WALL SURFACE. APPLY ALUMINIUM J CHANNEL SGS JC-5/8 BLACK AT MIRROR TOP AND
BOTTOM; SECURELY CLIP TO SUBSTRATE USING NON-CORROSIVE ANCHORS. AT DRYWALL BACK-UP,
ANCHORS MUST BE SECURED TO STUDS OR STEEL WALLPLATE SPANNING FROM STUD TO STUD.
GL-05 FIRE RATED GLAZING
FIRE RATED GLAZING PER SECTION 08910 IN SPEC BOOK.
GL-06 OVERHEAD DOOR FROSTED GLASS
1/2" INSULATING GLASS UNIT, FROSTED GLASS/SATIN ETCHED FINISH
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
5/9/2025 9:19:02 AM
2308
DOOR AND
GATE
SCHEDULES
MAY 09, 2025
PLAN CHECK
SUBMITTAL 03
A9.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MAY 09, 2025
1/2" = 1'-0"4DOOR TYPE D
1/2" = 1'-0"5DOOR TYPE E
1/2" = 1'-0"3DOOR TYPE C
1/2" = 1'-0"2DOOR TYPE B
1/2" = 1'-0"6DOOR TYPE F
1/2" = 1'-0"10DOOR TYPE J
1/2" = 1'-0"1DOOR TYPE A
1/2" = 1'-0"11DOOR TYPE K
1/2" = 1'-0"7DOOR TYPE G
1/2" = 1'-0"8DOOR TYPE H
DOOR SCHEDULE
NO. DESCRIPTION TYPE WIDTH HEIGHT THK. FRAME MAT. FRAME TYPE FINISH GLAZING
HRDWR.
GROUP MODEL MANUFACTURER REMARKS
101A STOREFRONT DOOR A 6' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM DARK BRONZE GL-06 19 AW50 ALUFLAM ELECTRIFIED CARD READER ACCESS; 45
MINUTE FIRE RATED DOOR; PANIC
HARDWARE
101B STOREFRONT DOOR B 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 16 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS; PANIC
HARDWARE
101C STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101D STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101E STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101F STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101G STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101H STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101I STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101J STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101K STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101L STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101M STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101N STOREFRONT DOOR C 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 14 NS212 ARCADIA CENTER PIVOT
101O STOREFRONT DOOR B 3' - 0" 8' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 16 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS; PANIC
HARDWARE
101P STOREFRONT DOOR A 6' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 18 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS; PANIC
HARDWARE
101Q OPERABLE PARTITION O 35' - 7 3/8" 12' - 0"FB-02 11 842 MODERCO
102A HOLLOW METAL DOOR E 3' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 03 45 MINUTE FIRE RATED DOOR
102B EXTERIOR HOLLOW METAL DOOR E 3' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 07
103A HOLLOW METAL DOUBLE DOOR D 6' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 05 45 MINUTE FIRE RATED DOOR
104A EXTERIOR HOLLOW METAL DOOR E 3' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 06
106A STOREFRONT DOOR B 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 15 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS
106B STOREFRONT DOOR B 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 15 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS
107A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-03 13 CRL
107B OVERHEAD SECTIONAL DOOR J 12' - 0" 10' - 0" 0' - 1 3/4" ALUMINUM BRONZE ANODIZED GL-06 10 521 OVERHEAD DOOR CORPORATION
107C STOREFRONT DOOR A 6' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM BLACK AB-8 GL-01 17 MS362 ARCADIA ELECTRIFIED CARD READER ACCESS
108A HOLLOW METAL DOOR E 3' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 03
108B OVERHEAD DOOR UTILITY K 8' - 0" 8' - 0" 0' - 0" STEEL STEEL BRONZE ANODIZED 10 600 OVERHEAD DOOR CORPORATION
108C HOLLOW METAL DOUBLE DOOR D 6' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 05 45 MINUTE FIRE RATED DOOR
109A EXTERIOR HOLLOW METAL DOOR G 8' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 08 45 MINUTE FIRE RATED DOOR W/ LOUVERS
110A HOLLOW METAL DOOR E 2' - 10" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 03
112A EXTERIOR HOLLOW METAL DOOR H 3' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 07 W/ LOUVERS
113A EXTERIOR HOLLOW METAL DOOR D 8' - 0" 7' - 0" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 09
114A HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
114B HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
114C HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
114D HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
114E HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
114F HOLLOW METAL DOOR E 2' - 0" 6' - 8" 0' - 1 3/4" HM HM PAINTED TO MATCH PT-02 01
202A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
203A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
204A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 03
205A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 03
206A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 04
207A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
208A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
209A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
210A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
211A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
212A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
213A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
214A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING BRUSHED STAINLESS GL-04 13 DR4SBS12P CRL
215A STOREFRONT DOOR B 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM BLACK AB-8 GL-01 15 MS362 ARCADIA
216A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 03
217A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 02
218A GLASS WALL DOOR F 3' - 0" 7' - 0" 0' - 0" N/A PATCH FITTING SATIN ANODIZED GL-04 13 DR4SBS12P CRL
219A SOLID WOOD VENEER DOOR I 3' - 0" 7' - 0" 0' - 1 3/4" ALUMINUM ALUMINUM 03
301A ROOF HATCH L 3' - 0" 1' - 0" GALVANNEALED STEEL GALVANNEALED
STEEL
12 S BILCO
301B ROOF HATCH L 3' - 0" 1' - 0" GALVANNEALED STEEL GALVANNEALED
STEEL
S BILCO
GATE SCHEDULE
NO. DESCRIPTION TYPE WIDTH HEIGHT THK. FRAME MAT. FRAME TYPE FINISH GLAZING
SHADE
TYPE
HRDWR.
GROUP MODEL MANUFACTURER REMARKS
101Q OPERABLE PARTITION O 35' - 7 3/8" 12' - 0"FB-02 11 842 MODERCO
115A DOUBLE MESH GATE M 6' - 0" 3' - 0" STEEL STEEL PAINTED TO MATCH PT-03 SEE A6.14
115B DOUBLE MESH GATE M 6' - 0" 3' - 0" STEEL STEEL PAINTED TO MATCH PT-03 SEE A6.14
302D METAL GATE N STEEL STEEL PAINTED TO MATCH PT-03 SEE A6.14
302E METAL GATE N STEEL STEEL PAINTED TO MATCH PT-03 SEE A6.14
1/2" = 1'-0"9DOOR TYPE I
1/2" = 1'-0"12DOOR TYPE L
25
1/4" = 1'-0"13DOOR TYPE O
No.Description Date
4 FIRE MASTER PLAN
SUBMITTAL 03
01/29/25
6 PC SUBMITTAL 03 04/28/25
NOTE: FOR GATE TYPES 'M' AND 'N', PLEASE SEE SHEET A6.14
HAND-ACTIVATED DOOR OPENING
HARDWARE SHALL BE CENTERED
BETWEEN 34" AND 44" ABOVE THE
FLOOR.
6
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
ADJ ADJACENT
AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL
AGGR AGGREGATE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
ANCH ANCHOR
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APA AMERICAN PLYWOOD ASSOCIATION
APPVD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECTURAL; ARCHITECT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWPA AMERICAN WOOD PRESERVERS ASSOCIATION
AWS AMERICAN WELDING SOCIETY
AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS
&AND
@ AT
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BN BOUNDARY NAIL
BNDRY BOUNDARY
BOT OR B BOTTOM
BRC BRACE
BRG BEARING
BT BENT
BTWN BETWEEN
CANT CANTILEVER
CAM OR C CAMBER
CC CENTER TO CENTER
CG CENTER OF GRAVITY
CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT; CONTROL JOINT
CL CENTER LINE
CLR CLEARANCE; CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMP COMPRESSION
CONC CONCRETE
CONN CONNECTION; CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE; CONTINUOUS
CONTR CONTRACTOR
CJP COMPLETE JOINT PENETRATION WELD
CTR CENTER
CTSK COUNTERSINK; COUNTERSUNK
CU FT CUBIC FOOT
d PENNY (NAIL OR BAR DIA)
DBL DOUBLE
DEPT DEPARTMENT
DET DETAIL
DF DOUGLAS FIR/LARCH
DIA OR ø DIAMETER
DIAG DIAGONAL
DIAPH DIAPHRAGM
DIM DIMENSION
DN DOWN
DO DITTO (REPEAT)
DWG DRAWING
DWL DOWEL
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EN EDGE NAIL
ENGR ENGINEER
EQ EQUAL OR EQUIVALENT
EQUIP EQUIPMENT
ES EACH SIDE
ETC ET CETERA
EW EACH WAY
EXIST or (E) EXISTING
EXT EXTERIOR
FDN FOUNDATION
FF FAR FACE
FF FINISHED FLOOR
FIN FINISH
FJ FLOOR JOIST
FL FLOOR LINE
FLG FLANGE
FLR FLOOR
FN FIELD NAIL
FOC FACE OF CONCRETE
FOM FACE OF MASONARY
FOS FACE OF STUD
FOW FACE OF WALL
FP FULL PENETRATION; FIRE PROOFING
FRMG FRAMING
FS FULL SIZE; FAR SIDE
FT FOOT; FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLUED LAMINATED BEAM
GR GRADE
GRND GROUND
H or HORIZ HORIZONTAL
HDR HEADER
HGR HANGER
HOSP HOSPITAL
HP HIGH POINT
HS HIGH STRENGTH
HSH
HT HEIGHT
HR HARD ROCK
ID INSIDE DIAMETER
IF INSIDE FACE
I-JST I-JOIST
IN INCH
INCL INCLUDE
INFO INFORMATION
INSP INSPECTION
INT INTERIOR
JST JOIST
JT JOINT
K KIPS
KSI KIPS PER SQUARE INCH
LAB LABORATORY
LB(S) OR # POUND(S)
LF LINEAL FOOT
LIN LINEAL; LINEAR
LLBB LONG LEGS BACK-TO-BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LSL LONG SLOTTED HOLES
LT WT LIGHTWEIGHT
LVL LEVEL
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MC MISCELLANEOUS CHANNEL SHAPE
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM; MINUTE
MISC MISCELLANEOUS
(N)NEW
N NORTH
NF NEAR FACE
NIC NOT IN CONTRACT
NORM NORMAL
NO or # NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OSB ORIENTED STRAND BOARD
PARA OR // PARALLEL
PC PRECAST; PIECE
PERP PERPINDICULAR
PI PLYWOOD INDEX
PL PLATE
PROPERTY LINE
PLF POUNDS PER LINEAL FOOT
PLCS PLACES-
PLY PLYWOOD
PROP PROPERTY
PT POST TENSIONED
PW PLATE WASHER
PJP PARTIAL JOINT PENETRATION WELD
PREFAB PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
# POUND; NUMBER
REF REFERENCE
REINF REINFORCE; REINFORCING
REQD REQUIRED
RF ROOF
Ø DIAMETER
SCHED SCHEDULE
SECT SECTION
SEP SEPERATION
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SLBB SHORT LEGS BACK-TO-BACK
SOG SLAB ON GRADE
SPCG SPACING
SPECS SPECIFICATIONS
SPCL SPECIAL
SQ SQUARE
SS SELECT STRUCTURAL
SSL SHORT SLOTTED HOLES
STAGG STAGGER
STD STANDARD
STIFF STIFFENERS
STIRR STIRRUP
STL STEEL
STRUCT STRUCTURAL
STRUCT I STRUCTURAL I
SW SHEAR WALL
SYM SYMMETRICAL
TB TIE BEAM
T & B TOP AND BOTTOM
T & G TONGUE & GROOVE
TOC TOP OF CURB; TOP OF CONCRETE
TOF TOP OF FOOTING
TEMP TEMPERATURE; TEMPORARY
THRU THROUGH
THK THICKNESS/THICK
THR THREADED
TOP or T TOP
TOS TOP OF STEEL/TOP OF SLAB
TOW TOP OF WALL
TSG TAPERED STEEL GIRDER
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UNO UNLESS NOTED OTHERWISE
UT ULTRA-SONIC TEST
VERT VERTICAL
VSH VERTICAL SLOTTED HOLES
W/WITH
W/O WITHOUT
WD WOOD
WP WORK POINT; WATERPROOF
WT WEIGHT
WWF WELDED WIRE FABRIC
STRUCTURAL STEEL SHAPES
Wx W SHAPE
Cx AMERICAN STD CHANNEL SHAPE
MC MISC CHANNEL SHAPE
Lx ANGLE SHAPE
WT, ST, MT STRUCT TEE SHAPE
PIPE STANDARD PIPE SHAPE
PIPE-X EXTRA STRONG PIPE SHAPE
PIPE-XX DBL EXTRA STRONG PIPE SHAPE
HSS STRUCT TUBING SHAPE
ABBREVIATIONS
HORIZONTALLY SLOTTED HOLES
PL
SYMBOLS
SECTION REFERENCE BUBBLE
DETAIL REFERENCE BUBBLE WITH ARROW
DETAIL REFERENCE BUBBLE
FULL HEIGHT SECTION
INDICATOR
BUILDING SECTION INDICATOR
ELEVATION OF WALL OR FRAME
NORTH ARROW
SLOPE
EARTH LAYER
STEPPED SURFACE; FLOOR
DEPRESSION
SLOPED SURFACE
INDICATES SAND OR
GROUT
INDICATES GRAVEL
WELDED WIRE FABRIC
(WWF LAYER)
STEEL TUBE COLUMN
STEEL PIPE COLUMN
WIDE FLANGE STEEL COLUMN
MEMBER SPLICE
STEEL IN CROSS SECTION
DIRECTION OF SPAN
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
N
SHEET INDEX
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/
1
2
/
2
0
2
5
1
2
:
0
3
:
1
9
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
3
0
8
_
S
A
Z
_
H
i
v
e
/
2
3
0
0
1
7
5
_
S
A
Z
_
K
P
F
F
_
R
2
2
.
rv
t
2308
SHEET INDEX,
SYMBOLS AND
ABBREVIATIONS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S0.01
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SHEET NO. SHEET NAME
S0.01 SHEET INDEX, SYMBOLS AND ABBREVIATIONS
S0.02 GENERAL NOTES
S0.03 GENERAL NOTES
S1.00 SITE PLAN
S1.01A FOUNDATION FRAMING PLAN - BUILDING A
S1.01B FOUNDATION FRAMING PLAN - BUILDING B
S1.02A ROOF FRAMING PLAN - BUILDING A
S1.02B LEVEL 2 CMD + STEEL FRAMING PLAN - BUILDING B
S1.03B LEVEL 2 WOOD FRAMING PLAN - BUILDING B
S1.04B ROOF FRAMING PLAN - BUILDING B
S2.01 BUILDING B ELEVATION
S5.01 TYPICAL CONCRETE DETAILS
S5.02 TYPICAL CONCRETE DETAILS
S5.03 TYPICAL CONCRETE DETAILS
S5.11 CONCRETE SHEAR WALL DETAILS
S6.01 TYPICAL WOOD DETAILS
S6.02 TYPICAL WOOD DETAILS
S6.03 TYPICAL WOOD DETAILS
S6.04 TYPICAL WOOD DETAILS
S6.05 WOOD SHEAR WALL DETAILS
S6.06 WOOD SHEAR WALL DETAILS
S6.10 WOODSTAIR DETAILS
S6.21 TJI DETAILS
S6.22 TJI-SHEAR WALL TRANSFER DETAILS
S6.30 ENLARGED ELEVATOR SECTIONS AND DETAILS
S7.01 TYPICAL STEEL DETAILS
S7.02 TYPICAL STEEL DETAILS
S7.11 TYPICAL METAL DECK DETAILS
S7.12 TYPICAL METAL DECK DETAILS
Total: 29
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
3
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
STRUCTURAL NOTES
FOUNDATION
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION REPORT BY ASSOCIATED
SOILS ENGINEER, INC.
FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:
ALLOWABLE NET BEARING = 3000 PSF (2500 PSF MAX)
PASSIVE EARTH PRESSURE = 200 PSF/FT (2000 PSF MAX)
COEFFICIENT OF FRICTION = 0.35
MODULUS OF SUBGRADE REACTION = 100 PCI
ALLOWABLE BEARING AND PASSIVE PRESSURE VALUES MAY BE INCREASED BY 1/3 FOR WIND AND
SEISMIC WHEN ALTERNATIVE BASIC LOAD COMBINATIONS ARE USED. ALLOWABLE BEARING MAY BE
INCREASED BY 1/3 FOR WIND AND SEISMIC. MINIMUM DEPTH OF FOOTING BELOW LOWEST ADJACENT
FINAL GRADE SHALL BE 1'-6". MINIMUM WIDTH OF FOOTING SHALL BE 2'-0" FOR ISOLATED FOOTINGS
AND 1'-3" FOR CONTINUOUS FOOTINGS. ALLOWABLE BEARING PRESSURE MAY BE INCREASED 300
PSF PER EACH ADDITIONAL FOOT OF DEPTH AND 100 PSF PER EACH ADDITIONAL FOOT OF WIDTH TO
A MAX VALUE OF 3000 PSF. FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE MAY BE COMBINED
PROVIDED THE PASSIVE IS REDUCED BY ONE-THIRD. TO DETERMINE COMPOSITE LATERAL
RESISTANCE, WHICH MAY BE INCREASED BY 1/3 UNDER SHORT TERM, TRANSIENT WIND/SEISMIC
LOADING.
FOR ANY NEW FOOTINGS THAT ARE WITHIN A LATERAL DISTANCE FROM ANY EXISTING BUILDING
FOOTING EQUAL TO THE DEPTH OF THE NEW FOOTING (D), THE FOLLOWING TABULATED REDUCTION
FACTORS SHOULD BE APPLIED TO THE CORRESPONDING ALLOWABLE SOILS BEARING CAPACITY
VALUES.
CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND
SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS
AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR AND SOILS ENGINEER PRIOR
TO PLACING THE CONCRETE AND REINFORCING. CONTRACTOR TO NOTIFY THE INSPECTOR WHEN
INSPECTION OF EXCAVATION IS READY. INSPECTOR TO SUBMIT LETTER OF COMPLIANCE.
ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING
WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTORS
SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS
UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH.
CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS.
SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILS
ENGINEER, FOUNDATION ELEVATIONS/DIMENSIONS MAY NEED TO BE MODIFIED BY THE ENGINEER.
FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND APPROVED BY THE SOILS
ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL
BE INSPECTED BY THE SOILS ENGINEER REPRESENTATIVE PER CODE SECTION 1704.7.
ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED UNLESS NOTED OTHERWISE. NEW
FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS OR FOUNDED ON STRUCTURALLY CERTIFIED
FILL PER THE SOILS REPORT.
SLABS ON GRADE SHALL BE SUPPORTED ON UNDISTURBED NATURAL EARTH MATERIALS OR
PROPERLY CONTROLLED FILL MATERIALS AS PER THE RECOMMENDATIONS OF THE SOILS REPORT.
REINFORCING STEEL
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE
CODE, ASTM A615, GRADE 60 UNO. DEFORMATIONS SHALL BE IN ACCORDANCE WITH
ASTM A-305.
BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR
BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. PROVIDE LAPS AS PER ACI
318-14 SECTION 25.5, 8" MINIMUM. WWF SHALL BE SUPPORTED ON APPROVED CHAIRS.
REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.
MINIMUM SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE 48
BAR DIAMETERS, 24" MINIMUM. MINIMUM SPLICE LENGTH FOR REINFORCING STEEL
BARS IN CONCRETE SHALL BE PER ACI 318. LAP ALL HORIZONTAL BARS AT CORNERS
AND INTERSECTIONS.
ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL
IN-PLACE INSPECTION IS MADE.
WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT
SHALL BE DONE BY AWS CERTIFIED WELDERS USING E90XX OR APPROVED ELECTRODES. WELDING
PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE-
REINFORCING STEEL", AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL
CONFORM TO THE REQUIREMENTS OF ASTM A-706.
BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR
APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE.
REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED
AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR
TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES.
THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE.
MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT
OF CONCRETE.
CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING
INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT
PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE
CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO DIFFERENTIATE
THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY ON SITE.
CONCRETE PROTECTION FOR REINFORCEMENT
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE MINIMUM
PROVIDED FOR REINFORCEMENT: COVER, IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3
B, CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THROUGH NO. 18 BAR 2
NO 5 BAR, W31 OR D31 WIRE & SMALLER 1 1/2
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
NO. 14 AND NO. 18 BAR 1 1/2
NO. 11 BAR & SMALLER 3/4
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1/2
ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND
WITH THE PROVISIONS OF ACI 318-19.
REINFORCED CONCRETE WAS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD".
CONCRETE MIXES SHALL BE DESIGNED BY AN APPROVED TESTING LABORATORY AND
REVIEWED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH AND
DURABILITY OF THE CONCRETE SHALL BE PROPORTIONED BASED ACI 318-19 AND CBC
CHAPTER 19.
SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES (UNO):
PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II/V.
AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND
TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY
WITH PERMISSION OF THE STRUCTURAL ENGINEER.
AGGREGATE FOR LIGHT WEIGHT (110PCF) CONCRETE SHALL BE EXPANDED CONFORMING
TO ASTM C330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH
PERMISSION OF THE STRUCTURAL ENGINEER.
CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C-94.
PLACEMENT OF CONCRETE SHALL CONFORM TO CODE SECTION 1905 AND PROJECT
SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES
AGAINST WHICH NEW CONCRETE IS TO BE PLACED.
ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL
SECURED IN POSITION PRIOR TO PLACING CONCRETE.
PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE
PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE
IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS
NOT SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTIONS
ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL
CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES
SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS, SPACE EMBEDDED PIPES AND
SLEEVES AT A MINIMUM OF 3 DIAMETERS.
CONCRETE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
MIN MAX MAX MAX MAX
LOCATION IN STRUCTURE STRENGTH DENSITY SLUMP WATER/CEMENT AGGREGATE
(PSI) (PCF) (IN) RATIO SIZE (IN)
ALL CONCRETE FOOTINGS 5000 145 4 0.5 1
SLAB ON GRADE, CURBS 4000 145 4 0.5 3/4
LWC FILLED METAL DECK 4000 115 4 0.45 3/4
CONCRETE SHEAR WALL 5000 145 4 0.5 1
FLOOR AND ROOF LIVE LOADS:
ROOF 20 PSF (REDUCIBLE)
CLASSROOM AREA 50 PSF
SNOW LOADS:
SNOW LOADS ARE IN ACCORDANCE WITH SECTION 1608 OF THE CODE.
GROUND SNOW LOAD, Pg = ZERO
WIND LOADS:
WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF THE CBC AND ASCE 7-16.
BASIC WIND SPEED, V = 95 MPH (3-SECOND GUST)
WIND EXPOSURE C
WIND RISK CATEGORY = II
BUILDING HEIGHT < 60 FT
ENCLOSED BUILDING, GCpi = +/- 0.18
EARTHQUAKE LOADS ON PRIMARY STRUCTURE:
EARTHQUAKE LOADS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CBC AND
ASCE 7-16.
SEISMIC LOADING IS PER THE EQUIVALENT LATERAL FORCE PROCEDURE IN
ACCORDANCE WITH ASCE 7-16 SECTION 12.8.
LOCATION: 34.18618 LAT, -118.58325 LON
SS = 1.284g
S1 = 0.458g
Fa = 1.0
Fv = 1.842
SMS = 1.284g
SM1 = 0.844g
SDS = 0.856g
SD1 = 0.562g
RISK CATEGORY II
SITE CLASS D
SEISMIC DESIGN CATEGORY D
SPECIAL RC SHEAR WALL
le = 1.0
R = 5
Ωo = 2.5
Cd = 5
rho = 1.3
WOOD SHEAR WALL
le = 1.0
R = 6.5
Ωo = 3
Cd = 4
rho = 1.3
DESIGN
1.
2.
3.
4.
5.EARTHQUAKE LOADS ON NON-STRUCTURAL COMPONENTS:
EARTHQUAKE LOADS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE.
Ip = 1.0 FOR ALL NONSTRUCTURAL COMPONENTS EARTHQUAKE LOADS ON NONSTRUCTURAL
COMPONENTS, SHALL BE DETERMINED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE:
CALCULATE Fp BASED ON ASCE 7-16 EQUATION 13.3-1
THE MAXIMUM AND MINIMUM VALUES FOR Fp SHALL BE DETERMINED FROM ASCE 7-16
EQUATIONS 13.3-2 AND 13.3-3, RESPECTIVELY.
ALL EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS SHALL BE BASED ON THE
VALUES OF ap AND Rp FROM ASCE 7-16 TABLES 13.5-1 AND 13.6-1.
PER THE GEOTECHNICAL INVESTIGATION REPORT THE PROJECT IS LOCATED WITHIN A
LIQUEFACTION HAZARD ZONE. IT IS NOT WITHIN A STATE OF CALIFORNIA ALQUIST PRIOLO
EARTHQUAKE FAULT ZONE.
STRUCTURAL STEEL
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND
LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC SPECIFICATION FOR DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND
WITH CHAPTER 22 OF THE CODE.
ALL STRUCTURAL STEEL SHALL CONFORM WITH THE ASTM DESIGNATION AS INDICATED BELOW
(UNO):
WF SHAPES, WT SHAPES A992 OR A572, GRADE 50
(MULTI CERT)
PLATES, CONNECTION PLATES,A-36, UNO
AND MISC, UNO.
PIPE COLUMNS A-53, GRADE B
TUBE SECTIONS A-500, GRADE B
BOLTS A-325 / A-490, AS NOTED ON DWGS
ANCHOR BOLTS IN CONCRETE/MASONRY F-1554, GRADE 36
ANGLES, CHANNELS A-36
THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE ARCHITECT
OF ALL STEEL FOR ARCHITECTS AND STRUCTURAL ENGINEERS TO REVIEW AND APPROVAL
BEFORE FABRICATION.
BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NORMAL SIZE OF BOLT
USED, EXCEPT AS NOTED.
ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, OR MASONRY, SPRAY
ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED.
ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL
WELDS SHALL BE IN CONFORMITY WITH THE PROJECTS SPECIFICATIONS AND FOR THE CODE
FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1 LATEST REVISION) OF THE AMERICAN
WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION
REQUIREMENTS.
WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE
FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS
SPECIFIED IN AISC MANUAL OF STEEL CONSTRUCTION 15TH EDITION, SECTION J2.4.
ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE
HOT DIP GALVANIZED AFTER FABRICATION, UNLESS NOTED OTHERWISE ON THE
CONSTRUCTION DOCUMENTS. REFER TO ARCH DRAWINGS FOR STEEL FINISH. PROTECT FIELD
WELDS EXPOSED TO THE WEATHER SHALL RECEIVE PRIME AND PAINT OR BRUSH / COLD
GALVANIZING. FOR EXPOSED STRUCTURAL STEEL CALLED OUT TO RECEIVE COATINGS SEE
SPECIFICATION 05 1200 SECTION 2.03J, ITEM 4 FOR PREPARATION AND PRIMING.FOR EXPOSED,
GALVANIZED MISCELLANEOUS METAL CALLED OUT TO RECEIVE COATINGS, SEE SPECIFICATION
09 9600 SECTION 2.5 FOR PREPARATION AND PRIMING.
THE USE OF E70T-4 WELDING WIRE IS NOT PERMITTED.
ALL WELD FILLER MATERIAL SPECIFIED AS "NOTCH TOUGH" SHALL HAVE A MINIMUM CHARPY-V
NOTCH (CVN) VALUE OF 20 FT-LBS AT A TEMPERATURE OF -20° F.
100% UT TEST FOR ALL COMPLETE PENETRATION GROOVE WELDS.
DISCONTINUITIES IN WELD CREATED BY ERRORS OR BY FABRICATION OR ERECTION
OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING,
SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER OF RECORD.
WRITTEN WELDING PROCEDURE SPECIFICATIONS (WPS) PER THE RECOMMENDATIONS OF THE
AMERICAN WELDING SOCIETY (AWS) SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR
AND SUBMITTED FOR REVIEW TO THE ENGINEER PRIOR TO ANY WELDING OF THE STRUCTURAL
STEEL. THE WELDING PROCEDURES SHALL INCLUDE ALL THE WELDED JOINTS AND
CONFIGURATIONS TO BE USED ON THIS PROJECT-ONLY WPS WHICH ARE RELEVANT TO THIS
PROJECT SHALL BE SUBMITTED, ALL WELDED JOINTS SHALL BE PRE-QUALIFIED PER AWS OR
BE QUALIFIED BY TEST PER AWS. A PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE
INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING.
THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE
WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING
PARAMETERS SHALL BE SUBMITTED WITH THE WPS.
POWER DRIVEN FASTENERS / SHOT PINS
1.
2.
3.
4.
5.
6.
7.
ALL POWDER DRIVEN FASTENERS SHALL CONSIST OF HILTI 0.157 DIAM XU
(ICC ESR-2269) LOW VELOCITY POWDER DRIVEN FASTENERS. INSTALLATION OF ANCHORS
SHALL BE IN CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER
RECOMMENDATIONS.
WHEN INSTALLING POWDER DRIVEN FASTENERS IN NON-PRESTRESSED REINFORCED
CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE REINFORCING
BARS.
THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR
INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE,
CONCRETE COMPRESSIVE STRENGTH, ANCHOR SPACING, EDGE DISTANCES, SLAB
THICKNESS AND ANCHOR EMBEDMENT.
POWDER DRIVEN FASTENERS ARE NOT PERMITTED FOR USE ON CONCRETE CURBS.
FASTENERS MAY BE USED FOR SHEAR LOADS AND THEY MAY BE USED IN TENSION TO
SUPPORT LOADS LESS THAN 100 POUNDS FOR MINOR LOADS LIKE ACOUSTICAL CEILINGS,
DUCT WORK, CONDUIT, ETC.
THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% OF ICC EVALUATION REPORT
APPROVED VALUES, WHICHEVER IS LESS. QUALIFICATION FOR USE OF ALL POWER
ACTUATED TOOLS MUST MEET ANSI A10.3 STANDARD AS REQUIRED BY THE
MANUFACTURER AND ALL OSHA REQUIREMENTS.
TESTING - THE OPERATOR, TOOL AND FASTENER SHALL BE PRE-QUALIFIED BY THE
PROJECT INSPECTOR. THE INSPECTOR SHALL OBSERVE THE TESTING OF THE FIRST 10
FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF NOT LESS THAN TWICE THE
DESIGN LOAD SHALL BE APPLIED TO THE PIN IN SUCH A MANNER AS NOT TO RESIST THE
SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE PIN. THEREAFTER RANDOM
TESTS UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF
APPROXIMATELY 1 IN 10 PINS. IF ANY PIN FAILS TESTING, TEST ALL PINS OF THE SAME
CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS, THEN
RESUME THE INITIAL TESTING FREQUENCY.
WELDED THREADED AND HEADED STUDS
1.
2.
3.
WELDED STUDS SHALL BE "TRUE-WELD STUDS", DIVISION OF TRU-FIT SCREW
CORPORATION, CLEVELAND, OHIO OR "NELSON STUD" OHIO, OR APPROVED EQUAL.
WELDED STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH
EQUIPMENT RECOMMENDED BY MANUFACTURER OF STUDS.
WELDED STUD MATERIAL, WELDING AND INSPECTION, SHALL BE IN ACCORDANCE WITH
THE AWS "STRUCTURAL WELDING CODE", AWS D1.1, SECTION 7.
CONSTRUCTION JOINTS
1.
2.
3.
ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CODE
SECTION 1906 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE
STRUCTURAL DRAWINGS.
ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS
OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE.
THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION
JOINTS TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE STARTING
CONSTRUCTION.
GENERAL
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL
DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE
ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR
ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN
EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES
AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS
SHOWN FOR SIMILAR WORK.
ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING:
2022 CALIFORNIA BUILDING CODE, VOLUME 2, REFERRED TO HERE AS "THE CODE",
AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER WHICH ANY
PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND
SPECIFICATIONS.
SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
a. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED
b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
c. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR
DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES,
INSERTS, ETC.
d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.
e. FLOOR AND ROOF FINISHES.
f. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,
EXCEPT AS SHOWN OR NOTED.
b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
c. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
d. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR
MOTOR MOUNTS.
THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE
LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS.
OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE
SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS.
NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS,
POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT
WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON
OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW.
PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL
CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED.
ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK
OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS,
CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL
ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR
FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE
ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.
1. FABRICATE AND INSTALL STEEL DECK ACCORDING TO THE FOLLOWING PROVISIONS:
A. ROOF DECK: ANSI/SDI RD-2017, "STANDARDS FOR STEEL ROOF DECK."
B. COMPOSITE FLOOR DECK: ANSI/SDI C-2017, "STANDARDS FOR COMPOSITE STEEL FLOOR DECK-SLAB."
C. WELDING OF STEEL DECK: AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL."
2. STEEL ROOF DECK: PROVIDE AND INSTALL ROOF AS NOTED ON THE DRAWINGS MINIMUM PROPERTIES ARE AS
FOLLOWS:
DECK PROFILE AND GAGE I (IN4) +S(IN3) -S(IN3)
HSB-36 x 18 GA DECK 0.306 0.314 0.331
HSB-36 x 16 GA DECK 0.381 0.399 0.410
PLN-24 x 18 GA DECK 1.369 0.652 0.753
PLN-24 x 16 GA DECK 1.706 0.837 0.914
3. COMPOSITE FLOOR DECK: PROVIDE AND INSTALL ROOF AS NOTED ON THE DRAWINGS MINIMUM PROPERTIES ARE AS
FOLLOWS:
DECK PROFILE AND GAGE I (IN4) +S(IN3) -S(IN3)
3" x 18GA DECK 1.213 0.752 0.768
3" x 16GA DECK 1.516 0.968 0.966
2" x 18GA DECK 0.564 0.471 0.481
1 1/2" x 18GA DECK 0.381 0.399 0.410
4. DESIGN OF ALL STEEL DECK SHALL BE IN ACCORDANCE WITH SECTION 2210 OF THE CODE.
5. ALL STEEL DECK CLOSURES AND FLASHING SHALL CONFORM TO ASTM A653 GR 33, FY 33,000 PSI MIN.
6. ACCEPTABLE STEEL DECK MANUFACTURERS ARE AS FOLLOWS:
VERCO MANUFACTURING IAPMO REPORT ER-2018
ASC PROFILE IAPMO REPORT ER-0161 & ER-0329
7. EXAMINE SUPPORTING FRAME AND FIELD CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION
TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. PROCEED WITH INSTALLATION ONLY AFTER
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
A. RUN UNITS CONTINUOUS OVER THREE OR MORE SPANS.
B. PROVIDE 2" MINIMUM DECK BEARING AT ALL SUPPORTS.
8. INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI STANDARDS AND MANUFACTURER'S WRITTEN
INSTRUCTIONS.
9. INSTALL TEMPORARY SHORING BEFORE PLACING DECK PANELS AS REQUIRED TO MEET DEFLECTION LIMITATIONS. ALL
SHORING OF STEEL DECK SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
10. ALL WELDING OF STEEL DECK SHALL BE DONE BY CERTIFIED LIGHT GAGE WELDERS IN ACCORDANCE WITH AWS
"STRUCTURAL WELDING CODE - SHEET STEEL", AWS D1.3, LATEST EDITION.
11. UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE END OF THE UNITS AND INTERMEDIATE SUPPORTS AND
TO THE STEEL SUPPORTS AT THE SIDE BOUNDARIES BY 1/2" PUDDLE WELDS AT 12" OC. SHEAR STUDS WELDED
THROUGH DECK MAY BE USED IN PLACE OF 1/2" DIAMETER PUDDLE WELDS.
12. SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BETWEEN SUPPORTS BY BUTTON PUNCHING AT 12" OC MAX OR
PER SPACING INDICATED IN DECK SCHEDULE, WHICHEVER IS LESS. CONTRACTOR MAY DECREASE SPACING OF SIDE
LAP ATTACHMENTS TO ACCOMMODATE CONSTRUCTION LOADING AS REQUIRED.
13. PROVIDE FLASHING AND CLOSURE PLATES AT ENDS OF ALL UNITS, AROUND COLUMNS, AND AT ALL PERIMETER
LOCATIONS REQUIRING CONCRETE.
14. ALL METAL DECK TO BE GALVANIZED.
15. PROVIDE PERFORATIONS OR SLOTS (1.5% MAXIMUM OPEN AREA) IN ALL ROOF AND FLOOR DECKING EXCEPT AT
LOCATION WHERE THE DECKING IS PROVIDING PROTECTION FROM RAIN WATER OR WHERE NOTED ON THE DRAWINGS.
STEEL DECK
LATERAL DISTANCE BETWEEN NEW
FOOTING AND EXISTING BUILDING
FOOTING EXPRESSED IN FRACTION
OF THE NEW FOOTING DEPTH, D
REDUCTION FACTOR TO ALLOWABLE
SOILS BEARING CAPACITY a 1.0 0.75 0.5
≥ 1D 1/2D 0
a. INTERPOLATION MAY BE USED FOR DERIVING REDUCTION FACTOR
FOR OTHER DISTANCE VALUE.
3
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
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GENERAL
NOTES
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S0.02
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
No.Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
1. COMPLY WITH THE REQUIREMENTS IN CHAPTER 23 OF THE CODE AND AF&PA'S WCD 1, "DETAILS FOR CONVENTIONAL
WOOD FRAME CONSTRUCTION," UNLESS OTHERWISE INDICATED.
2. NOT USED.
3. DIMENSIONAL LUMBER FRAMING:
A. SPECIES, GRADE, AND MOISTURE CONTENT NOTED BELOW:
4. GLUE-LAMINATED LUMBER:
A. THE FABRICATION OF STRUCTURAL GLUE-LAMINATED TIMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE
NATIONAL DESIGN SPECIFICATION (NDS), LATEST EDITION, AS MODIFIED BY DIV III, CHAPTER 23 OF THE CODE. ALL
FABRICATION AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE
CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE-LAMINATED DOUGLAS FIR (COAST
REGION) LUMBER" BY THE WEST COAST LUMBERMAN'S ASSOCATION, AND THE CURRENT EDITION OF "TIMBER
CONSTRUCTION STANDARDS" BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (A.I.T.C.).
B. ALL GLUE-LAMINATED MEMBERS SHALL BE DOUGLAS FIR 24F-V8. ALLOWABLE STRESS REQUIREMENTS ARE AS
FOLLOWS:
Fbxx = 2400 PSI TENSION IN TENSION ZONE
= 2400 PSI TENSION IN COMPRESSION ZONE
COMPRESSION, Fcxx = 650 PSI
SHEAR, Fvxx = 190 PSI
Exx = 1.8x106 PSI
C. THE MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR APPROVAL
PRIOR TO ANY FABRICATION.
D. PROVIDE CAMBERS AS NOTED ON THE DRAWINGS.
E. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
5. FASTENERS:
A. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, PRESERVATIVE TREATED, FIRE
RETARDANT TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING
COMPLYING WITH ASTM A 153.
B. NAILS: ASTM F1667, COMMON TYPE.
6. WOOD CONNECTORS:
A. PROVIDED BASIS OF DESIGN HANGERS, STRAPS, TIES, HOLD DOWNS, ETC, AS INDICATED ON THE DRAWINGS.
B. WHERE CONNECTORS ARE IN EXPOSED, EXTERIOR APPLICATIONS OR IN CONTACT WITH PRESERVATIVE TREATED
LUMBER, PROVIDE HOT-DIP GALVANIZED OR STAINLESS STEEL CONNECTORS.
7. ALL LUMBER IN 2 HOUR FIRE RATED WALLS AND 3 HOUR FIRE SEPARATION WALLS SHALL USE FIRE RETARDANT
TREATED WOOD PER CBC SECTION 2303.2. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALL LOCATIONS AND
DETAILS.
8. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS OR
MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL U.N.O.
9. JOIST BLOCKING AND BRIDGING:
A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT AND BELOW PARTITION WALLS.
B. PROVIDE FULL DEPTH BRIDGING AT 8'-0" O.C. MAX, NOT MORE THAN 8'-0" FROM SUPPORT.
10. PROVIDE DOUBLE JOISTS UNDER NON-BEARING WALLS RUNNING PARALLEL TO JOISTS.
11. PROVIDE REQUIRED FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-
STRUCTURAL FRAMING THAT ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
12. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE STRUCTURAL I WITH EXTERIOR
GLUE CONFORMING TO THE LATEST EDITION OF PS1-09. ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS.
13. ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD PROVIDED IT HAS THE SAME APA
PERFORMANCE STANDARD RATING AND CONTAINS THE SAME NUMBER OF LAYERS AS THE PLYWOOD SPECIFIED.
14. ALL SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING AND SHALL BE APPROVED BY THE BUILDING
INSPECTOR BEFORE COVERING.
15. ALL NAILING/SCREWING SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND REGULATIONS.
16. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED AND SHALL BE APPROVED BY THE BUILDING I
NSPECTOR PRIOR TO COVERING.
17. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATE UNDER BEARING, EXTERIOR OR SHEAR WALLS IN CONTACT WITH
CONCRETE OR MASONRY SHALL BE PRESSURE TREATED AND BOLTED TO CONCRETE OR MASONRY WITH GALVANIZED
OR STAINLESS STEEL ANCHORS AS INDICATED ON THE DRAWINGS.
18. ALL BOLT HEADS AND NUTS WHICH BEAR AGAISNT THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH METAL
WASHERS (1/4"x3"x3" MIN).
19. ALL 1/2" DIAMETER AND LARGER BOLTS CALLED OUT ON DRAWINGS, INCLUDING ANCHOR BOLTS (A.B.) SHALL HAVE
STEEL SQUARE PLATE WASHERS AS LISTED BELOW UNDER THE HEAD AND/OR NUT BEARING ON WOOD. (ALL ANCHOR
BOLTS SHALL BE 12" LONG, UNLESS NOTED OTHERWISE.
20. ALL ANCHOR BOLTS OR ANY OTHER BOLT ANCHORING THE FOUNDATION SILL PLATE SHALL HAVE STEEL SQUARE PLATE
WASHERS PER THE BELWO SCHEDULE BETWEEN THE FOUNDATION SILL PLATE AND THE NUT (UNO).
21. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR
ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HARDWARE SHALL BE FULLY
NAILED FOR MAXIMUM CAPACITY, UNLESS NOTED OTHERWISE.
22. LAG BOLTS (LAG SCREWS): PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR
SMOOTH SHANK PORTION.
23. ALL NAILS CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS. MINIMUM NAILING REQUIREMENTS OUTLINED IN
TABLE 2304.10.1 SHALL BE FOLLOWED UNLESS OTHERWISE NOTED.
24. RETIGHTEN BOLTS BEFORE CLOSING-IN
25. ALL HOLD DOWN ANCHORS AND ALL OTHER ANCHORS AND MISCELLANEOUS METAL HANGERS ARE BY SIMPSON OR
APPROVED EQUAL.
DIMENSIONAL LUMBER
USE SPECIES GRADE MOISTURE
CONTENT
LUMBER 2" TO 4" THICK x 5" OR WIDER
(JOISTS/RAFTERS)
DOUGLAS
FIR-LARCH #2 & BETTER KD (15%)
LUMBER 2" TO 3" THICK x 4" TO 6" WIDE
(STUDS)
DOUGLAS
FIR-LARCH #2 & BETTER KD (15%)
LUMBER 5x5 AND GREATER (BEAMS)DOUGLAS
FIR-LARCH #1 S-DRY (19%)
LUMBER 5x5 AND GREATER (POSTS)DOUGLAS
FIR-LARCH #1 S-DRY (19%)
WASHER - THICKNESS
WASHER - WIDTH SQUARE
BOLT DIAMETER
5/16"5/16"
3"
1/2" 5/8"
7/16"3/8"
3 1/2"
3/4" 7/8"
1/2"
4"
1"
3" 3"
WASHER - THICKNESS
WASHER - WIDTH
BOLT DIAMETER
2 3/4"
5/16"1/4"
2 1/2"
1/2" 5/8"
7/16"3/8"
3"3 1/2"
3/4" 7/8"
1/2"
4"
1"
WOODWOOD (CONT'D)
1. DESIGN OF ANCHORAGE AND SEISMIC BRACING FOR ALL MEP EQUIPMENT ARE DELEGATED DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF VERTICAL GRAVITY
SUPPORT, SEISMIC RESTRAINT, AND ANCHORAGE TO PRIMARY STRUCTURE OF ALL MEP EQUIPMENT,
INCLUDING AIR TERMINAL UNITS AND SOUND TRAPS, EXCEPT AS OTHERWISE SPECIFIED ON THE CONTRACT
DOCUMENTS. DESIGN SHALL BE CAPABLE OF MITIGATING VIBRATIONS AND RESISTING DEAD AND THERMAL
LOADS, AS WELL AS THE LOAD AND RELATIVE DISPLACEMENT EFFECTS PRESCRIBED BY ASCE 7-16, CH. 13.
RELEVANT SEISMIC PARAMETERS AND COEFFICIENTS ARE INDICATED ON THESE DRAWINGS. APPROPRIATE
COMPONENT COEFFICIENTS SHALL BE DETERMINED BY THE CONTRACTOR PER ASCE 7-16, CH. 13. DESIGN
SHALL BE SUBMITTED TO THE ARCHITECT FOR GENERAL CONFORMANCE REVIEW.
3. CONTRACTOR SHALL VERIFY THAT ACTUAL PROCURED EQUIPMENT SPECIFICATIONS CONFORM TO DETAILS
SHOWN ON THESE DRAWINGS (E.G. WEIGHT, SIZE, LOCATIONS, ETC.). WHEN DISCREPANCIES ARE DISCOVERED,
CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR
INSTALLATION AND PROVIDE NEW EQUIPMENT SPECIFICATIONS TO ARCHITECT FOR DESIGN TEAM REVIEW AND
APPROVAL.
4. VERTICAL SUPPORT AND SEISMIC RESTRAINT OF UTILITY DISTRIBUTION SYSTEMS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF COMPLETE VERTICAL
GRAVITY SUPPORT, SEISMIC RESTRAINT, AND ANCHORAGE TO THE PRIMARY FRAME FOR ALL UTILITY
DISTRIBUTION AND EQUIPMENT SYSTEMS IN CONFORMANCE WITH THE CODE AND ASCE 7-16, CH. 13,
INCLUDING BUT NOT LIMITED TO:
i. MECHANICAL DUCTWORK AND PIPING
ii. ELECTRICAL CONDUIT
iii. PLUMBING LINES
iv. COMMUNICATION/INFORMATION TECHNOLOGY UTILITIES
v. SPRINKLER SYSTEMS.
B. DESIGN SHALL BE CERTIFIED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND
COMPLETED IN CONFORMANCE WITH REQUIREMENTS INDICATED IN THE PROJECT SPECIFICATIONS,
DRAWINGS, AND THE CODE, UTILIZING THE SEISMIC PARAMETERS AND COEFFICIENTS INDICATED ON
THESE DRAWINGS AND SPECIFIED IN ASCE 7-16.
C. DESIGN SHALL COMPLY WITH THE SEISMIC FORCES AND RELATIVE DISPLACEMENTS REQUIRED BY
ASCE 7-16, SECTION 13.3, UNLESS PRESCRIPTIVE REQUIREMENTS ARE FOLLOWED PER EXCEPTIONS
LISTED FOR:
i. CONDUIT, CABLE TRAY, AND RACEWAYS (ASCE 7-16, SECTION 13.6.5)
ii. DUCT SYSTEMS (ASCE 7-16, SECTION 13.6.6)
iii. PIPING AND TUBING SYSTEMS (ASCE 7-16, SECTION 13.6.7.3)
D. IN-LINE DUCT COMPONENTS WEIGHING 75 LB OR LESS: SMALL TERMINAL UNITS, DAMPERS, LOUVERS,
DIFFUSERS, ETC., THAT ARE NOT BRACED INDEPENDENTLY SHALL BE POSITIVELY ATTACHED WITH
MECHANICAL FASTENERS TO THE RIGID DUCT ON BOTH SIDES. PIPING CONDUIT ATTACHED TO IN-LINE
EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE THE SEISMIC RELATIVE
DISPLACEMENTS OF ASCE 7-16, SECTION 13.3.2.
E. SPACING AND DETAILS OF THE SUPPORT AND BRACING OF FIRE SPRINKLER PIPING SHALL COMPLY WITH
THE GOVERNING EDITION OF NFPA 13 AND ASCE 7-16, SECTION 13.6.7.2, AS MODIFIED BY THE CODE.
F. BRACING AND ANCHORAGE DESIGN MAY BE REFERRED TO A PRE-APPROVED ANCHORAGE SYSTEM AND
THE CONTRACTOR SHALL PROVIDE ENGINEERING DOCUMENTATION, INCLUDING INSTALLATION
GUIDES/MANUALS FOR THE SELECTED PRE-APPROVED SYSTEM, TO THE ARCHITECT AND OWNER'S
REPRESENTATIVE.
G. POST-INSTALLED CONCRETE ANCHOR TYPES AND INSTALLATION REQUIREMENTS SHALL BE AS
SPECIFIED ON THESE DRAWINGS.
H. STORY DRIFT
i. UTILITY DISTRIBUTION SYSTEMS, INCLUDING PIPING, DUCTWORK AND CONDUITS, SHALL BE
DESIGNED TO ACCOMMODATE THE INTER-STORY DRIFT SPECIFIED ON THESE DRAWINGS (SEE
DELEGATED DESIGN NOTES), AS REQUIRED PER ASCE 7-16, SECTION 13.3.2.
ii. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FLEXIBLE CONNECTIONS BETWEEN
UTILITY LINES AND FIXED EQUIPMENT IN CONFORMANCE WITH EQUIPMENT MANUFACTURER'S
RECOMMENDATIONS, AS REQUIRED TO ACCOMMODATE INTER-STORY DRIFT AND FLOOR LIVE
LOAD DEFLECTIONS.
iii. PIPES, DUCTS AND CONDUITS THAT ROUTE WITHIN EXTERIOR WALL FRAMING SHALL NOT IMPEDE
THE DESIGN DRIFT AT EXTERIOR FRAMING SLIP JOINTS. PIPES, DUCTS AND CONDUITS THAT
CROSS EXTERIOR FRAMING SLIP JOINTS SHALL BE DESIGNED AND DETAILED TO ALLOW THE
EXTERIOR FRAMING TO ACCOMMODATE THE DESIGN DISPLACEMENT CRITERIA (SEE “DELEGATED
DESIGN”) AND SHALL, THEMSELVES, ACCOMMODATE THESE DISPLACEMENTS IF THEY ARE
ATTACHED TO ANY ELEMENT OF THE EXTERIOR FRAMING SYSTEM.
EQUIPMENT ANCHORAGE
2-16d AT EACH BEARING
20d AT 32" (813mm) OC AT TOP AND BOTTOM AND
STAGGERED 2-20d AT ENDS AND AT EACH SPLICE
16d AT 24" (610mm) OC
16d AT 16" (406mm) o.c. ALONG EACH EDGE
8d AT 6" (152mm) OC
16d AT 16" (406mm) OC
16d AT 24" (610mm) OC
4-8d, TOENAIL OR 2-16d, END NAIL
3-16d PER 16"(406 mm)
16d AT 16" (406mm) OC
3. 1" X 6" (25mm X 152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
28. FIBERBOARD SHEATHING:
1/2" (12.7mm) OR LESS
27. PANEL SIDING (TO FRAMING) :
1 1/8"-1 1/4" (29mm-32mm)
7/8"-1" (22mm-25mm)
3/4" (19mm) AND LESS
COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING):
1 1/8"-1 1/4" (29mm-32mm)
7/8"-1" (22mm-25mm)
19/32"-3/4" (15mm-19mm)
1/2" (12.7mm) AND LESS
SUBFLOOR AND WALL SHEATHING (TO FRAMING):
26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD:
24. BUILT-UP GIRDER AND BEAMS
23. BUILT-UP CORNER STUDS
22. WIDER THAN 1" X 8" (25mm X 203mm) SHEATHING TO EACH BEARING, FACE NAIL
21. 1" X 8" (25mm X 203mm) SHEATHING OR LESS TO EACH BEARING, FACE NAIL
20. 1" (25mm) BRACE TO EACH STUD AND PLATE, FACE NAIL
19. RAFTER TO PLATE, TOENAIL
18. CEILING JOISTS TO PARELLEL RAFTERS, FACE NAIL
17. CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL
16. CONTINUOUS HEADER TO STUD, TOENAIL
15. CEILING JOISTS TO PLATE, TOENAIL
14. CONTINUOUS HEADER, TWO PIECES
13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
12. RIM JOIST TO TOP PLATE, TOENAIL
11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL
DOUBLE TOP PLATES, LAP SPLICE
10. DOUBLE TOP PLATES, TYPICAL FACE NAIL
9. DOUBLE STUDS, FACE NAIL
7. TOP PLATE TO STUD, END NAIL
SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS
6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
5. 2" (51mm) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
4. WIDER THAN 1" X 6" (25mm X 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL
25/32" (20mm)
29. INTERIOR PANELING
3/8" (9.5mm)
1/4" (6.4mm)
1/2" (12.7mm)
5/8" (16mm)
25. 2" (51mm) PLANKS
8. STUD TO SOLE PLATE
7
2. BRIDGING TO JOIST, TOENAIL EACH END
1. JOIST TO SILL OR GIRDER, TOENAIL
NAILING SCHEDULE
4 5
48d
6d
4d
NO.16 ga
11
10
9
NO.11 ga
NO.16 ga
6d
NO.11 ga
8d
6d
8
9
4
8
6
6
10d OR 8d
8d
6d
10d OR 8d
8d
8d AND 6d
4
4 5
5
5
5
3
3-8d
6d
3-8d
3
2-8d
2-8d
3-8d
3-16d
3-16d
4-8d
2-16d
3-8d
8-16d
2-16d
2-16d
3-8d
2-8d
2-8d
3-8d
NAILING 1
1. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE
CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHERE OTHERWISE STATED.
2. NAILS SPACED AT 6 INCHES (152mm) ON CENTER AT EDGES, 12 INCHES(305mm) AT INTERMEDIATE SUPPORTS EXCEPT 6
INCHES (152mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (1219mm) OR MORE. FOR NAILING OF WOOD
STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS OF THE CODE.
3. COMMON OR DEFORMED SHANK.
4. COMMON
5. DEFORMED SHANK
6. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF THE CODE.
7. FASTENERS SPACED 3 INCHES (76mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152mm) ON CENTER
AT INTERMEDIATE SUPPORTS.
8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAMETER (11mm) HEAD AND 1 1/2-INCH (38mm) LENGTH FOR 1/2"
INCH (12.7mm) SHEATHING AND 1 3/4-INCH (44mm) LENGTH FOR 25/32 -INCH (20mm) SHEATHING CONFORMING TO THE
REQUIREMENTS OF THE CODE.
9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH (11mm) CROWN AND 1 1/8-INCH (29mm) LENGTH FOR 1/2-
INCH (12.7mm) SHEATHING AND 1 1/2-INCH (38mm) LENGTH FOR 25/32 -INCH (20mm) SHEATHING CONFORMING TO
THE REQUIREMENTS OF THE CODE.
10. PANEL SUPPORTS AT 16 INCHES (406mm) [20INCHES (508 mm) IF STRENGTH AXIS DIRECTION OF THE PANEL,
UNLESS OTHERWISE MARKED]. CASING OR FINISH NAILS SPACED 6 INCHES (152mm) ON PANEL EDGES, 12
INCHES (305mm) AT INTERMEDIATE SUPPORTS.
11. PANEL SUPPORT AT 24 INCHES (610mm). CASING OR FINISH NAILS SPACED 6 INCHES (152mm) ON PANEL
EDGES, 12 INCHES (305mm) AT INTERMEDIATE SUPPORTS.
CONNECTION
STRUCTURAL OBSERVATION
1.
2.
3.
4.
STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF
RECORD IN ACCORDANCE WITH SECTION 1704 OF THE CODE.
STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND
CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND
THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND
SPECIFICATION. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR
THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
THE STRUCTURAL ENGINEER OF RECORD SHALL PERFORM THE STRUCTURAL OBSERVATION.
THE CONTRACTOR SHALL COORDINATE AND CALL FOR A PRE-CONSTRUCTION MEETING
BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN,
STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY
INSPECTORS. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR
STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL
LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED
OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST
OBSERVATION REPORT SUBMITTED TO THE PROJECT INSPECTOR.
CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED
FOUNDATIONS
CONCRETE WALLS
STEEL ERECTION
REINF/CONC/ANCHOR BOLTS
REINF/EMBEDS
FRAMING/CONNECTIONS
9. ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A.FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B.FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING
THE SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF
CONCRETE/MASONRY AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL
REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
C. FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT
DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF
CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D. ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED
ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANY
ANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED
CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE
USED FOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR
SEISMIC LOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS
APPROVED FOR SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR
LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE
LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB (400 N).
TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE
1. CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1910 OF THE CODE.
2. WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION
SERVICES REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED
TORQUE SHALL BE APPLIED WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION
TORQUE SHALL NOT BE EXCEEDED.
3. THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED
PER CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR,
ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS,
ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION
TORQUE.
4. TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:
A.TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE
MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE
TENSION TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF
THE ANCHOR (0.8 As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS
FOR ADHESIVE ANCHORS.
B.THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC
REPORT.
5. TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF
THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR
AND ENFORCEMENT AGENCY.
6. THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.
7. TEST FREQUENCY:
APPLICATION QUANTITY
STRUCTURAL 100% OF BOLTS
NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP
(SUCH AS EQUIPMENT ANCHORAGE) (TEST AT LEAST HALF OF THE ANCHORS IN GROUP)
8. TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A
MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:
A. USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE
ACCEPTABLE;
B.USE OF CALIBRATED SPRING LOADED DEVICES; OR
C. USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.
9. TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE
BASED ON THE ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO
OSHPD. FIELD TESTS SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
A.HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED
DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT
NO DISCERNABLE MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF
THE WASHER UNDER THE NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN
TO FACILITATE THE POSITIONING OF A TENSION TEST COLLAR.
B.TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST
ATTAIN THE SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.
EXCEPTIONS:
·WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.
·THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE
SCREW HEAD.
10. IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME
TRADE, AND NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN
RESUME INITIAL TEST FREQUENCY.
SHEAR DOWELS 25% OF DOWELS (WHERE REQUIREMENTS OF THE
2022 CBC ARE MET)
1. ALL EXPANSION TYPE ANCHORS SHALL CONSIST OF HILTI KWIK BOLT TZ2 CONCRETE ANCHORS PER ICC ESR-4266
REPORT. INSTALLATION SHALL BE IN CONFORMANCE WITH THE ICC REPORT.
2. ALL EPOXY TYPE ANCHORS SHALL CONSIST OF HILTI HIT HY-200 HYBRID ADHESIVE USED IN CONJUNCTION WITH
DEFORMED REINFORCING BARS PER ICC REPORT ESR-3187. INSTALLATION OF ANCHORS SHALL BE IN CONFORMANCE
WITH THE ICC REPORT.
3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND
CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.
4. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR
TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, PREDRILLED HOLE DIMENSIONS,
ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE.
5. TEST ALL POST-INSTALLED ANCHORS AS REQUIRED PER SECTION 1705 OF THE CODE.
6. ALL WEDGE ANCHORS SHALL BE CARBON STEEL, UNO. USE STAINLESS STEEL ANCHORS IN EXTERIOR EXPOSURE AND
DAMP ENVIRONMENTS.
7. INSTALL POST-INSTALLED ANCHORS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS DEFINED
IN THE ASSOCIATED IAPMO UES ER OR ICC ESR.
8. USE ONLY NON-REBAR CUTTING DRILL BITS TO DRILL HOLES IN CONCRETE, WHERE EXISTING CONCRETE IS DAMAGED
AND/OR DRILLED HOLES ABANDONED, THE DAMAGED CONCRETE OR ABANDONED HOLES SHALL BE REPAIRED OR
FILLED WITH NON-SHRINK GROUT, RESPECTIVELY, BRING EACH CONDITION TO THE ATTENTION OF THE ARCHITECT,
SEOR, AND UNIVERSITY BEFORE IMPLEMENTING REPAIRS.
POST INSTALLED CONCRETE ANCHORS
1. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS INSPECTION BY A
PROJECT INSPECTOR APPROVED BY THE JURISDICTION.
A. CONCRETE.
B. BOLTS INSTALLED IN CONCRETE.
C. PLACING OF REINFORCING STEEL.
D. ALL STRUCTURAL WELDING, INCLUDING REINFORCING STEEL.
E. EXPANSION ANCHORS.
F. EPOXY ANCHORS.
G. POWDER ACTUATED FASTENERS/SHOT PINS.
H. HIGH STRENGTH BOLTS.
I. SEE GEOTECHNICAL ENGINEER'S REPORT FOR SPECIFIC INSPECTION REQUIREMENTS
BY A SOILS ENGINEER REPRESENTATIVE.
J. INSTALLATION OF METAL DECK HEADED STUDS.
K. NONDESTRUCTIVE TEST OF ALL CJP GROOVE WELDS.
2. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS
STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS.
SPECIAL INSPECTIONS
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
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2308
GENERAL
NOTES
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S0.03
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
No.Description Date
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
BUILDING B
BUILDING A
N
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
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2
0
2
2
h
o
s
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d
b
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L
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2/
1
2
/
2
0
2
5
1
2
:
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3
:
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1
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/
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3
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8
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0
0
1
7
5
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S
A
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_
K
P
F
F
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2
2
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rv
t
2308
SITE PLAN
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S1.00
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 3/16" = 1'-0"1 STRUCTURAL REFERENCE SITE PLAN
3
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
S S
S
S
S S
S
S
15' -6"
A
10' -
9"
B
14' -
1"
B
11' -
9"
B
26' -1"
A
32' -4"
A
27' -
5"
B
S S
R2
S1
S3
S4
V4
V5
Y2
R1
S2
R2
S1
S3
S4
R1
S2
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
37' - 3 1/4"
6x8
CONT 30" WIDE x 18"
DEEP FOOTINGS, TYP
CENTER ON WALL
6x10
6x10
6x10
5" SLAB ON GRADE W/ #4 @ 12"
OC EA WAY AT MID-DEPTH
8x10
8x10
6x10
6x6
6x8
STUDS 2x6 @ 16" OC,
TYP, UNO
PROVIDE WOOD SHEATHING,
TYPE A PER 1/S6.06
TYP AT NON SHEAR WALL
T.O. SLAB EL = 0' - 0"
6x6
STUDS 2x6@16" OC,
BRACED @ 3RD POINT, MIN
STUDS 2x10 @ 16" OC,
TYP ALONG THIS GRID
6x6
6x6
6x6
HD4
HD1
HD4
HD4
HD4
HD1
HD1
HD2
HD2
HD2
HD2
HD1
HD1
HD1
N
TOF= -1' - 0"
TOF= -1' - 0"
VIF
18' - 2 1/2"
VIF
17' - 9 "
VIF
17' - 9"
VIF
16' - 1 1/2"
VIF
18' - 2 "
8
S5.01
TYP AT EXT
9
S5.01
VIF
17' - 9 "
6x6
6x10
1' - 6"
4' - 0"
TOF= -1' - 6"TOS= -1' - 0"
TOS= -1' - 0"
3
TOF= -1' - 0"
TOF= -1' - 0"
1' - 6"
4' - 0"
3
TOS= -2' - 0"
FOUNDATION LEGEND:
INDICATES STEPPED FOOTING PER DETAIL
INDICATES TOP OF CONCRETE SLAB ELEVATION, UNO
ON PLANS. VERIFY ALL SLAB ELEVATIONS WITH
ARCHITECTURAL AND CIVIL DRAWINGS.
INDICATES TOP OF FOOTING ELEVATION. TOP OF
FOOTING SHALL BE 0' - 6" BELOW ADJACENT
GRADE, UNLESS NOTED OTHERWISE.
INDICATES STEP IN SLAB PER
STEP AT UNDERSIDE OF SLAB NOT SHOWN FOR CLARITY.
STEP LOCATIONS AND EXTENTS PER ARCH
INDICATED SOG SLOPE CHANGE PER CIVIL AND ARCH
INDICATES CONCRETE FOOTING BELOW PER .
T.O. SLAB
EL=XX'-XX"
-TEXT"
1.SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DRAINS, CURBS, ELEVATIONS
AND DIMENSIONS NOT SHOWN.
2. SEE SHEETS S0.02 THROUGH S0.03 FOR GENERAL NOTES.
3. SEE GEOTECHNICAL REPORT FOR SOIL PREPARATION REQUIREMENTS AND
EXCAVATION INSPECTION REQUIREMENTS.
4. SEE CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
LOCATION OF TRENCHES, FLOOR SINKS, AND UNDERGROUND UTILITIES.
5. SEE SHEETS S5.0X SHEET SERIES -FOR TYPICAL CONCRETE AND
FOUNDATION DETAILS.
6. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE PER DETAIL .
7. FOR SOIL BASE UNDER THE SLAB ON GRADE, REFER TO GEOTECHNICAL
REPORT.
8. GEOTECHNICAL ENGINEER SHALL OBSERVE FOOTING EXCAVATIONS PRIOR TO
PLACEMENT OF REINFORCING STEEL.
FOUNDATION PLAN NOTES:
/6 S5.01
/7 S5.01.
/8 S5.01
TOF= X' - X"
/1 S5.02.
3
WOOD AND STEEL FRAMING LEGEND:
INDICATES NON-STRUCTURAL PARTITION
WALLS PER ARCH.
INDICATES WOOD POST.
P#
INDICATES SHEAR WALLS ABOVE. SEE SHEET
FOR PLYWOOD SHEATHING DESIGNATION.
XX INDICATES STRUCTURAL SHEAR WALL
COMPRESSION POSTS & HOLDDOWN
PER SCHEDULE ON
WOOD STEEL FRAMING NOTES:
FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01.
FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS.
VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES,
DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND
MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION.
FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES
AND OPENINGS, SEE ARCHITECTURAL DRAWINGS.
ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL
DRAWINGS.
PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS.
1.
2.
3.
10.
6.
HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR
TO ENCLOSURE.
4.
ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD
FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY.
5.
TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO.
ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO.
8.
INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE
CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE.
9.
TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.7.
INDICATES HEADER BEAM PER DETAIL
AND SCHEDULE ON &
NOT ALL HEADERS ARE SHOWN ON PLAN
HDR
/1 S6.05
1/-/2 S6.03
X /1 S6.06
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
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s
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b
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L
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2/
1
2
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2
0
2
5
1
2
:
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3
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2
P
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8
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7
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S
A
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F
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2
2
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r
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2308
FOUNDATION
FRAMING PLAN
- BUILDING A
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S1.01A
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 FOUNDATION PLAN - BUILDING A
3
No.Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
S S
U6
U1
V1
V2
V4
V5
Y1
X1
Y2
X2 X3
U5
U4
U3
U2
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
21' - 3"9' - 10"
10' -
4 3/8"
11' -
6 3/8"
11' -
6 3/8"
10' -
5 5/8"
21
'
-
3
"
TOF= -1' - 6"
SLOPED HSS 7.625x0.375
TOF= -1' - 6"
18"-DEEP x 6'-0" WIDE
COMBINED FTG
SLOPED HSS 7.625x0.375
30"-DEEP x 4'-6"-WIDE CONT FTG
CTR ON SHEAR WALLS, TYP, UNO
W/ (7) #6 LONGITUDINAL T&B &
#6 @ 9" OC TRANSVERSE T&B, TYP UNO
2'
-
3
"
6'
-
7
3
/
8
"
TOF= -1' - 6"
SLOPED HSS 7.625x0.375
18" THK x 5'-0" WIDE
COMBINED FTGTOF= -1' - 6"
3' - 0"6' - 0"6' - 11"8' - 0"
TOF= -2' - 6"
T.O. SLAB EL = 0' - 0"
5" SLAB ON GRADE W/
#4 @ 12" OC EA WAY
AT MID-HEIGHT
1
S2.01
2
S2.01
8' - 11 1/2"
TOF= -1' - 6"
3' - 8"
N
6' - 4"
HSS6x6x1/4
4' - 9"
2' - 0"
TYP, UNO
CL FTG
6"
2' - 3"
TOF= -1' - 6"
T/ELEVATOR PIT
EL = -4' - 0"
TYP
3' - 0"
F2
F2
F3
F1
F2
F3
2'
-
8
"
2'
-
3
3
/
8
"
1'
-
1
0
3
/
4
"
19' - 9"
4"
CL
W
A
L
L
5'
-
7
1
/
2
"
4"4"
CL
W
A
L
L
CL
W
A
L
L
CL WALL
4"
6' - 10 1/2"11' - 10"28' - 1 1/2"
20
'
-
7
"
CL
W
A
L
L
4"
15' - 2 1/2"
2' - 3"
CL WALL CL WALL
3' - 0 1/2"CL
W
A
L
L
4'
-
7
3
/
8
"
TOF= -1' - 6"
-1
1
/
1
6
"
-3
/
4
"
2' - 5 3/4"
7
S5.01
TYP AT SOG
DEPRESSION
5
S5.02
X4
46' - 10"
4' - 8" 4"
V3
3
3
9' - 2"
1' - 11"
3'
-
3
"
5'
-
2
"
3
'
-
0
1
/
2
"
1
'
-
6
"
-3/4"
HSS6x6x1/4 AT
SAFETY BEAM,
TYP
HSS10x6x1/4 AT
GUIDE RAIL,
SUPPORT TYP
3
3
3
3
S5.11
7
310"
10"
1.SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DRAINS, CURBS, ELEVATIONS
AND DIMENSIONS NOT SHOWN.
2. SEE SHEETS S0.02 THROUGH S0.03 FOR GENERAL NOTES.
3. SEE GEOTECHNICAL REPORT FOR SOIL PREPARATION REQUIREMENTS AND
EXCAVATION INSPECTION REQUIREMENTS.
4. SEE CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
LOCATION OF TRENCHES, FLOOR SINKS, AND UNDERGROUND UTILITIES.
5. SEE SHEETS FOR CONCRETE SHEAR WALL SCHEDULE AND DETAILS.
6. SEE SHEET S5.0X SHEET SERIES -FOR TYPICAL CONCRETE AND FOUNDATION
DETAILS.
7. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE PER DETAIL .
8. FOR SOIL BASE UNDER THE SLAB ON GRADE, REFER TO GEOTECHNICAL
REPORT.
9. GEOTECHNICAL ENGINEER SHALL OBSERVE FOOTING EXCAVATIONS PRIOR TO
PLACEMENT OF REINFORCING STEEL.
11.SEE MEP DRAWING FOR THE EXACT LOCATION OF MEP EQ AND OPENING.
FOUNDATION PLAN NOTES:
FOUNDATION LEGEND:
INDICATES STEPPED FOOTING PER DETAIL .
INDICATES TOP OF CONCRETE SLAB ELEVATION, UNO
ON PLANS. VERIFY ALL SLAB ELEVATIONS WITH
ARCHITECTURAL AND CIVIL DRAWINGS.
INDICATES TOP OF FOOTING ELEVATION. TOP OF
FOOTING SHALL BE 1'-6" BELOW ADJACENT
GRADE, UNLESS NOTED OTHERWISE.
INDICATES STEP IN SLAB PER
STEP AT UNDERSIDE OF SLAB NOT SHOWN FOR CLARITY.
STEP LOCATIONS AND EXTENTS PER ARCH
INDICATED SOG SLOPE CHANGE PER CIVIL AND ARCH
8"-THK CIP CONC BEARING SHEAR WALL , UNO.
INDICATES CONCRETE FOOTING BELOW PER
HSS POST
SPREAD FOOTING PER
T.O. SLAB
EL=XX'-XX"
-TEXT"
/6 S5.01
/1 S5.02
/7 S5.01
/1 S5.11
TOF= X' - X"
F#/4 S5.02
3
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/
1
2
/
2
0
2
5
1
2
:
0
3
:
2
3
P
M
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t
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s
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D
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/
2
3
0
8
_
S
A
Z
_
H
i
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2
3
0
0
1
7
5
_
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K
P
F
F
_
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2
2
.
r
v
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2308
FOUNDATION
FRAMING PLAN
- BUILDING B
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S1.01B
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 FOUNDATION PLAN - BUILDING B
No.Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
R2
S1
S3
S4
R1
S2
9' - 11 3/4"
25' - 1 1/2"
39' - 7 1/4"
37' - 3 1/4"
0"
HEADER
2x6 @ 24" OC
HEADER
0"
HEADER
FC
200 LBS MAX
1/2" PLYWOOD
SHEATHING AT ROOF
(TYPE A) (BLK)
(2) GLB AT OPERABLE
PARTITION POCKET.
LOC PER ARCH, 8'-0" MAX OC
2x6 @ 24" OC, TYP
PARAPET
PARAPET
N
5.5 x 22.5 DF/DF 28F-V8 GLB HEADER
8.75x22.5 DF/DF 24F-V8 GLB HEADER
DOWN
SLOPE PER ARCH
EL = 19' - 3"
1A
S6.04
7
S6.22
SIM, TYP
AT EXT
1B
S6.04
HEADER
EL = 14' - 5"
5.5 x 22.5 DF/DF 24F-V8 GLB HEADER
EQ SPACED (8FT MAX), TYP, UNO
3
8.75x22.5 DF/DF 24F-V8 GLB HEADER
3
11
S6.22
SIM
PARAPET
3
PARAPET
3
3 3
5.125x22.5DF/DF 24F-V8 GLB GIRDERS
9' - 6 1/2"
TOP OF ROOF
PLYWOOD SHEATHING
TOP OF ROOF
PLYWOOD SHEATHING
3
T.O. STEEL
EL = 13' 4 1/4"
W10x45, SUPPORTING
OPERABLE PARTITION
3
S6.02
TYP
3
3
3
VIF
WOOD AND STEEL FRAMING NOTES:
FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01.
FOR GENERAL NOTES, SEE SHEETS S0.02 THROUGH S0.03
FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS.
VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES,
DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND
MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION.
FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES
AND OPENINGS, SEE ARCHITECTURAL DRAWINGS.
ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL
DRAWINGS.
PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS.
1.
2.
3.
10.
6.
HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR
TO ENCLOSURE.
4.
ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD
FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY.
5.
TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO.
ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO.
8.
INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE
CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE.
9.
TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.7.
WOOD AND STEEL FRAMING LEGEND:
INDICATES WOOD POST OR STEEL POST
BELOW. UNO SEE POST SCHEDULE, BELOW.OR
P# PS#
HEAVY MEP EQUIPMENT AREA ON ROOF.
BEARING WALL TYPES AS NOTED ON PLAN.
INDICATES STRUCTURAL SHEAR WALL
COMPRESSION POSTS SEE LVL BELOW.
INDICATES HEADER BEAM PER DETAIL
AND SCHEDULE ON 1 &
NOT ALL HEADERS ARE SHOWN ON PLAN.
HDR /2 S6.03.
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
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b
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L
O
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2/
1
2
/
2
0
2
5
1
2
:
0
3
:
2
3
P
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D
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3
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_
S
A
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_
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1
7
5
_
S
A
Z
_
K
P
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2
2
.
rv
t
2308
ROOF
FRAMING PLAN
- BUILDING A
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S1.02A
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 ROOF FRAMING PLAN - BUILDING A
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
D-1
U6
U1
V1
V2
V4
V5
Y1
X1
Y2
X2 X3
U5
U4
U3
U2
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
21' - 3" 9' - 10" 46' - 10"
10' - 4 3/8"
11' - 6 3/8"
11' - 6 3/8"
10' - 5 5/8"
ROUND HSS
SLOPED
POST BELOW
ROUND HSS SLOPED
POST BELOW
5' - 5 1/8"
TO SLAB ELEV 12'-11 1/2"
TOS ELEV 12'-5 1/4"
TO WALL ELEV 12' - 5 1/4"
TYP, UNO
1
S2.01
2
S2.01
W
1
6
x
2
6
W
1
6
x
2
6
W14x22
W18x60
W14x22
W18x35
W18x35
W18x35
W18x35
W14x22
W18x35
W18x35
W18x35
W16x31
W18x35
W14x22
W18x35
W16x26
W16x26
W18x40
W16x26
W14x22
W18x35
W18x40
W16x26
W16x26
W18x35
W14x22
W18x40
W16x26
W18x50
W14x22
W18x35
W16x26
W18x35
W18x35
W14x22
W14x22
W14x22
W18x35
3' - 1"
5' - 5 3/8"
6
' -
0"
6
' - 0"
N
W14x22
POST BLW
POST BLW
POST BLW
W14x22
W14x22
W14x22
W14x22
W14x22
13' - 4 1/4"
W18x40
ALIGNED WITH WOOD
SHEAR WALL ABOVE
W14x22
W14x22
W14x22
W14x22
ALIGNED WITH WOOD
SHEAR WALL ABOVE
ALIGNED WITH WOOD
SHEAR WALL ABOVE
ROUND HSS
SLOPED
POST BELOW
8
S7.11
TYP AT
CONC WALL
-2 1/4"
-2 1/4"
D1
D2
W18x40
8
S5.02
ADDL (2) #4 x 6'-0",
CTR ON BEAM WITHIN
CONCRETE DECK
ADDL (2) #4 x 6'-0",
CTR ON BEAM WITHIN
CONCRETE DECK
8
S5.02
ADDL (2) #4 WITHIN
CONCRETE DECK
X4
W14x22
V3
1
S5.03
8
S7.02
TYP AT WF TO
CONC WALL
W14x22
3
6' - 4"
W14x22
10' - 6"
ELEVATOR HSS POST
PER S1.01B, TYP
3' - 8 1/2"
W14x22
3
6 1/4"
6
S7.12
5
S7.12
3
3
6 1/2"3
3
3
3
MAX UNSHORED SPAN
FOR SINGLE SPAN IS
8'-10" PER 1/S7.11
3
3
3
S7.12
3
S7.126
6
(-/+X")
-TEXT"
T.O.SLAB= X'-X"
T.O.STEEL = X'-X"
TYPICAL STEEL FRAMING LEGEND:
INDICATES TOP OF SLAB ELEVATION IF
DIFFERS FROM PLAN NOTES.
INDICATES TOP OF STEEL ELEVATION IF
DIFFERS FROM PLAN NOTES.
INDICATES TOP OF STEEL BEAM RELATIVE
THE REFERENCED T.O.STEEL ELEVATION.
INDICATES FLOOR ELEVATION CHANGE.
INDICATES DECK TYPE. SEE DETAIL
INDICATES DRAG CONNECTION SEE
SCHEDULE ON DETAIL
INDICATES FULL HEIGHT STIFFENER
PER DETAIL
INDICATES GRAVITY (NON-SEISMIC) MOMENT
CONNECTION SEE DETAILS 1 &
INDICATES BEAM BOTTOM FLANGE BRACE
PER DETAIL
INDICATES OPENING TO SLAB ON METAL
DECK PER ARCH.
INDICATES FULL BOTTOM FLANGE LATERAL
SUPPORT PER DETAIL
/3 S7.01.
/1 S7.11.
/2 S7.01.
/7 S7.01.
/7 S7.02.
/2 S7.01.
1. SEE SHEET ARCHITECTURAL DWGS FOR GRID DIMENSIONS & HORIZONTAL CONTROL.
2. SEE S0.01 FOR SYMBOLS AND ABBREVIATIONS.
3. SEE S0.0X SERIES SHEETS FOR GENERAL NOTES.
4. SEE S7.0X SERIES SHEETS FOR TYPICAL STEEL DETAILS.
5. SEE S7.1X SERIES SHEETS FOR STEEL DECK AND EDGE OF SLAB DETAILS.
6. PROVIDE 1 WELDED HEADED SHEAR STUD PER FOOT FOR ALL GRAVITY BEAM, UNO.
7. ALL BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMNS UNLESS NOTED OTHERWISE.
8. BEAMS AROUND INTERIOR OPENINGS ARE 1'-0" FROM EDGE OF OPENING, UNO.
9. FOR BALANCE OF ELEVATOR SHAFT & GUIDERAIL SUPPORT STEEL SEE
10. SEE ARCHITECTURAL DWGS FOR FLOOR OPENING AND DIMENSIONS AND FOR EDGE OF SLAB.
11. T.O. STEEL OF INFILL BEAMS TO MATCH BOTTOM OF DECK @ SUPPORTING BEAMS/GIRDERS UNO.
TYPICAL STEEL FRAMING NOTES:
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
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v
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2
0
2
2
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4
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2
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2
5
2
:
2
4
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2
2
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2
3
0
0
1
7
5
_
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_
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2
2
.
rv
t
2308
LEVEL 2 CMD +
STEEL
FRAMING PLAN
- BUILDING B
PLAN CHECK
SUBMITTAL 0
S1.02B
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 LEVEL 2 CMD + STEEL FRAMING PLAN - BUILDING B
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
6 PLAN CHECK SUBMITTAL 03 04-28-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
/1 /20252814
3
APRIL 28, 2025
5' -0"
A
12' -11"
A
16' -6"
A
6' -7"
A
6' -
0"
A
11' -
6"
A
6' -
1"
A
6' -8"
A
5' -
4"
A
25' -
0"
A
10' -
11"
A
11' -
3"
A
6' -6"
A
6' -0"
A
6' -0"
A
5' -9"
A
10' -
0"
A
5' -0"
A
10' -3"
A
6' -6"
A
14' -0"
A
11' -9"
A
7' -8"
A
12' -1"
A
12' -8"
A
11' -
0"
A
10' -
6"
A
U6
U1
V1
V2
V4
V5
Y1
Y2
U5
U4
U3
U2
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
HD1
1
S2.01
2
S2.01
HD1
HD1
N
6x8 POST
6' - 7 1/2"
6x8 POST
6x8 POST
4
S7.02
TYP AT
HOLDDOWN
PROVIDE WOOD SHEATHING TYPE A
PER 1/S6.06, TYP AT NON-SHEAR WALL
STUDS 2x6 @ 16" OC, TYP
AT ALL SHEAR WALLS AND
BEARING WALLS, UNO
NON-BEARING
PARTITION,
SEE 2/S6.04
STUDS 2x6 @ 16" OC,
TYP AT EXT WALLS
V3
6
S6.04
6
S6.04
6
S6.04
6x811' - 7"POST
ELEVATOR HSS POST
PER S1.01B, TYP
3
3
WOOD AND STEEL FRAMING LEGEND:
INDICATES NON-STRUCTURAL PARTITION
WALLS PER ARCH.
INDICATES WOOD POST OR STEEL POST
BELOW. UNO SEE POST SCHEDULE,
BELOW.
OR
P# PS#
HEAVY MEP EQUIPMENT AREA ON ROOF.
BEARING WALL TYPES AS NOTED ON PLAN.
ACCESSIBLE ROOF DECK WITH PLANTERS
AREA ON ROOF. BEARING WALL TYPES AS
NOTED ON PLAN.
INDICATES SHEAR WALLS ABOVE. SEE SHEET
FOR PLYWOOD SHEATHING DESIGNATION.
X INDICATES STRUCTURAL SHEAR WALL
COMPRESSION POSTS & HOLDDOWN
PER SCHEDULE ON 1/S6.05
WOOD AND STEEL FRAMING NOTES:
FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01.
FOR GENERAL NOTES, SEE SHEETS S-002 THRUGH S-0006.
FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS.
VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES,
DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND
MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION.
FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES
AND OPENINGS, SEE ARCHITECTURAL DRAWINGS.
ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL
DRAWINGS.
PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS.
1.
2.
3.
11.
7.
HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR
TO ENCLOSURE.
5.
ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD
FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY.
6.
TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO.
ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO.
9.
INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE
CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE.
10.
TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.8.
VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURER
PRIOR TO CONSTRUCTION.
4.
X
/1 S6.06
3
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
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v
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2
0
2
2
h
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2/
1
2
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2
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2
5
1
2
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3
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2
4
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2308
LEVEL 2 WOOD
FRAMING PLAN
- BUILDING B
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S1.03B
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 LEVEL 2 WOOD FRAMING PLAN - BUILDING B
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
U6
U1
V1
V2
V4
V5U5
U4
U3
U2
24' - 3 3/4"
7' - 7 1/4"
23' - 5 5/8"
20' - 4 7/8"
5' - 5 1/8"
10' - 4 3/8"
23' - 0 3/4"
10' - 5 5/8"
HEADER
HEADER
HEADER
HEADER
TJI HEADER
TJI HEADER
11 7/8" DEEP TJI
@ 24" OC
6x16 HEADER
11 7/8" DEEP TJI
@ 24" OC
6x16 HEADER
HEADER
HEADER
11 7/8" DEEP TJI
@ 24" OC HEADER
PARAPET
HEADER
HEADER
HEADER
16" DEEP TJI
@ 24" OC
TJI HEADER
TJI HEADER
PARAPET
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
T/PARAPET
ELEV = VARIES
T/PARAPET
ELEV = VARIES
11 7/8" DEEP
TJI @ 24" OC
TJI HEADER
1
S2.01
2
S2.01
N
4
S6.22
TYP AT
EXT
7
S6.22
TYP AT
EXT
11
S6.22
TYP AT
INTERIOR
10
S6.22
TYP AT
INTERIOR
HEADER
HEADER
HEADER
6x16 HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
V3
SLOPE PER ARCHDOWN
ELEVATOR HSS POST
PER S1.01B, TYP
3
3
EL = 27' - 8 1/2"
TOP OF ROOF
PLYWOOD SHEATHING
EL = 22' - 8 1/2"
TOP OF ROOF
PLYWOOD SHEATHING
3
3
AC
150 LBS MAX
ADDL 16" DEEP TJI @
24" OC UNDER EQ
3
WOOD AND STEEL FRAMING LEGEND:
INDICATES WOOD POST OR STEEL POST
BELOW. UNO SEE POST SCHEDULE,
BELOW.
OR
P# PS#
HEAVY MEP EQUIPMENT AREA ON ROOF.
BEARING WALL TYPES AS NOTED ON PLAN.
ACCESSIBLE ROOF DECK WITH PLANTERS
AREA ON ROOF. BEARING WALL TYPES AS
NOTED ON PLAN.
INDICATES SHEAR WALLS BELOW.
INDICATES STRUCTURAL SHEAR WALL
COMPRESSION POSTS SEE LEVEL BELOW
INDICATES EXTERIOR BEARING WALL STUD TYPE
FOR WALL BELOW.
INDICATES INTERIOR BEARING WALL STUD TYPE
FOR WALL BELOW.
WX#
W#
WOOD AND STEEL FRAMING NOTES:
FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01.
FOR GENERAL NOTES, SEE SHEETS S-002 THRUGH S-0006.
FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS.
VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES,
DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND
MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION.
FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES
AND OPENINGS, SEE ARCHITECTURAL DRAWINGS.
ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL
DRAWINGS.
PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS.
1.
2.
3.
11.
7.
HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR
TO ENCLOSURE.
5.
ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD
FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY.
6.
TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO.
ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO.
9.
INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE
CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE PER .
10.
TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.8.
INDICATES HEADER BEAM PER DETAIL
AND SCHEDULE ON 1 & 2/S6.03
NOT ALL HEADERS ARE SHOWN ON PLAN
HEADER
VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURER
PRIOR TO CONSTRUCTION.
4.
V4
V5
U5
U4
7' - 7 1/4"
HOIST BEAM, W8x28,
TYP. LOCATION PER
ELEVATOR MFR.
SEE 10/S7.02 FOR
CONN TO HSS POST
1/2" PLYWOOD
SHEATHING AT ROOF
(TYPE A) (BLK)
ELEVATOR HSS POST
PER S1.01B, TYP
SLOPE
PER ARCH
5
S6.30
ROOF JOIST
2x6 @ 16" OC
6
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
CLIEN
ARCHITEC
CONSULTANT
AC
C
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2
2
h
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rv
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2308
ROOF
FRAMING PLAN
- BUILDING B
PLAN CHECK
SUBMITTAL 0
S1.04B
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 ROOF FRAMING PLAN - BUILDING B
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
6 PLAN CHECK SUBMITTAL 03 04-28-2025
SCALE : 1/4" = 1'-0"1A ROOF POP-OUT AT ELEVATOR
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
/1 /20252814
APRIL 28, 2025
3
LEVEL 01
0' -0"
V1V2V4V5
FTG PER PLAN
SLOPED POST
PER PLAN
SLOPED POST
PER PLAN
CONC FILLED
METAL DECK PER
PLAN
EDGE BEAM
PER PLAN
BOTTOM/GIRDER
W18x PER PLAN2
TYP
1
WP
PERP CANTILEVER
PER PLAN
S7.02
6
TYP
S7.02
3
TYP
T.O. ROOF
30' -8 1/2"
LEVEL 02
12' -11 1/2"
CL
B
E
A
M
V3
LEVEL 01
0' -0"
U6 U5
FTG PER PLAN
SLOPED POST
PER PLAN
WP
PER PLAN
BOTTOM/GIRDER
W18x PER PLAN
CONC FILLED METAL
DECK PER PLAN
2
TYP
1
CL
B
E
A
M
S7.02
5
S7.02
6
TYP AT SLOPED
HSS COL
S7.02
3
TYP
T.O. ROOF
30' -8 1/2"
LEVEL 02
12' -11 1/2"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
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1
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2
0
2
5
1
2
:
0
3
:
2
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8
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S
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2308
BUILDING B
ELEVATION
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S2.01
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1/4" = 1'-0"1 BUILDING B SOUTH ELEVATION 01
SCALE : 1/4" = 1'-0"2 BUILDING B WEST ELEVATION 01
ELEVATOR PIT
PER PLAN
No. Description Date
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
REBAR LAP SPLICE LENGTH SCHEDULE
BAR
SIZE
LAP
CLASS
NORMAL WEIGHT CONCRETE
f'c = 4000 psi f'c = 5000 psi
Top Bars Other Bars Top Bars Other Bars
Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2
3
A 1'-5" 2'-1" 1'-1" 1'-8"
B 1'-10" 2'-9" 1'-5" 2'-1"
4
A 1'-11" 2'-10" 1'-5" 2'-2"
B 2'-5" 3'-8" 1'-11" 2'-10"
5
A 2'-4" 3'-6"
B 3'-0" 4'-6"
6
A 3'-11" 4'-2"
B 3'-7" 5'-5"
7
A 4'-8" 6'-1"
B 5'-3" 7'-11" 4'-1" 4'-8"
8
A 4'-8" 6'-11" 3'-7" 5'-4"
B 6'-0" 9'-0" 4'-8" 6'-11"
9
A 5'-3" 7'-10" 4'-0" 6'-0"
B 6'-9" 10'-2" 5'-3" 7'-10"
10
A 5'-11" 8'-10" 5'-6" 7'-9"
B 7'-8" 11'-5" 5'-11" 8'-10"
11
A 6'-6" 9'-9" 5'-0" 7'-6"
B 8'-6" 12'-8" 6'-6" 9'-9"
1'-7" 2'-4" 1'-3" 1'-10"
2'-1" 3'-1" 1'-7" 2'-4"
2'-1" 3'-1" 1'-7" 2'-5"
2'-9" 4'-1" 2'-1" 3'-1"
2'-7" 3'-11" 2'-0" 3'-0"
3'-5" 5'-1" 2'-7" 3'-11"
3'-1" 4'-8" 2'-5" 3'-7"
4'-1" 6'-1" 3'-1" 4'-8"
4'-6" 6'-9" 3'-6" 5'-3"
5'-11" 8'-10" 4'-6" 6'-9"
5'-2" 7'-9" 4'-0" 6'-0"
6'-9" 10'-1" 5'-2" 7'-9"
5'-10" 8'-9" 4'-6" 6'-9"
7'-7" 11'-4" 5'-10" 8'-9"
6'-7" 9'-10" 5'-1" 7'-7"
8'-6" 12'-9" 6'-7" 9'-10"
7'-3" 10'-11" 5'-7" 8'-5"
9'-6" 14'-2" 7'-3" 10'-11"
1'-10" 2'-8"
2'-4" 3'-6"
2'-2" 3'-3"
2'-10" 4'-2"
3'-2" 4'-8"
NOTES:
1. CASES 1 AND 2 WHICH DEPEND ON CLEAR CONCRETE COVER AND THE CENTER-TO-
CENTER SPACING OF THE BARS ARE DEFINED AS:
CASE 1: COVER AT LEAST 1db AND CLEAR SPACING AT LEAST 2db.
CASE 2: COVER LESS THAN 1db OR CLEAR SPACING LESS THAN 2db.
2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST
BELOW THE BARS.
3. OTHER BARS INCLUDE VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12
INCHES OF CONCRETE CAST BELOW HORIZONTAL BARS.
4. BAR SPLICES NOT COVERED BY THIS SCHEDULE ARE SPECIFICALLY DETAILED AND
DIMENSIONED PER PLANS.
5. ALL SPLICES SHALL BE CLASS 'B' UNLESS OTHERWISE ON PLANS.
6. FOR DEVELOPMENT LENGTH, Ld, USE CLASS 'A' LAP SPLICE LENGTH.
7. FOR LAP SPLICES OF BARS IN SHEAR WALLS, REFER TO LAP SPLICE AND DEVELOPMENT
SCHEDULE IN CONCRETE WALL ELEVATIONS.
8. THIS SCHEDULE IS FOR GR 60 REINFORCEMENT.
9. CAN USE 1.25Ld IN LIEU OF NOTE 7 AT SHEAR WALLS.
10. FOR STAGGERED SPLICES, CLEAR SPACING SHOWN IN DIAGRAM MAY BE USED TO
DETERMINE CASE 1 OR CASE 2 PER NOTE 1
3
3
TYPE OF
STANDARD
HOOK
BAR SIZE MINIMUM INSIDE
BEND DIAMETER,
IN
STRAIGHT
EXTENSION [1]
ℓEXT, IN
TYPE OF STANDARD HOOK
90-DEGREE
HOOK
#3 THROUGH
#8 6db
#9
THROUGH
#11
8db
12db
ℓ
EX
T
90° BEND
db
GREATER
OF 4db AND
2.5 IN
ℓEXT
db
180-DEGREE
HOOK
18
0
°
B
E
N
D
DIAMETER
DIAMETER
NOTES:
1. ACI 318-14 TABLE 25.3.2.
2. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM
2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE
SCHEDULE. UNO ON PLANS.
#14 THROUGH
#18 10db
#3
THROUGH
#8
6db
#9 THROUGH
#11 8db
#14
THROUGH
#18 10db
POINT AT WHICH BAR
IS DEVELOPED
ℓdh
POINT AT WHICH
BAR IS DEVELOPED
ℓdh
NORMAL WEIGHT
BAR SIZE
#3
#4
#5
#6
#7
#8
#9
#10
D
2 1/4"5"
3" 8"
3 3/4" 10
4 1/2"12
5 1/4"
6" 1'-4"
9 1/2" 1'-7 1/2"
10 3/4" 1'-10"
LIGHT WEIGHT
5000 5000
0'-7"
0'-9"
0'-11"
1'-1"
1'-3"
1'-5"
1'-8"
1'-10"
0'-9"
1'-0"
1'-2"
1'-5"
1'-8"
1'-11"
2'-1"
2'-5"
STANDARD HOOK DEVELOPMENT LENGTH " "
"l "h
l dh
1'-2"
2" CLR MIN
FACE OF
CONCRETE
2" CLR MIN
FACE OF
CONCRETE
4000
0'-8"
0'-10"
1'-0"
1'-3"
1'-5"
1'-7"
1'-10"
2'-1"
4000
0'-10"
1'-1"
1'-4"
1'-7"
1'-10"
2'-1"
2'-4"
2'-8"
UNO
ls
6"
M
A
X
1
1
/
2
"
M
I
N
1:6 MAXIMUM SHOP OFFSET
BEND AS REQUIRED OR
WHERE SHOWN ON PLANS.
SPACING
CLEAR
NON-CONTACT LAP
SPACING
CLEAR
SPACING
CLEAR
#4 DOWELS TO MATCH SOG
TYP REINF SPACING
TOP OF SLAB
SEE PLAN
2
1
FINISH SURFACE
SEE ARCH FOR
EDGE FINISH
SEE FOR SLAB ON
GRADE SUPPORT INFO
REINF PER PLAN
(CENTERED IN SOG)
/4 S5.01
MIN
8"
LAP SPLICE
CLASS B
PER PLAN
THICKNESS
8" MIN
SEE NOTE 1
NOTES:
1. AT GREENHOUSE, DIMENSION TO BE 1' - 0".
NOTES:
1. REFER TO GEOTECH REPORT FOR ADDITIONAL REQUIREMENTS.
2. CONTRACTOR SHALL TAKE CARE NOT TO PUNCTURE VAPOR RETARDER DURING CONSTRUCTION
OF SLAB ON GRADE.
3. PROVIDE VAPOR RETARDER AT AREAS AND WITH EXTENTS/TERMINATIONS AS SPECIFIED BY ARCH.
4. VAPOR RETARDER AND/OR GRAVEL LAYER MAY BE OMITTED AT PARKING/DRIVE ISLE AREAS.
GEOTECH ENGINEER SHALL CONFIRM BASED ON FIELD TESTING OF IN-SITU SOILS.
APPROVED 15 MIL CLASS A
VAPOR BARRIER. INSPECT
AFTER REINF PLACEMENT AND
REPAIR PER MANUF
RECOMMENDATIONS BEFORE
POURING OF CONCRETE
COMPACTED SOIL (SEE
GEOTECH REPORT)
REINF PER PLAN
SAND
2" CLEAN
OR COURSE SAND
4" CLEAN
CRUSHED GRAVEL
SOG PER PLAN
USE PRECAST
BLOCK TO CHAIR
REINF
SLAB PER PLAN
#4 @ 16" OC
ROUGHEN SLAB
#4 CONT TOP & BOT
#2
0
"
8" MAX
SEE ARCH
4" MIN
PER ARCH
EQ
ROUGHEN
SURFACE
(1) #4 CONT
4" MIN
PER ARCH
SLAB ON GRADE
PER PLAN
(4 1/4" MIN)
8" MAX
SEE ARCH
#4 EPOXY DOWELS
@ 16" OC
W/ 3" EMBED #1
NOTES:
1. SEE GENERAL NOTES FOR EPOXY.
2. USE NON-DESTRUCTIVE METHODS TO LOCATE EXISTING REINFORCING BARS. DO NOT
CUT EXISTING REINFORCING BARS WHICH MAY CONFLICT WITH ANCHOR LOCATION.
CONTINUOUS
FORMED KEY BREAK BOND
W/ CURING
COMPOUND
NOTES:
1. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND AT 15'-0" MAX. AND
EVERY 225 SQUARE FEET.
2. IF SAW-CUT CONTROL JOINT TO BE USED, SAW-CUT WITHIN 24 HOURS OF POUR.
3. CONSTRUCTION JOINT TO BE LOCATED AS PER NOTES #1 AND #2 UNLESS SPECIFICALLY
INDICATED ON PLANS. REFER TO ARCH DWGS FOR ADDITIONAL LOCATIONS.
1 1/2"
DO NOT CUT
REBAR
T/4, MAX
JOINT SEALANT
1/8" PREMOLDED STRIP
FILL W/ SEMI-RIGID
T/4
1/8" SAW CUT
EQ
EQ
EQ
PER PLAN
T
THICKNESS
CONSTRUCTION JOINT
CONTROL JOINTS
FORMED JOINT
SAW-CUT JOINT
MIN
3/4" CLEAR
TO REINF
MIN
3/4" CLEAR
TO REINF
1'-6"
1'-6"
1'-6"
#4 @ 16"OC
2
SEE PLAN
TOP OF SLAB
#4 NOSING BAR
1
SEE ARCH FOR SIZE AND
LOCATION OF CURB
WHERE OCCURS
#4 CONT T&B @ CURB.
OFFSET TOP BAR TO NOT
FOUL W/ ANCHOR BOLT
#4 @ 16" AT CURB
SEE ARCH
4" MIN - 8" MAX
1' - 0"
(4" MAX)
SEE PLANS
DEPRESSION IN SLAB ON GRADE
SEE ARCH
3 1/2" MIN
SHEATHING
PER PLAN
ANCHOR PER WALL
FRAMING (SEE NOTE)
FURRING PER ARCH
WHERE OCCURS
EN
(2) #4
#4 @ 16" OC
MIN
9"
SLAB ON GRADE
PER PLAN
OPTIONAL CONST
JONT CLEAN &
ROUGHENED SURFACE
WALL STUDS PER PLAN
AND DETAIL
PER ARCH
CURB
MIN
3"
#5 @ 10" OC
PER PLAN
#4 @ 20" OC
SEE PLAN
(5) #6 CONT
(3) #6 CONT
2'-0"
HOLDDOWN WHERE OCCURS,
SEE DETAIL 1A/S6.05
ADD'L #4 U-BAR AT
HOLDDOWN
PER PLAN
NOTE:
FOR WOOD SHEAR WALL ON CONC FILLED
METAL DECK, SEE DETAIL 4/S7.02
SHEAR WALL PER PLAN
SLAB ON GRADE
PER PLAN
TREATED SILL PLATE
W/ AB PER
OPTIONAL CONST. JOINT
CLEAN & ROUGHENED
SURFACE
/1 S6.06
NOTE:
SEE FOR FOOTING REINF DETAIL./8 S5.01
MIN
3"
SEE PLAN
HOLDDOWN PER PLAN
PER PLAN
PER PLAN
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:26 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
CONCRETE
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S5.01
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 12" = 1'-0"1
DEVELOPMENT AND LAP SPLICE
OF CONCRETE REINFORCEMENT BARS- NW CONCRETE
SCALE : 1" = 1'-0"2
STANDARD HOOK DEVELOPMENT
LENGTH BENDING DETAIL
1A TYPICAL LAP SPLICES
1B STAGGERED SPLICING
SCALE : 1" = 1'-0"3 SLAB ON GRADE THICKENED EDGE
SCALE : 1" = 1'-0"4 TYPICAL VAPOR BARRIER DETAIL
5A CURB @ SLAB ON GRADE
5B EPOXY DOWELED CONCRETE CURB
SCALE : 1" = 1'-0"5
TYPICAL CURB DETAILS AT
NON-SHEAR WALL
SCALE : 1" = 1'-0"6 TYPICAL SLAB ON GRADE JOINTS
SCALE : 1" = 1'-0"7 DEPRESSION/TRANSITION IN SLAB ON GRADE
SCALE : 1" = 1'-0"8 EXTERIOR SHEAR WALL SECTION
SCALE : 1" = 1'-0"9 TYPICAL INTERIOR SHEAR WALL
No.Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
S
S
S
S
S
S
STEEL COLUMN
PER PLAN
COLUMN FILL AROUND COLUMN
AFTER UPPER FLOORS
W/ CONCRETE ARE
CONSTRUCTED
CONTROL JOINT TYP
SEE
OUTLINE OF BLOCK-OUT
GRID
GRID
CO
L
U
M
N
(TYP
)
8" MIN
NOTES:
1. D = DEPTH OF FOOTING
2. S = 1'-6" MAX, UNO
3. Ld = DEVELOPMENT LENGTH
4. SEE FOR ADDITIONAL INFORMATION.
NOTE:
1. SEE FOR BALANCE OF INFORMATION. /1B S5.02
/1C S5.02
WALL DOWELS WHERE
OCCURS SEE PLANS FOR
SIZE AND SPACING (NOT
ALL SHOWN FOR CLARITY)
SHEAR REINF WHERE OCCURS SEE
PLANS FOR SIZE AND SPACING
(NOT ALL SHOWN FOR CLARITY)
FLOORLINE
EL = PER PLAN
FLOORLINE
EL = PER PLAN
REINF TO MATCH FOOTING
REINF SIZE & SPACING
BEND AS
REQD
#4 @ 18" OC
(2) MINIMUM
TYP
2 x S MIN
TYPS
MIN
D
TYP
3" CLR
TYP
1'-6" MIN
TYP
2 x S MIN
FTG REINF PER PLAN
D
D
PER
Ld
PER
Ld
TYP
0
"
PER
CLASS B SPLICE
TYPS
FTG REINF PER PLAN
NOTE:
1. SEE BUILDING FOUNDATION PLAN, ,
FOR LOCATIONS OF STEPPED FOOTINGS.
NO PIPES
SHALL PASS
THRU FTG UNO
POUR JOINT
SCHED 40 SLEEVE = PIPE DIA + 2".
WHERE PVC ELEC CONDUITS
ARE LAID UNDER FTG: NO ADDL
SLEEVES REQD.
BACKFILL PER SPECS
1
1.5 MIN
NO EXCAVATION
ALLOWED BELOW
THIS LINE
PLACE CONC FILL
AROUND SLEEVES
BEFORE POURING
FOOTINGS. USE SAME
CONC MIX AS FTG CONC
PIPE TRENCH SHALL BE
LOCATED SO THAT FOOTING
WILL NOT BE UNDERMINED
D
SLAB WHERE OCCURS
PIPE TO BE
CENTERED IN
SLEEVE
PER PLAN
FTG
OCCURS
WALL
WHERE
MIN
D + 1'-6"
MIN
6
"
MIN
4
"MIN
3"
MIN
9
"
ELEVATION SECTION
NOTES:
1. SLEEVE/PIPES/CONDUITS THAT ARE SPACED < 18", SEE DETAIL 5 & 6 /S502.
2. IF ANY CONDUITS ABOVE OR BELOW THE FOOTINGS ARE DAMAGED DURING CONSTRUCTION
OR DURING THE LIFE OF THE BUILDING, THE NEED FOR SHORING OF THE EXISTING STRUCTURE
SHALL BE EVALUATED AND CONSIDERED PRIOR TO REPAIR BY A LICENSED STRUCTURAL
ENGINEER.
3. NO PIPE/CONDUIT SWEEPS ALLOWED IN THE FOOTING.
#4 @ EA CORNER
COMPETENT BEARING MATERIAL
PER SOILS REPORT
COLD JOINT
SOG AND REINF
PER PLAN
STEEL COL PER PLAN
BOTTOM
REINF PER
SCHEDULE
W/ STD HOOK
TYP
1' - 0" MIN
TYP
3" CLR
WxL PER SCHEDULE
"T" PER SCHEDULE
MAX
4"
TO FTG
EL = SEE PLAN
TO FTG
EL = SEE PLAN
BASE PLATE DETAIL
PER DETAIL 5/-
ANCHOR BOLTS PER
BASEPLATE DETAIL
JOINTS, TYP
ISOLATION
4" MAX
3" MIN
DETAIL 5/-
EMBED PER
BASE PLATE
MIN
8"
TYP
3" CLR
TOP REINF PER
SCHED W/ STD
HOOK, WHEREVER
IT OCCURS
/5 S7.02CLR
1"TOLERANCE
6" MAX
FOR FIELD
ELECT'L & ARCH'L PLANS
"t"
VERIFY W/ MECH'L #3 @ 12" E.W (t < 4")
#4 @ 12" EW (4" < t < 6")
#5 @ 12" EW (6" < t < 10")
CONC SOG
PER PLAN
12"
12"
#4 @ 18" OC MAX
( 2 PER SIDE MIN)
3" EMBED
CONC SOG
PER PLAN
PAD & REINF
PER
#4 DOWELS @ 18" OC
DRILL & EPOXY
8"
FOOTING SCHEDULE
SIZE (WxLxT)TYPE REINFORCEMENT
7'x7'x18"
5'x5'x18"
(8) #6 B EW
(6) #6 B EW
F1
F2
PER PLAN #6 @ 12" T&B EWF3
PER PLAN
1' - 0"
MIN
8"
CLR
3"
SEE PLAN
SOG
12" SLAB ON GRADE
W/ #5 @ 12" OC EA
WAY T&B, TYP
1
6
DEVELOPMENT
LENGTH lD PER
SCHEDULE
TOP OF SLAB
ELEVATION
SEE PLAN
#5 @ 12" OC EACH WAY
WATERPROOF PER ARCH
DRAIN PIPE BACKFILL PER
GEOTECHNICAL REPORT
WHERE OCCURS
TYP
10" THK
NOTE:
WALL IS TO REMAIN SHORED UNTIL (7) DAYS AFTER
SLAB ABOVE WALL HAS BEEN PLACED.
CLR
3"
TYP
2" CLR
#5 @ 12" OC
3'-0"
1'-9"
MIN, TYP
6"
WALL/COL PER PLAN
FTG PER PLAN
PIPES/CONDUITS PER MEP,
SCHED 40 SLEEVE, D = PIPE
DIA + 2"
D = 6" MAXSINGLE SLEEVE
NOTES:
1. SEE FOR CONDUITS/PIPE BELOW FTG DET AND ADDL INFO NOT
SHOWN.
2. VERT PENETRATIONS THAT ARE SPACED > 18" WILL BE CONSIDERED AS
A SINGLE PENETRATION.
/2 S5.02
5/16
Ld
TYP
1"
MAX
1"
1/2" TYPWF PER PLAN
CONC FILLED
DECK PER PLAN
1/2" THK x 8" WIDE PL
(2) 3/4" Ø F1554 Gr. 36 W/
12"-EMBED, CTR ON WALL
ANGLE AND
THRU-BOLT
PER 8/S7.11
#5 DIAG REINF
WALL'S VERT &
HORIZ REINF
PER PLAN
PROVIDE STD HOOK
FOR INTERRUPTED VERT
& HORIZ REINF, TYP
1 1/2" THK NON-SHRINK GROUT
6"
SCALE : 1" = 1'-0"3
BLOCK-OUT AT
COLUMN & SLAB ON GRADE
SCALE : 1" = 1'-0"1 STEPPED FOOTING DETAIL
1A ELEVATION
1B ELEVATION
1C PLAN VIEW
SCALE : 1" = 1'-0"2
PIPE TRENCH BELOW & ADJACENT
TO FOOTING DETAIL
SCALE : 1" = 1'-0"4
SPREAD FOOTING DETAIL AT
STEEL COLUMN
SCALE : 1" = 1'-0"7 MECHANICAL PAD ON GRADE
SCALE : 1" = 1'-0"7A TYPICAL
SCALE : 1" = 1'-0"7B ALT
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
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e
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b
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L
O
C
2/12/2025 12:03:27 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
CONCRETE
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S5.02
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 3/4" = 1'-0"5 ELEVATOR PIT
SCALE : 1" = 1'-0"6
VERTICAL PIPE/ CONDUIT THROUGH
FOOTING DETAIL
SCALE : 1" = 1'-0"8 WALL DETAIL AT WF POCKET
No.Description Date
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
CONCRETE WALL
PER PLAN
DOWELS TO MATCH
T&B BAR SIZE AND
SPACING
STRINGER & LANDING REINFORCEMENT
PER SCHEDULE ON 2/- (NOSING BAR AND
TREAD BAR ARE NOT SHOWN FOR CLARITY
1' - 6" MIN, TYPADD'L (2) #5, TYP
SOG/PAVER PER CIVIL
12" MIN
12" MIN
TYP
2" CLR
#4 DOWEL INTO
SIDE WALLS
NOTE: SEE 1 & 2/S5.03 FOR ADDL INFO NOT SHOWN.
PER
ARCH
PE
R
AR
C
H
8" TREAD SLAB
#4 NOSING BAR, TYP
#5 @ 12" OC EA WAY, T&B
CONCRETE LANDING
WF BEAM PER PLAN
CONC FILLED
METAL DECK
PER PLAN
T.O.SLAB
PER PLAN
T.O. LANDING
PER PLAN
NOTE:
SEE ARCH DRAWINGS
FOR STAIR PROFILE.
1" CLR
2' - 6"
#3 @ 18" OC EACH TREAD
Ls
PER ARCH
10
2
S5.03 TYP
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
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v
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2/12/2025 12:03:27 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
CONCRETE
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S5.03
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"2 TYPICAL EXTERIOR CONCRETE STAIR SECTION
SCALE : 1 1/2" = 1'-0"3 CONC STAIR STRINGER BOTTOM DETAIL
SCALE : 3/4" = 1'-0"1 CONC STAIR STRINGER BOTTOM DETAIL
3
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
2 BARS TO MATCH
WALL VERTICAL REINF
#5 MIN
2 BARS TO MATCH
WALL VERTICAL REINF
#5 MIN
ALTERNATE DIRECTION
OF DOWEL HORIZ LEG
24" MIN.
36 db
24" MIN.
36 db
PROVIDE 90 DEG. STD
HOOK AT SHEAR WALL
LOCATIONS
DOWELS TO MATCH
WALL REINF SIZE AND
SPACING
END CONDITION INTERSECTION CORNER
PER PLAN
#5 @ 12" VERT & HORIZ
REINF, TYP FOR CONC
SHEAR WALL W/ VERT
REINF CTR ON WALL
HOOK BARS
90° @ EDGE
CONDITION
NOTES:
1.THIS DETAIL INDICATES MINIMUM REINFORCING FOR OPENING NOT
DETAILED ELSEWHERE IN THESE DRAWINGS.
2.SEE WALL ELEVATIONS OR PLANS FOR REINFORCEMENT AT LARGER OPENINGS.
3.CLUSTERS OF SMALL HOLES WHOSE OVERALL MEASUREMENT EXCEEDS 1'-0" SHOULD BE
REINFORCED AS ONE OPENING,
4.NO OPENING IN SLAB TO BE LOCATED CLOSER THAN 2'-0" FROM COLUMN FACE UNLESS
APPROVED BY THE STRUCTURAL ENGINEER.
5.TRIM AT EA SIDE OF OPENING TO MATCH PRIMARY REINFORCEMENT INTERRUPTED DUE TO
OPENING, MIN (2) #5 EA SIDE (EF FOR WALLS, T&B FOR SLABS).
6.ANY OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE
SEOR'S ATTENTION BY THE CONTRACTOR PRIOR TO PERFORMING WORK.
TRIM EA
SIDE PER
NOTE 5
(2) #4 x 3'-0" TRIM BARS
EACH CORNER
(OMIT AT ROUND
OPNG)
2'-6" MAX
1/-
Ld PER
2" CLR
TYP45°
PRIMARY WALL/SLAB
REINFORCING PER
PLAN
2'-6" MAX
SLEEVE ZONE
PER WALL ELEV
COMPRESSIBLE
FILL/WATERPROOFING
PER ARCH
ALL UTILITIES
SHALL BE
SLEEVED.
SLEEVE DIA = PIPE
OR CONDUIT + 2"
TRIM BAR PER /----
0"
LAP LENGTH
PER #1/S500
1'-0" MIN
0"
LAP LENGTH
PER #1/S500
WATER STOP
PER ARCH
KEY PER 4/S500
NOTES:
1. PRIMARY WALL REINF NOT SHOWN FOR CLARITY.
2. SEE WALL ELEVATIONS FOR ADDITIONAL REINF AT LARGER OPENINGS.
3. CLUSTERS OF SMALLER OPENINGS SHOULD BE REINFORCED AS ONE OPENING.
4. TRIM AT EACH SIDE OF OPENING TO MATCH PRIMARY WALL REINFORCEMENT
SIZES UNO. ADD REINFORCEMENT TO REPLACE BARS INTERRUPTED DUE TO
OPENINGS MIN (2) #5 EA SIDE, EA FACE, TYP UNO.
2'-0"ø MAX
ADD (2) #4x5'-0"
EA FACE, TYP
SEE ALSO
TYP
2"
TOP OF FOOTING
DOOR OPENING
PER ELEV
HEADER BARS
#5 BAR EA FACE, MIN
1
1 TYP
ADDED REINF PER
NOTE 4 TYP EA
SIDE EA FACE SEE
ALSO
MEP PENETRATIONS
SEE ALSO
WINDOW OPENING
PER ELEV
SLAB PER PLAN
MAX, TYP
2' - 6"
TYP
LAP SPLICE
TYPEQ
TYPEQ
TYP
2 "
2"TYP
PLACE VERT BARS
ADJACENT TO
DOOR OPENING AS
PER SHEAR WALL
PARTIAL PLANS
/----
/----
Ls, TYP
DOWELS W/ STD
HOOK TO MATCH
SHEAR WALL
VERTICAL
REINFORCING AND
SPACING, TYP
SLAB ON GRADE
PER PLAN
PER PLAN
WALL & REINF PER PLAN
TOP LONGITUDINAL
BARS PER PLAN
TOP TRANSVERSE
BAR PER PLAN
TYP
2" CLR,
INTENTIONALLY
ROUGHEN TO 1/4"
AMPLITUDE
WATERSTOP
PER ARCH
BOT TRANSVERSE
BAR PER PLAN
BOT LONGITUDINAL
BARS PER PLAN
PER PLAN
SEE 1/S5.01
LAP SPLICE
PER SCHEDULE
CONT FTG
PER PLAN
SEE 1/S5.01
Ls PER
SCHEDULE
DOWEL TO MATCH SHEAR
WALL VERT REINF SIZE AND
SPACING
SLAB DOWELS
TO MATCH
SOG REINF
CLR
3"
0", TYP
PER PLAN
#5 NOSING BAR
WALL REINF
PER / -1 CONC WALL
PER PLAN
NOTE:
SEE FOR ADDL INFO NOT SHOWN./ -1
1
6
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
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O
C
2/12/2025 12:03:27 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
CONCRETE
SHEAR WALL
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S5.11
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"1 CONC WALL DETAIL W/ SINGLE LAYER REINF
SCALE : 1" = 1'-0"2 CONCRETE WALL / SLAB OPENING DETAIL
SCALE : 1" = 1'-0"3 CONDUIT/PIPE CLUSTER WALL PENETRATION
SCALE : 1" = 1'-0"4 TYP WALL VERTICAL CONSTRUCTION JOINT
SCALE : 1/2" = 1'-0"5
MINIMUM ADDED TRIM REINFORCEMENT AT WALL OPENINGS DOOR LESS THAN
6-FT WIDE AND OPNIINGS LESS THAN 2'-0"
SCALE : 1" = 1'-0"6 SECTION VIEW AT FOOTING - CIP WALL
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
SCALE : 1" = 1'-0"7 DETAIL
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
DIAPHRAGM SCHEDULE
SPAN RATINGMIN NOMINAL PANEL
THICKNESS
15/32"
TYPE
A
LOCATION
ROOF
SHEATHING
EDGE
SQUARESTRUCTURAL 1
SHEATHING
GRADE
BOUNDARY
NAILING (BN)
C-D
VENEER
GRADE
10d @ 6" OC
BOND CLASS
EXPOSURE 1
MIN ROOF
FRAMING
EDGE NAILING AT
PANEL EDGES (EN)
FIELD NAILING
(FN)
CAPACITY
(PLF, LRFD)
NOTES:
1. NOT USED.
2. MINIMUM PLYWOOD WIDTH IS 24"
3. PLYWOOD SHALL BE CONTINUOUS OVER 2 JOIST BAYS, MIN & 5 PLY.
4. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND IN NO CASE SHALL NAILS PENETRATE THE TOP PLY MORE
THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS. NAILS OVERDRIVEN ARE SUBJECT TO REJECTION AND MAY RESULT
IN REMOVAL OF PLYWOOD AND LUMBER FRAMING TO WHICH IT IS FASTENED. ACCEPTANCE IS AT THE DESCRESSION OF THE
SEOR AND SPECIAL INSPECTOR.
5. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8" FROM SHEATHING EDGE AND 3/8" FROM LUMBER EDGE.
6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER, AND NAILS AT PANEL ALL PANEL EDGES SHALL BE
STAGGERED WHERE PANEL EDGE NAILING IS SPECIFIED LESS THAN 2 1/2" O.C.
7. PROVIDE BOUNDARY NAILS AT ALL DRAG BEAMS AND SHEARWALL LOCATIONS.
8. SEE DETAIL FOR FULL HT BLKG DETAIL.
2x / BLOCKED 10d @ 6" OC 10d @ 6" OC 51232/16
LINES OF
FASTENERS
1
/8 S6.01
BN PER SCHED AT
SHEARWALL LINES
STAGGER PANEL JOINTS
PROVIDE 2x4 FLAT BLKG
AT ALL SHTHG EDGES
NOT SUPPORTED BY
FRAMING WHERE REQ'D
PER SCHEDULE (USE 3x4
FOR SHEATHING TYPE B)
JOISTS PER PLAN
EDGE NAILING AT PANEL
EDGES TO JOIST TYPICAL
UNO PER SCHEDULE
FIELD NAILING TO INTERMEDIATE
JOIST TYPICAL UNO PER SCHEDULE
BLOCKING
PLYWOOD PER
SCHEDULE, AXIS
PERP TO JOISTS, TYP
PLYWOOD PANEL
EDGES
EDGE NAILING TO
BLKG AT PANEL
EDGES WHERE REQ'D
PER SCHEDULE
2-JOIST BAYS MIN
PER NOTE
MIN WIDTH
1B
OPENING
"D"
FOR "D" = 2'-6" MAX, USE (2) JOIST
FOR "D" = 4'-0" MAX, USE (3) JOIST
NOTE:
1. FOR LARGER OPENINGS REFER TO PLANS FOR FRAMING
CL
J
O
I
S
T
C
L
J
O
I
S
T
DOUBLE JOIST
TRIMMER
JOIST HANGERS,
TYP
SLOPED BLKG
PER , SIM
P1000 W/ (3) 3/8"x2"
LAG SCREW
P1068
200# MAX
/10 S6.01
NOTES:
1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST SECTION WITHOUT STRUCTURAL ENGINEER'S
APPROVAL.
2. NOTCHING NOT PERMITTED IN MIDDLE-THIRD OF JOIST SPAN.
3. NOTCH WIDTHS GREATER THAN SHOWN ABOVE ARE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S
APPROVAL.
4. FOR BEAM WIDTHS > 3.5" OR GLU-LAM BEAMS, SEE BORING OF BEAMS DETAIL.
5. FOR JOISTS SPACED > 24" OC, BORING AND NOTCHING REQUIRES STRUCTURAL ENGINEER'S APPROVAL.
6. DO NOT NOTCH OR BORE 2x4 JOISTS.
JOIST SIZE
2x6 / 4x6 1 3/4"
2 3/8"
7/8"x1 3/4"
MAX BORE
DIA "d"
MAX NOTCH DEPTH
x WIDTH
2x8
2x10
1"x2 3/8"
1 1/2"x3"3"
2x12 1 7/8"x3 3/4"3 3/4"
D/6 MAX
"D"
JOIST DEPTH
D/6 MAX
2" MIN
MIDDLE 1/3 SPAN
D/3 MAX
2" MIN
SUPPORT
D/4 MAX AT
.
HOLE DIA
.
GREATER OF 8x LARGER
HOLE DIA AND JOIST DEPTH
COLUMN PER PLAN
SIMPSON ECCOQ
POST CAP UNO
END CONDITIONB
PSL, LSL, LVL BM
OR GLB, SEE PLAN
3/16
TYP 4
SIDES
COLUMN PER PLANSIMPSON CCOQ
POST CAP, UNO
INTERIOR CONDITIONA
PSL, LSL, LVL BM
OR GLB, SEE PLAN
3/16
TYP 4
SIDES
PLYWOOD
SHEATHING
JOIST PER PLAN, TYP
2x OR 3x MIN BLOCK TO
MATCH JOIST DEPTH
SEE NAILING
SCHEDULE PER
1
4X FULL DEPTH
BLKG PER 8/-
NOTES:
1. NOT MORE THAN ONE CONNECTION PER
BLKG.
2. THIS DETAIL IS APPLICABLE TO BRACE
PARALLEL & PERPENDICULAR TO JOISTS.
3. ALLOWABLE LOADS ARE BASED ON
SCREW WORKING CAPACITY. MEP SHALL
VERIFY SEISMIC BRACE AND ANGLE
BRACKET CAPACITY W/ MANUF.
1/8"Ø G.A.C.
W/ (2) CLAMPS
PER MECH
P1000 UNISTRUT W/
P1843 ADJUSTABLE HINGE
P2= 200#
M
AX
P3= 200
# M
AX
1
BN
5/8" MAX
12 GA CLIP x 3" x 3" (LLV) x
0' - 3" LONG W/ (2) 1/4"Ø x
1 3/8"
WOOD SCREWS
(2) 1/4"Ø x 1 3/8"
WOOD SCREW
P2= 200# M
AX
ANGLE BRACE PER MECH W/
P1843 ADJUSTBLE HINGE
U410 HANGER
EA SIDE
BRACE &
FASTERNERS
PER BRACE
PERPENDICULAR
TO JOIST, SIM
FLOOR
JOIST, TYP
PLYWOOD
SHEATHING
BRACE PERPENDICULAR
TO JOIST
BRACE PARALLEL
TO JOIST
MAX
15.00°
MAX
D/3
ROOF JOIST,
TYP
NOTES:
1. NOT MORE THAN ONE CONNECTION
PER BLKG.
2. MEP HANGER CAN BE INSTALLED DIRECTLY TO
ROOF BEAMS IF BEAM NOMINAL THICKNESS IS
EQUAL OR GREATER THAN THICKNESS OF
CONNECTING BLOCKING SHOWN ON THIS
DETAILS.
3. RAISE BLOCK ELEVATION AS REQUIRED TO
HIDE CONNECTION HARDWARE ABOVE
ARCHITECTURAL CEILING.
4. FOR SLOPED HANGER SEE .
3/8"Ø EYELAG W/ 3" EMBED
W/ 1/8"Ø G.A.C.
W/ (2) CABLE CLAMPS
4x6 BLKG W/ SIMPSON
HUS46 EA END TYP
ROOF JOIST
PER PLAN, TYP
METAL STRAP PER MECH W/ 3/8"Ø BOLT
P2682 W/ (2) 1/4"Ø x 1 3/8"
WOOD SCREWS INTO
4x W/ 1/2"Ø THREADED
ROD W/ DBL NUT
(NOTE: @ 5/8"Ø ROD, PROVIDE
COUPLING NUT REDUCER 5/8"
TO 1/2" WHERE OCCURS)
200# MAX
200# MAX
2"
1 1/2"
200#
DUCT ANGLE SUPPORT PER MECH200# MAX
5/8"
EQEQ
12 GA CLIP x 3" x 3" (LLV) x 0' - 3"
W/ (2) 1/4"ø x 1 3/8" WOOD
SCREWS 1 1/2" APART
JOIST WEB FILLER
EA SIDE, TYP.
3" MIN
TYP
ROOF
SHEATHING
PER PLAN
(2) 1/2"Ø LAG SCREWS W/ 3" EMBED
SEE NOTE 3
150# MAX
UNISTRUT P1458 ANGLE CLIP W/
(2) 3/8" DIA x 2" LAG SCREWS W/ NUT AND
WASHER AT THREADED ROD
/4 S6.01
MIN
1
1/2"
SIMPSON HCCTA9-7
H = 33" W/ (2) ROTATION
BOLTS PER BEAM
(USE HCCTA5.62-5 AT GRID 2/A.5)
GLULAM BEAMS
PER PLAN
COLUMN OR WALL PER PLAN
2' - 0" MAX
P1068
BNPLYWOOD
DRAG BEAM
TYPICAL FRAMING
NOT SHOWN FOR
CLARITY
SHEARWALL OR
COLLECTOR BEAM
JOIST OR BLKG
BLOCKING
EN BN
SCALE : 1" = 1'-0"1 TYPICAL PLYWOOD ROOF SHEATHING
1A PLYWOOD NAILING DETAIL
SCALE : 1" = 1'-0"2 NOT USED
SCALE : 1" = 1'-0"3 FRAMING AT OPENING
SCALE : 1" = 1'-0"4 HANGER AT SLOPED BLKG
SCALE : 1" = 1'-0"5 NOTCHING AND BORING OF JOISTS
SCALE : 1" = 1'-0"7 WOOD BEAM TO HSS COLUMN
SCALE : 1 1/2" = 1'-0"8 JOIST FULL DEPTH BLOCK
SCALE : 1 1/2" = 1'-0"9 MEP BRACES TO WOOD FRAMING
SCALE : 1 1/2" = 1'-0"10 MEP HANGERS TO WOOD FRAMING
SCALE : 1" = 1'-0"11 GLULAM SPLICE CONNECTION
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
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i
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2
0
2
2
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O
C
2/12/2025 12:03:28 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
WOOD
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.01
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
1B DIAPHRAGM NAILING SECTION
No. Description Date
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
NOTES:
1. NOTCH AND BORING NOT PERMITTED IN THE SAME SECTION OF STUD.
2. NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS ARE PERMITTED TO HAVE
60% MAX BORED HOLES.
3. ALL NOTCHES IN EXTERIOR & BEARING STUDS BIGGER THAN 40% SHALL
BE REPAIRED BY SIMPSON HSS, AND SS STUD SHOE.
4. ALL HOLES SHALL BE DRILLED WITH A HOLE SAW.
NOTCH
40% MAX
STUD WIDTH
ALL STUDS
5/8" MIN, TYP
EDGE DISTANCE
NON-BEARING STUDS
NOTCHES AND HOLES IN
EXTERIOR & BEARING STUDS
60% MAX STUD
WIDTH BORE
ALLOWABLE WIDTH OR DIAMETER
OF NOTCH OR BORED
% OF STUD
NOTCHED OR
BORED
25%
40%
60%
7/8"
1 3/8"
2"
1 3/8"
2 1/8"
3 1/4"
2x4 2x6
CL WALL & HOLE
2x4
40% MAX STUD WIDTH
BORE. (60% OF STUD
WIDTH IS ALLOWED IF
EACH BORED STUD IS
DOUBLED. SEE NOTE 2
BELOW) REPAIR
HOLES BIGGER THAN
40% WITH SIMPSON
HSS/SS.
2 3/4"ø MAX HOLE SIZE
2x6
SS STUD
SHOE
HSS
STUD
SHOE
40% MAX STUD WIDTH
BORE. (60% OF STUD
WIDTH IS ALLOWED IF
EACH BORED STUD IS
DOUBLED. SEE NOTE 2
BELOW) REPAIR
HOLES BIGGER THAN
40% WITH SIMPSON
HSS/SS.
2"ø MAX HOLE SIZE
ALL STUDS
5/8" MIN
TYP EDGE DISTANCE
STUDS, SEE
PLAN & SCHEDULE
CL PIPE OR NOTCH
CONTINUOUS
2-2x TOP PLATES
NOTES:
1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
2. SEE DETAILS 13 & FOR BALANCE OF INFORMATION.
BLKG EA SIDE OF PIPE, TYP
CONTINUOUS 2x MIN SOLE
PLATE WHERE OCCURS AT
SHEAR WALLS SEE SHEAR
WALL SCHEDULE
/14 S6.02
1. ALL SILL PLATES SHALL BE PRESSURE TREATED D.F.
OR REDWOOD, SEE GENERAL NOTES.
2. WIDTH 'd' SHALL BE EQUAL TO DEPTH OF STUDS,
U.N.O.
3. FOR ANCHOR BOLTS, SEE SHEAR WALL ELEVATIONS
AND SHEAR SCHEDULE ON .
4. ANCHOR BOLTS AND PLATE WASHERS SHALL BE
GALVANIZED, SEE GENERAL NOTES.
5. EACH SILL PIECE SHALL HAVE 2 BOLTS MINIMUM.
LOCATE BOLTS CLEAR OF STUDS AND POSTS.
6. 'A' DIMENSION SHALL BE 5" MIMIMUM AND 9"
MAXIMUM.
7. NO BORED HOLES OR NOTCHES PERMITTEN IN 4"
SHEAR WALLS.
A A A A .A
SPACING
TYP A.B.
A
SEE NOTE 4
d/2 TYP
A
A
A A
NOTCH
2'-0" MIN1'-0" MIN
NOTES:
1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
2. FOR BALANCE OF INFO SEE DETAIL ./13 S6.02
/1 S6.06 3
TYP DUCT AT NON-BEARING WALLS ONLY.
NOT PERMITTED IN BEARING WALLS
1. ALL SILL PLATES SHALL BE PRESSURE TREATED D.F.
OR REDWOOD, SEE GENERAL NOTES.
2. WIDTH 'd' SHALL BE EQUAL TO DEPTH OF STUDS,
U.N.O.
3. AT NON-BEARING WALLS, L.V.P SHALL BE
0.177"Øx 3 1/4" HILTI 'X-U' AT 16"OC, TYP. AT BEARING
WALLS, ANCHOR BOLTS, SHALL BE 5/8" WITH 5"
EMBEDMENT AND SIMPSON BP PLATE WASHERS SPACED
AT 4'-0" OC MAX, UNO.
4. L.V.P. AND ANCHOR BOLTS SHALL BE GALVANIZED OR
STAINLESS STEEL, SEE GENERAL NOTES.
5. AT NON-BEARING WALLS EACH SILL PIECE SHALL HAVE 3
L.V.P. MINIMUM. LOCATE L.V.P. CLEAR OF STUDS AND
POSTS. AT BEARING WALLS EACH SILL PIECE SHALL
HAVE 2 BOLTS MINIMUM. LOCATE BOLTS CLEAR OF
STUDS AND POSTS.
6. 'A' DIMENSION SHALL BE 5" MIMIMUM AND 9" MAXIMUM.
A A A A
MAX
6" MAX A
A
MAX
1' - 2"
A
SPACING
TYP A.B.
A
1'-6" MIN
2'-0" MIN1'-0" MIN
A A
NOTCH
NOTES:
1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
2. FOR BALANCE OF INFO SEE DETAIL ./14 S6.02
3
1/3 DEPTH
1/3 DEPTH
1/3 DEPTH
1/3 SPAN
ALLOWED HOLE ZONE
1/3 SPAN 1/3 SPAN
HOLE ZONE
ALLOWED
(MINIMUM)
3x Ø OF THE
LARGEST HOLE
CL CL
NOTES:
1. THE ALLOWED HOLE ZONE IN THIS CHART IS SUITABLE FOR UNIFORMLY LOADED BEAMS
HOLES NOT ALLOWED IN BEAMS SUPPORTING OTHER BEAMS W ITHOUT ENGINEER'S
APPROVAL.
2. MAXIMUM HOLE SIZE IS 2" DIAMETER OR A HOLE DIAMETER EQUAL TO 1/6 THE BEAM
DEPTH WHICHEVER IS SMALLER.
3. RECTANGULAR HOLES ARE NOT ALLOWED.
4. HOLES IN CANTILEVERS OR MULTISPAN BEAMS SHALL NOT BE PERMITTED WITHOUT
ENGINEERS APPROVAL.
5. DO NOT STACK HOLES VERTICALLY.
6. NOTCHING OF BEAMS NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
POST OR BEARING
WALL PER PLAN, TYP
CL CL
16d AT 12"OC, TYP
DOUBLE TOP PLATE
SPLICE
TOP
PLATE
SPLICE
BOTTOM
PLATE
8-16d NAILS EACH SIDE
OF PLATE JOINT, TYP
4'-0" MIN LAP
2" TYP
LAP TO
OCCUR
OVER STUD,
TYP
CL CL
CONTINUOUS DOUBLE TOP PLATE
SPLICE
TOP
PLATE
SPLICE
BOTTOM
PLATE
16d AT 12"OC, AT 2x4 TOP
PLATES 16d AT 6"OC,
STAGGERED AT 2x6 TOP
PLATES AND LARGER
12-16d NAILS AT 2x4 TOP PLATES
18-16d NAILS AT 2x6 TOP PLATES
AND LARGER EACH SIDE OF
PLATE JOINT, TYP
ALT TOP PL SPLICE
PER
LAP TO OCCUR
OVER STUD, TYP
TYP
2"
4'-0" MIN LAP
PLAN VIEW
ELEVATION
/7 S6.02
SIMPSON LSTA18
EA SIDE OF DOUBLE
TOP PLATES
TOP PL SPLICE
LOCATION
EQ EQ
SCHEDULE
TOP PL OR SILL PL
SIZE A
2x4 3 1/2"
FLOOR SHTHG, JOIST
AND RIM JOIST NOT
SHOWN FOR CLARITY
PLYWOOD
SHEATHING PER
SHEARWALL
SCHEDULE
STRAP AT PIPE
OR NOTCH
CONT SOLE
PLATE
CONT DBL
TOP PLATE
"A"
MIN
1' - 0"
MIN
1' - 0"
TOP OR SOLE PLNOTCHES
MIN 6'-0" OC
"C1" MAX WITHOUT STRAPS
"C2" MAX @ 4'-0" OC MIN W/
SIMPSON CT218 W/ (12) 10d EA
END @ EA PL, BOTH SIDES
SIMPSON CTS218 W/ (12)
10d EA END @ EA PL
"B"
"D"
C1
B C1 C2 D
2x6 4 1/2"
2x8 5 1/2"
PLAN VIEW
SECTION
NOTES:
1. HOLES SHALL BE MADE W/ HOLE SAW.
2. WHERE PENETRATIONS EXCEED SPECIFIED
DIMENSIONS DETAIL CAN BE USED.
1 1/2"
2 1/4"
3"
1" Ø
1 1/2" Ø
3" Ø
1 1/2" Ø
3 1/2" Ø
5" Ø
1 3/4"
2 1/2"
3 1/4"
/10 S6.02
5 1/2"
N.P.2x4
2x6
SILL PL SIZE
TOP PL OR A
2"
SCHEDULE
B C
2 1/2"
1 1/2"
D
DBL TOP OR SILL PL
1 1/4" x 16 GA MIN LONG STRAP
W/ (6)10d COMMON NAILS EA
END @ EA PL
NOTCHES MIN 6'-0" OC
N.P. 1"Ø 1 1/2" Ø
3 1/2"Ø
1 C 2
2"Ø
"C " MAX WITHOUT STRAPS
"C " MAX @ 3'-0" OC MIN
W/ 1 1/4" x 16 GA "E" MIN
LONG STRAPS W/ (6) 10d
EA END @ EA PL, BOTH SIDES
1
2
SECTION
21"
15"
E
NOTES:
1. HOLES SHALL BE MADE W/ HOLE SAW.
2. WHERE PENETRATIONS EXCEED SPECIFIED
DIMENSIONS DETAIL CAN BE USED.
PLYWOOD
SHEATHING
WHERE OCCURS
CONT SILL PL
STRAP AT PIPE
OR NOTCH
CONT DBL TOP PL
C1
"A"1'-0" MIN 1'-0" MIN
"D"
B
/9 S6.02
PLYWOOD SHEATHING
WHERE OCCURS
NOTES:
1. FOR USE WHERE PENETRATIONS DESTROY THE INTEGRITY OF TOP PLATES.
2. USE ALL SPECIFIED FASTENERES.
3. FASTENER QUANTITY IS THE NUMBER OF 6D COMMON NAILS TO BE INSTALLED INTO EACH OF THE MEMBERS TO BE JOINED.
4. CAN BE INSTALLED OVER THE TOP OR FROM THE UNDERSIDE OF THE TOP PLATES.
5. FOR WALL DEPTHS GREATER THAN 3-1/2", OR TO INSTALL AFTER PLUMBING LINES HAVE BEEN RUN, CAN BE SEPARATED
INTO TWO "L" SHAPES ALONG THE SERRATION LINES.
6. ALLOWABLE TENSION LOADS ARE FOR NORMAL DURATION, THE VAULES MAY BE ADJUSTED FOR OTHER DURATIONS.
7. THE PRODUCT AND INSTALLATION SHALL COMPLY WITH LARR# 25759.
USP STOCK
NO.
HFS24 3 5/8"24"
DIMENSIONS
(in)
FASTENER
SCHEDULE
DF/SP ALLOWABLE
LOADS (lbs)1,3
W L QTY TYPE2 4 TENSION
100%
24"16d
COMPRESSION
100%
2950 2500
HFS36 3 5/8"36"32"16d 4280 2500
OMIT FASTENERS AT THESE
HOLES WHEN THE END
DISTANCE IS LESS THAN 1"
4 1/2" MAX
STUD/CRIPPLE STUD
PER PLAN
T.O. DBL PLATES
AND B.O. JOISTS
BEAM PER PLAN
SIMPSON A34 CLIP, TYP
6x BLK, WIDTH TO
MATCH STUD WALL
NOTES:
1. SEE 2/S6.03 FOR ADDL INFO NOT SHOWN.
2. SEE MFR FOR PARTITION'S TRACK, HANGER AND BRACE INFO AND REQUIREMENT.
PL 1/2" X (STUD WALL WIDTH) X 0'-11 1/2"
PL 1/2" W/ (2) 1/2"Ø LAG SCREWS
INTO BLOCKING W/ 4" MIN
PENTRATION & (2) 1 1/2" LONG
SLOTTED HOLES
1" 4 3/4" 4 3/4" 1"
4"
EQ
EQ
1 1/2"
1 1/2"
1/2" MAX
CL
S
C
R
E
W
S
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
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2
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2
2
h
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2/12/2025 12:03:29 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
WOOD
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.02
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"10 HOLES OR NOTCHES IN STUDS
SCALE : 1" = 1'-0"8 TOP PLATE STRAP AT PIPE/NOTCH
SCALE : 1" = 1'-0"2 SILL PLATE AT SHEAR WALL DETAIL
SCALE : 1" = 1'-0"1
SILL PLATE AT
NON-SHEAR WALL DETAILS
SCALE : 1" = 1'-0"12 BORING OF BEAMS
SCALE : 1" = 1'-0"5 NON-BEARING WALL TOP PLATE SPLICE
SCALE : 1" = 1'-0"6
BEARING AND SHEARWALL TOP
PLATE SPLICE
SCALE : 1" = 1'-0"7 ALT TOP PLATE SPLICE @ SHEARWALL
SCALE : 1" = 1'-0"13
TYPICAL NOTCHING AND BORING OF
TOP PLATE AT SHEARWALLS
SCALE : 1" = 1'-0"14
TYPICAL NOTCHING AND BORING OF TOP
OR SILL PLATE AT NON-SHEAR WALLS
7A SECTION
SCALE : 1" = 1'-0"9 HARDY FRAME SADDLE
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
3
SCALE : 1" = 1'-0"3
OPERABLE PARTITION STEEL BEAM
SUPPORT CONN
3A ELEVATION
3B PLAN VIEW
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
2x82x6
STUD SIZE
16d AT 12"o.c., TYP
2-4x10
2-4x8
2-4x66x63'-0" MAX
5'-0" MAX
8'-0" MAX
2x4
4x6
4x14
4x10 6x8
5 1/4 x 9 1/4 PSL
OR 6x12
FULL DEPTH
HEADER
ALTERNATE
6-16d EA END
AT EXT
OPENINGS
> 5'-0"
HEADER MEMBER ON EDGE,
SEE TABLE BELOW FOR SIZE
1 JACK STUD FOR OPNGS ≤ 5'-0"
2 JACK STUDS FOR OPNGS ≤ 8'-0"
SAME SIZE AS WALL STUDS, U.N.O.
CRIPPLE STUDS 4-16d EACH
END U.N.O.
2-10d TOE NAILS EACH END
FULL HEIGHT KING STUD
2-STUDS AT OPENINGS > 5'-0"
(ADD ADDITIONAL KING STUD FOR
EA LEVEL OF FRAMING ABOVE
WHERE JAMBS STACK)
WIDTH
OF
OPENING
NOTES:
1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR,
AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND
SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE
HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE
CRIPPLE STUDS MAY BE OMITTED.
7
S6.03
OVER 10'-0" SEE PLAN AND SPECIFIC DETAILS
2-4x12SEE PLAN &
SPECIFIC DETAILS 6x1410'-0" MAX
2x6 2x6
NOTE:
FOR HEADER, SEE SCHEDULE
CRIPPLE STUDS
WHERE IT
OCCURS
TYPICAL U.N.O.
CONTINUOUS
DOUBLE
TOP PLATES, TYPICAL
JACK STUD
BEYOND
TYPICAL
HEADER
TYPICAL
PLYWOOD
SHIMS
2x4
PLYWOOD
SHIMS
2-2x4 or 4x4
2-2x6 or 4x6
2-2x8 or 4x8
3-2x4 or 6x6
3-2x6 or 6x6
3-2x8 or 6x8
2x4 2x6
SEE SPECIFIC DETAILS
3'-0" MAX
5'-0" MAX
8'-0" MAX
OVER 8'-0"
NOTES:
1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR,
AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND
SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE
HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE
CRIPPLE STUDS MAY BE OMITTED.
2. IF 6x12 CONTINUOUS ROM BEAM IS PRESENT ABOVE OPENING, HEADER
MAY BE FRAMED WITH 2-2x4 AND CRIPPLE STUDS ABOVE.
CRIPPLE STUDS 4-16d MINIMUM
EACH END
2-10d TOE NAILS EACH END
FULL HEIGHT KING
STUD 2-STUDS AT
OPENINGS > 5'-0"
HEADER MEMBER ON EDGE,
SEE TABLE BELOW FOR
SIZE
1 JACK STUD, SAME SIZE
AS WALL STUDS, UNLESS
NOTED ON PLAN
16d AT 12"o.c.
WIDTH OF
OPENING
STUD SIZE
16d AT 12"o.c.,TYP
6x12
TYP, UNO ON PLAN
1- FULL HEIGHT
KING STUD
JACK STUDS AT ROOF:
1 STUDS FOR OPENINGS < 5'-0"
2 STUDS FOR OPENINGS < 8'-0"
SAME SIZE AS WALL STUDS, UNO
JACK STUDS AT FLOORS BELOW:
ADD ADDITIONAL JACK STUD FOR
EA LEVEL OF FRAMING ABOVE
NOTES:
1. HEADERS NOTED SHALL BE PROVIDED OVER ALL WINDOW, AND DOOR OVER
BALCONIES, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAIL
2. THIS DETAILS ONLY APPLIES TO 6" EXTERIOR WALL
3. ALL EXTERIOR WALL FRAMING MEMBERS TO BE FIRE TREATED.
4. WHERE FULL WIDTH/DEPTH CONTINUOUS RIM BEAM IS PROVIDED OVER THE
OPENING, HEADER CAN BE OMITTED. JAMB STUD QUANTITY AND CONNECTIONS
TO MATCH JACK STUD SCHEDULE AS SHOWN.
A35'S @ TOP TYP
6-16d EA END 8'-0" MAX
LS1, NS2SIMPSON STRAP
TIE PER PLAN &
SCHEDULE ON S2.3
EXTERIOR
FRAMING
PER S6.16
LS1, NS1
PERPENDICULAR TO JOISTS
CLR
1/2" MIN
PLY SHTG
JOISTS
SIMPSON DTC @ 48" OC
(NAIL SHALL BE INSTALLED
IN THE MIDDLE OF SLOT)
WALL STUDS PER PLAN
PARALLEL TO JOISTS
CLR
1/2" MIN
SIMPSON DTC @ 48" OC
(NAIL SHALL BE INSTALLED
IN THE MIDDLE OF SLOT)
JOIST
2x4 @ 4'-0" W/
(2) 16d EA END
WALL STUDS PER PLAN
CLR
1/2" MIN
SIMPSON DTC @ 48" OC
(NAIL SHALL BE INSTALLED
IN THE MIDDLE OF SLOT)
FULL DEPTH 2x BLKG
EA SIDE @ 48" OC
JOISTS
WALL STUDS PER PLAN
NOTE:
1. DO NOT INSTALL NON-BEARING PARTITIONS UNTIL DEAD LOAD IS IN PLACE.
(WHERE APPROPRIATE DEFLECTION SPACE HAS BEEN PROVIDED FOR THIS
REQUIREMENT MAY BE WAIVED).
SEE PLANS AND SPECIFIC DETAILS
2x4
1-2x43'-0" MAX
5'-0" MAX
8'-0" MAX
OVER 10'-0"
2-16d
2-2x4
3-2x4
2x6
1-2x6
2-2x6
3-2x6
2x8
1-2x8
2-2x8
3-2x8
2-16d AT 16"OC
SILL MEMBER (FLAT)
SEE TABLE BELOW FOR
SIZE
ONE JACK, SAME SIZE
AS STUD, UNLESS
NOTED ON PLAN
WIDTH OF
OPENING
STUD WIDTH SIZE
2-16d EA 2x
MINIMUM
FULL HEIGHT
KING STUD
SEE HEADER
SCHEDULE
10'-0" MAX 4-2x4 4-2x6 4-2x8
WALL ABOVE
WHERE OCCURS
BEAM SEE PLAN
BEAM
EDGE NAILING
HANGER, TYPICAL
SEE SCHEDULE
1 3/4" x 11 1/4"
TOP FLANGE
MIT11.88
FACE MOUNTED
HU11
SIMPSON DESIGNATIONS
TYPE
EGQ3.62 - SDS3 HGU3.63 - SDS
EGQ5.50 - SDS3 HGU5.5 - SDS
EGQ7.25 - SDS3 HGU7.25 - SDS
3 1/2" x 11 1/4"
5 1/4" x 11 1/4"
7" x 11 1/4"
NOTES:
1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES
WITH FASTENERS SPECIFIED FOR MAXIMUM LOADS.
2. USE SKEWED OR SLOPED HANGERS AS REQUIRED.
3. HANGERS ARE TYPICAL UNI IN DRAWINGS.
4. SEE FOR I-JOIST HANGER SCHEDULE/2 S6.21
3
2x82x6
STUD SIZE
8x 'd'
8x 'd'
8x 'd'6x 'd'3'-0" MAX
5'-0" MAX
8'-0" MAX
OVER 8'-0"
2x4
4x 'd'
4x 'd'
4x 'd'
SEE PLAN AND SPECIFIC DETAILS
6x 'd'
6x 'd'
NOTES:
1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND
OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS.
2. 'd' TO MATCH FLOOR FRAMING DEPTH.
WIDTH OF
OPENING
2-4-16d
EA END16d AT 12"OC, TYP
2 STUDS FOR OPNGS ≤ 5'-0"
3 STUDS FOR OPNGS ≤ 8'-0"
4 STUDS FOR OPNGS ≤ 10'-0"
SAME SIZE AS WALL STUDS,
U.N.O.
A35 @ FILLER
SEISMIC
STRAP PER
,TYP
.PERPENDICULAR
JOISTS PER PLAN
WHERE OCCUR
FILLER FRAMING
AS NEEDED
PLYWOOD SHEATING
PER PLAN
BEAM PER PLAN
2-2x CONT TOP
PL
A35 EA SIDE
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
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2/12/2025 12:03:30 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
WOOD
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.03
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"2 HEADER SCHEDULE (BEARING)
SCALE : 1" = 1'-0"7 TYPICAL HEADERS
SCALE : 1" = 1'-0"1 HEADER SCHEDULE (NON-BEARING)
SCALE : 1" = 1'-0"3 DROPPED HEADER
SCALE : 1" = 1'-0"10 NON-BEARING PARTITION TOP PL CONN
SCALE : 1" = 1'-0"6 SILL SCHEDULE
SCALE : 1" = 1'-0"8 SECTION AT BEAM CONNECTION
SCALE : 1" = 1'-0"9 SAWN LUMBER BEAM HANGER SCHEDULE
SCALE : 1" = 1'-0"4 FLUSH HDR SCHED - EXTERIOR WALL
SCALE : 1" = 1'-0"5 TYP FLUSH BEAM PERPENDICULAR TO WALL
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
LAP PLATES AT ALL INTERSECTIONS
AND CORNERS AND PROVIDE 4-16d
AT EACH LAP, SEE DETAIL
PROVIDE BUILT-UP 3 STUD
ASSEMBLY AT EXTERIOR
CORNERS AND AT ALL WALL
INTERSECTIONS W/ 16d AT
24"OC INTERNAILING
PROVIDE MULTIPLE STUDS
OR POSTS UNDER ALL BUILT-
UP JOISTS OR BEAMS TO
MATCH WIDTH OF JOISTS,
BEAMS, OR RAFTERS ABOVE
9" MAX END DISTANCE FOR ALL
FASTENINGS (MIN OF 2
FASTENERS PER PIECE OF
SILL)
HEADER, SEE PLAN
AND DETAIL
16d AT 12"OC
TYPCIAL AT ALL
MULTIPLE STUDS
2x SOLID BLOCKING
FOR WALLS OVER 10'-0"
HIGH W/ 2-10d TOE NAIL
EACH END 4'-6"OC MAX
SPACING UNO
2-16d END NAILS,
MIN (TYP TOP &
BOTTOM) U.N.O.
NOTE:
CUTTING, NOTCHING, OR BORING OF
STUDS OR PLATES SHALL COMPLY WITH
DETAILS ON .
CONCRETE CONDITION
WALL HEIGHT 'H'
AT HOLES IN TOP
PLATES SEE DETAIL
FLUSH BM SEE PLAN &
SCHEDULE DETAIL
SEE DETAIL
4'-0" MIN LAP FOR SPLICE
16d AT 12"OC
MAX, U.N.O.
LAP END TO OCCUR
OVER STUD (TYPICAL)
EXTERIOR WALL FLUSH
HEADER, SEE PLAN &
SCHEDULE DETAIL
HEADER, SEE PLAN
AND DETAIL
16d AT 12"OC
TYPCIAL AT ALL
MULTIPLE STUDS
SILL, SEE PLAN
AND DETAIL
ANCHOR BOLTS &
SIMPSON BP PLATE WASHERS
SEE DETAIL
CONT 2x MIN SILL PLATE
SEE GENERAL NOTES AT
SHEAR WALLS SEE SHEAR
WALL SCHEDULE
2x, 3x OR 4x STUDS AT 16"OC MAX TYPICAL,
U.N.O., PER WALL SCHEDULE
POST, SEE PLAN
DOUBLE KING STUDS
WHERE REQUIRED SEE
DETAILS
FOR HOLES IN STUDS
SEE DETAIL
CONTINUOUS 2x MIN
SOLE PLATE W/ 16d
AT 8"OC MAX AT SHEAR
WALLS, SEE SHEAR
WALL SCHEDULE
A35'S @
POSTS, TYP
2 BAY 2x SOLID
BLKG AT
DOORS
TYP
/6 S6.03
/10 S6.03
/2 S6.03
/6 S6.02
/2 S6.02
/8 S6.02
S6.02
INTERIOR WALL STUD SCHEDULE (NON-BEARING)
MAX HEIGHT 'H'INTERIOR WALL STUD
SPACING U.N.O.
H < 12'-6"
H < 18'-0"
2x4 @ 16" OC
2x6 @ 16" OC
NOTE:
1. FOR JACK STUDS AND KING STUDS, SEE HEADER SCHEDULE.
2. THESE WALLS SHALL HAVE AT MIN 1 LAYER OF 5/8" GYP BOARDS ON BOTH SIDES.
PROVIDE BUILT-UP (3)
STUDS ASSEMBLY AT
EXTERIOR CORNERS AND
AT ALL WALL
INTERSECTIONS w/ 16d AT
24"OC INTERNAILING
LAP PLATES AT ALL
INTERSECTIONS AND CORNERS
AND PROVIDE 4-16d AT EACH
LAP, SEE DETAIL
AT HOLES IN
TOP PLATES
SEE
CONT. 2x MIN SILL PLATE L.V.P. AT
16"OC, MAX SEE , DOUBLE
SILL PLATE WITH NAILING PER
SCHEDULE WHERE LW
CONCRETE TOPPING IS PLACED
NOTE:
CUTTING, NOTCHING, OR BORING OF
STUDS OR PLATES SHALL COMPLY
WITH DETAILS ON .
CONCRETE CONDITION
HEADER, SEE PLAN
AND DETAIL
16d AT 12"OC
TYPICAL AT ALL
MULTIPLE
STUDS
2x SOLID BLOCKING OR
WALLS OVER 10'-0"
HIGH W/ 2-10d TOE
NAIL EACH END 48"o.c.
MAX SPACING
2-16d END NAILS, MIN
(TYP TOP & BOTTOM)
U.N.O.
STUDS AT 16"OC MAX, TYP AT
FURRED AND NON-BEARING
INTERIOR PARTITIONS, SEE PLAN
& SCHEDULE DETAIL
DOUBLE KING STUDS
WHERE REQUIRED
SEE DETAIL
FOR HOLES IN STUDS
SEE DETAIL
LAP END TO
OCCUR OVER
STUD (TYPICAL)
16d AT 12"OC MAX,
U.N.O.
SEE DETAIL
4'-0" MIN LAP FOR SPLCE
WALL HEIGHT 'H'
BAY OF 2x SOLID
BLKG AT DOORS
AT HOLES IN
SILL PLATES
SEE
/1 S6.03
/5 S6.02
/8 S6.02
/----
/1 S6.02
/2 S6.04
/1 S6.03
/10 S6.03
/8 S6.02
S6.02
3
TRIM TO ACCOMODATE
ROOF SLOPE AND
PROVIDE FULL BEARING
FOR TOP PLATE
JOIST
PER PLAN
MAX 2"
GLB PER PLAN,
NOTCHED TO
ACCOMODATE ROOF
SLOPE AND PROVIDE
FULL BEARING
CRIPPLE STUDS/POST
PER PLAN
HEADER PER PLAN
SHEARWALL
SHEATHING
PER PLAN
NOTES:
1. SEE FOR ALL INFO NOT SHOWN.
2. IN LIEU OF NOTCHING, IT'S STRUCTURALLY ACCEPTABLE TO USE
SHAPED TOP PLATE TO PROVIDE FULL BEARING FOR GLB.
/4 S6.22
(2) SIMPSON A34 AT
EA ROOF JOIST,
ONE ON EA SIDE
SIMPSON A34
@ 9" OC
3
NOTES:
1. SEE FOR ALL INFO NOT SHOWN.
2. IN LIEU OF NOTCHING, IT'S STRUCTURALLY ACCEPTABLE TO USE
SHAPED TOP PLATE TO PROVIDE FULL BEARING FOR GLB.
GLB PER PLAN,
NOTCHED TO
ACCOMODATE ROOF
SLOPE AND PROVIDE
FULL BEARING
CRIPPLE STUDS/POST
PER PLAN
HEADER PER PLAN
SHEARWALL
SHEATHING
PER PLAN
MAX 2"
JOIST
PER PLAN
/4 S6.22
(2) SIMPSON A34 AT
EA ROOF JOIST,
ONE ON EA SIDE
SIMPSON LTP4
@ 9" OC
SIMPSON A34
@ 9" OC
BN
3
3
3
3
POST SEE PLAN
FOR SIZE
TOP OF CONCRETE
FILLED METAL DECK
PER PLAN
SIMPSON A35 OR BCO
EACH SIDE
2x CONTINUOUS SILL PLATE
1/2"Ø KB-TZ2 W/ 2"
EFF-EMBED
1 1/2"
3"
9"
POST PER PLANPL 1/4x3x0'-9" EACH
SIDE W/ (2) 3/4"Ø BOLTS
CONC FILLED METAL
DECK PER PLAN
3/16
TYP
3/16
TYP
STL BEAM PER PLAN
1/4" STIFF PL
AT EA END
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
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2/12/2025 12:03:30 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
WOOD
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.04
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 3/4" = 1'-0"3 TYPICAL WALL FRAMING DETAILS EXTERIOR AND INTERIOR BEARING
SCALE : 1" = 1'-0"1 GLB DETAIL
SCALE : 1" = 1'-0"2
INTERIOR WALL STUD SCHEDULE
(NON-BEARING)
SCALE : 3/4" = 1'-0"4 TYPICAL WALL FRAMING DETAILS - NON-BEARING WALLS
1A GLB EXTERIOR DETAIL
1B GLB OVERHANG DETAIL
SCALE : 1" = 1'-0"5
TYP WOOD POST ON SILL PLATE &
CONC FILLED DECK
SCALE : 1" = 1'-0"6
ISOLATED WOOD POST ON SILL PLATE &
CONC FILLED DECK
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
MIN
1"CURB WHERE
OCCURS
POST PER
SCHEDULE
SHEARWALL
PER PLAN
ANCHOR
BOLT/THREADED
ROD PER SCHED
PLATE WASHER
PER SCHED
NOTE:
FOR HOLDOWN DETAIL AT CONC FILLED METAL DECK, SEE DETAIL ./4 S7.02
EMBED
15"
DOUBLE STUD OR
POST PER PLAN
CL OF HOLDOWN
HOLDOWN PER PLAN
SHEATHING ON
INTERIOR FACE
FOR SHEAR WALLS
WHERE OCCURS
EN
EN
STUD WALL
PER PLAN
1/2" MIN
3/8" MIN 2"
PER PLAN
EN
SHEATHING CONT.
THROUGH WHERE
POST PER
PLAN
HOLDDOWN
OCCURS2"
DBL STUD OR
POST PER PLAN
EN
EN
HOLDDOWN
PER PLAN
DBL STUD OR
POST PER PLAN
2"
1/2"
NOTE:
HOLDOWNS PER DETAILS
SHALL BE STAGGERED SIM TO
KING STUD
WHERE OCCURS
DBL STUD OR
POST PER PLAN
HOLDOWN
PER PLAN, TYP
SHEATHING
PER X/X EN
TYP
12" MAX
/2B S6.05
/1 S6.05
2A
S6.05
NOTE:
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLAT WASHERS; AND HOLD-DOWNS SHALL BE FINGER TIGHT
AND WRENCH TURNED JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE
WASHERS ON THE POST ONTHE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3 INCHES
BY 3 INCHES.
MARK MODEL # OF SIMPSON SDS
1/4"x2 1/2" TITEN
SCREWS TO POST
ANCHOR BOLT /
THREADED ROD
DIAM (IN)
F1554
GR55
PLATE WASHER SIZE
HD1 HDU2-SDS2.5 6 5/8 3/8" X 1 1/2"X 1 1/2"
HD2 HDU4-SDS2.5 10 5/8 3/8" X 1 1/2"X 1 1/2"
HD3 HDU2-SDS2.5 6 5/8 3/8" X 1 1/2"X 1 1/2"
HD4 HDU4-SDS2.5 10 5/8 3/8" X 1 1/2"X 1 1/2"
MARK MODEL # OF 6d SINKER
NAILS FLOOR TO FLOOR TIE NOTES
HDS1 MSTC 52 44 1. INSTALL STRAP OVER SHEATHING.
2. PROVIDE 1/2 OF REQUIRED NAILS IN EACH MEMBER BEING CONNECTED.
HDS2 MSTC 66 64
t x L x W
HOLDDOWN SCHEDULE
VERTICAL SEISMIC STRAP SCHEDULE
POST SIZE
4x6
6x6
6x6
6x10
SILL PL
THICKNESS
2x
3x
2x
3x
LSTHD8 HOLD DOWN
@ 48" OC EA SIDE
(2) 2x6 @ HOLD DOWN
STRAPS AND@ (1) 2x6 @
16" O.C. INTERMITTENT
3 "
CONT #4 REBAR
42" MAX
2"
SOG PER PLAN
PER PLAN, UNO
16" MAX
EDGE NAILING
PER PLAN, UNO
16" MAX
HOLDOWN
PER PLAN
TYPICAL
COMPRESSION
POST W/ EN PER
SCHEDULE
SHEATHING ON
BOTH SIDES
WHERE OCCURS
TYPICAL WALL
STUD PER PLAN
AND SCHEDULE
PER PLAN, UNO
16" MAX
HOLDOWN
PER PLAN
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
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2/12/2025 12:03:31 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
WOOD SHEAR
WALL DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.05
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
1A SINGLE HOLDDOWN
2B WALL END
2A INTERMEDIATE WALL
2D TYP WALL CORNER/END
2C
TYP FOR WALL ENDS AT OPENINGS
WHERE DOUBLE HOLDOWN IS REQUIRED
SCALE : 1" = 1'-0"2 TYPICAL SHEARWALL HOLDOWNS
SCALE : 1" = 1'-0"1 TYPICAL HOLDOWN SCHEDULE
SCALE : 1" = 1'-0"3 PARTIAL WALL ANCHORAGE
SCALE : 1" = 1'-0"4 TYPICAL SHEAR WALL AT INTERSECTIONS
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
CONCRETE CONDITION
ROOF CONDITION
FIELD NAILING,
TYPICAL AT ALL
INTERMEDIATE
SUPPORTS
EDGE NAIL TO TOP PLATE
TYPICAL STUDS
FULL SIZE PLYWOOD OR
OSB SHEET, TYPICAL
U.N.O. (PLYWOOD FACE
GRAIN PARALLEL TO STUD)
EDGE NAIL TO SOLE PLATE
SOLE PLATE NAILING
SEE SCHEDULE
CONT 2x MIN SOLE
PLATE, SEE SCHEDULE
3x STUD AT
WALL TYPE B, C, D
STAGGER EDGE NAILS
AT PANEL JOINTS,
TYPICAL
HEADER, SEE
PLAN SCHEDULE
16d @ 12"o.c.
TYPICAL AT ALL
MULTIPLE
STUDS
STRAP TIE AT
CORNER, PER
EDGE NAILING
HEADER, SEE PLAN
AND SCHEDULE
FIELD NAILING,
TYPICAL AT ALL
INTERMEDIATE
SUPPORTS
EDGE NAIL TO POSTS
2x SOLID BLOCKING
FOR WALLS OVER
8'-0" HIGH w/ 2-10d
TOE NAILS EACH
END 48"o.c. MAX
SPACING
4x MIN POST
EDGE NAIL TO POST
2x CRIPPLE STUD
16d @12"o.c.
TYPICAL
EDGE NAIL
TO SILL PLATE
EDGE NAIL
TO SILL PLATE2-16d END NAILS,
MIN (TYP TOP &
BOTTOM) U.N.O.
FOR ANCHOR BOLT
SIZE AND SPACING
SEE SCHEDULE
CONT 3x MIN SILL
PLATE, SEE
SCHEDULE
HOLDOWN, SEE PLAN
& SCHEDULE, TYPICAL
2x STUD
EDGE NAIL
TO POST
4x MIN POST
EDGE NAIL TO
TOP PLATE
CONT 2-2x
TOP PLATES
SOLID BLOCKING
CONT RIM BOARD
CONT (2) 2x TOP PLATES
NOTES:
1. ALL PLYWOOD SHALL BE 4 PLY MINIMUM AND ALL PANEL EDGES SHALL BE BLOCKED.
2. ALL NAILS SHALL BE COMMON NAILS.
3. PROVIDE EDGE NAILING AT ALL EDGES OF SHEATHING, END STUDS, SOLE PLATES AND TOP PLATES.
4. WHERE SHEAR CAPACITY IS LESS THAN 600 PLF A 2x SILL PLATE MAYBE USED IN LIEU OF 3x IF THE ANCHOR BOLT SPACING IS REDUCED TO 1/2 OF
THE REQUIRED SPACING CALLED OUT IN THIS SCHEDULE.
5. WHERE 10d NAILS ARE 3" ON CENTER OR LESS, OR SHEAR CAPACITY IS GREATER THAN 300 PLF, NAILS SHALL BE STAGGERED AND FRAMING
MEMBER AT PANEL EDGES (EXCEPT INTERMEDIATE SUPPORTS) SHALL BE 3x MIN THICKNESS UNLESS NOTED OTHERWISE IN NOTE 4.
6. NAILS SHALL BE 1/2" MINIMUM FROM PLYWOOD PANEL EDGE. NAILS SHALL BE 3/8" MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR
EXCEEDS 300 PLF.
7. SOLE NAILS OR LAGS APPLY TO SILL PLATE ATTACHMENTS WHERE THE SHEAR WALL IS LOCATED ABOVE A CRIPPLE WALL, ANOTHER
SHEARWALL OR OTHER WOOD FRAMING. WHERE SILL PLATE IS ON TOP OF CONCRETE OR MASONRY SEE ANCHOR BOLTING COLUMN FOR
REQUIRED ATTACHMENT.
8. BASE FRAMING SHALL BE DOUBLE 2x TOP PLATE OR 3x BLOCKING MINIMUM. SIMPSON SDS SCREWS TO HAVE A MINIMUM OF 2" PENETRATION
INTO RIM JOIST. LAG BOLT PENETRATION (NOT INCLUDING TAPERED TIP) INTO BASE FRAMING SHALL BE 3" MINIMUM.
9. WHERE LTP4 ARE INSTALLED OVER PLYWOOD 8dx2 1/2" NAILS SHALL BE USED IN LIEU OF HANGER NAILS.
10. SEE TYPICAL BEARING WALL FRAMING DETAIL FOR STUD WALL CONSTRUCTION.
11. PROVIDE SIMPSON BPS OR LBPS PL WASHER AT EACH ANCHOR BOLT.
12. ANCHOR BOLTS (A.B.) SHALL HAVE 5" MIN EMBEDMENT INTO CONCRETE. LENGTHEN A.B. AS REQUIRED FOR EMBEDMENT AND SILL PLATE
THICKNESS. THERE SHALL BE A MIN OF TWO A.B. PER SILL PIECE WITH ONE A.B. LOCATED NOT MORE THAN 12" OR LESS THAN 6" FROM EACH END
OF THE SILL PIECE. FOR ANCHOR BOLTS AT CONCRETE CURB SEE DETAIL . FOR ANCHOR BOLT TO CONC FILLED METAL DECK, SEE 4/S7.02.
13. ORIENTED STRAND BOARDS (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED IT IS RATED BY APA'S PERFORMANCE
STANDARD RATING AND IS RATED STRUCTURAL I AND FOR EXTERIOR USE.
14. SPACING SHOWN ARE BASED ON FULL LENGTH OF SHEAR WAL SHOWN ON THE PLANS. WHERE IT IS NOT POSSIBLE TO PLACE THE ANCHOR
BOLTS DUE TO LOCATION OF THE TIE-DOWNS ANCHOR, BOLTS SPACING SHALL BE REDUCED SO TOTAL NUMBER OF ANCHORS REMAIN THE
SAME. SEE DETAIL WHERE ANCHOR BOLT INTERFERE WITH COMP POSTS.
15. USE MIN 4x END POSTS AT ALL SHEARWALLS UNLESS OTHERWISE NOTED.
16. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL OFFSET PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBERS.
17. INDIVIDUAL PIECES OF PLYWOOD SHALL NOT BE LESS THAN 16" IN LEAST DIMENSION NOR LESS THAN 5 SQFT. IN TOTAL AREA.
18. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED SILL PLATES OR FRT TREATED WOOD PRODUCT SHALL BE GALVANIZED.
19. REDUCED SHEAR WALL CAPACITY SHOWN IN SCHEDULE IS FOR FRT TREATED WOOD WITH HOOVER PYRO-GUARD PER LARR25150.
20. SAWN LUMBER RIMS OR BLOCKING SHALL BE USED WHERE A SAWN LUMBER FLOOR OR ROOF SYSTEM IS BEING USED AND LVL RIMS OR
BLOCKING SHALL BE USED WHERE AN ENGINEERED WOOD FLOOR OR ROOF SYSTEM IS BEING USED FOR RIM BEAM OPTIONS AT EXTERIOR
FRT WALLS.
21. AT CONTRACTOR'S OPTION, CONNECTORS FOR THE LOWER SHEAR WALL MAY BE OMITTED BY EXTENDING THE WALL SHEATHING ABOVE THE
DOUBLE TOP PLATE AND ATTACHED TO RIM OR BLOCKING WITH EDGE NAILING PER SCHEDULE.
22. TWO LINES OF BOUNDARY NAILING ARE REQUIRED AT ALL INTERIOR WALLS.
23. BUILDING EXTERIOR WALL PLYWOOD SHEATHING SHALL BE FIRE RETARDANT TREATED WIT HOOVER PYROGARD (LARR #25150)
/2 S6.06
CS16 U.N.O. OVER 2x BLK'G TYP. AT
OPENING IN SHEARWALL APPLY
STRAP OVER SHEATHING
/8 S5.01
FLOOR
FLOOR
CS 16-R STRAP
TOP AND BOTTOM
OF OPENING
EN AROUND
OPENINGS
NOTES:
1. BLOCKING AND STRAPPING NOT REQUIRED WHEN OPENING DIMENSION ARE LESS THAN 6" AND THEY ARE SPACED
AT (2) OR MORE STUD BAYS.
2. MULTIPLE ADJACENT OPENINGS SPACED LESS THAN (2) BAYS SHALL BE CONSIDERED AS SIGNLE JOINED OPENING.
16" MAX
16" MAX
4x BLKG AT
STRAP
16" OC
ALL STUDS
FLOOR
FLOOR
SEISMIC STRAP
PER SHEAR WALL
SCHEDULE
4x BLKG AT
STRAP
EN
AROUND
OPENINGS
NOTE:
WHERE PLYWOOD SHEATHING IS SPECIFIED ON
BOTH SIDES OF WALL PER SHEAR WALL SCHEDULE,
PROVIDE STRAP ON BOTH SIDES OF WALL.
TYP
Ls
15/32" STRUCTURAL I
SHEAR WALL SHEATHING / NAILING SCHEDULE
SILL ATTACHMENT
WOOD LAG SCREWS
B 2x
SHEATHING
15/32" STRUCTURAL I
WALL
SYMBOL
A
FRAMING
SIZE
2x
10d @12" OC10d @4" OC
SUPPORTS (FN)
INTERMEDIATE
10d @12" OC10d @6" OC
EDGE (EN)
NAILING
SHEAR CAPACITY
PER AWC SDW5
ASD / LRFD
5/8"Ø @ 32" OC
5/8"Ø @ 32" OC
ANCHOR BOLTING
7,8
11,12
2,5.6
1,14,16 3
10,14
4,5
LTP4 OR A35
16" OC
16" OC
9
SIMPSON SDS25
@12" OC
SIMPSON SDS25
@8" OC
REDUCED
SHEAR CAPACITY
FOR FRT
PLYWOOD WALLS
ASD / LRFD
18,
MIN. RIM OR
BLK'G AT FLOOR
OR ROOF
19
459 PLF / 734 PLF
288 PLF / 490 PLF 2x OR 1 3/4 LVL
2x OR 1 3/4 LVL510 PLF / 816 PLF
320 PLF / 544 PLF
24
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
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R
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2
0
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O
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2/12/2025 12:03:32 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
WOOD SHEAR
WALL DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.06
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"1 TYPICAL PLYWOOD SHEARWALL AND SCHEDULE
SCALE : 3/8" = 1'-0"3
FRAMING AROUND SMALL OPENINGS
IN SHEAR WALLS
SCALE : 3/8" = 1'-0"2
FRAMING AROUND LARGE
OPENINGS IN SHEAR WALLS
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
9' - 0" MAX
LANDING
SIMPSON LSTA 18
W/ (6) 10d EA END
SIMPSON A35 @ 12" OC
SIMPSON LSSU310
2x8 @ 16" OC (6'-0" MAX SPAN)
2x10 @ 16" OC (9'-0" MAX SPAN)
4x12 D.F. #1 BEAM FOR SPAN = 4'-0" MAX
6x12 D.F. #1 BEAM FOR SPAN = 9'-0" MAX
2x BLOCKING W/ 10d
NAILS @ 4" OC
2x LEDGER W/(2) SDS25312
@ 16" O.C.TO EA WALL STUD
ON ALL SIDES OF LANDING
WALL STUDS
PER PLAN
2/3 "A" MIN PER
4x BLOCKING
S6.10
5
/
2
S6
.
1
0
STAIR
OPENING
EDGE NAIL
BEAM, SEE PLAN10d @ 4" OC TO
BLOCKING
FINISH PER ARCH OVER
PLYWOOD, SEE PLAN
2 BAYS OF 2x BLKG
AT EA STRINGER
JOIST PER PLAN
H2.5A, TOP & BOT
LSTA STRAP
AT EA STRINGER
SEE SCHED FOR STAIR
STRINGER FRAMING
BM PER
WOOD STAIR STRINGER SCHEDULE
SPAN
9'-0" MAX
STRINGER SIZE
4"x14"
"A"
8" MIN
REMARKS
-
SPACING
24" OC MAX
11'-0" MAX 10" MIN -24" OC MAX
NOTE:
NO CONCRETE OR GYPCRETE TOPPING ON STAIRS OR LANDING.
4"x16"
/ -1
STAIR STRINGER
PER SCHEDULE
SEE
3/4" PLYWOOD 48:24
W/ (2) 10d AT EA STRINGER
SIMPSON A35 AT EACH STRINGER
2x P.T. W/ (2) 0.144"Ø
POWER DRIVEN SHOT PINS @ 12" OC
CONCRETE SLAB PER PLAN
ON
PER SCHEDULE "A"
/ -2 / -
2
EQ
EQ
W12x19 CTR
BTW STRINGERS
CONC FILLED DECK
PER PLAN
SHEAR TAB, BOLT
AND WELD,
SEE STRUCTURAL
DETAIL /1 S7.01
Wx BEAM PER PLAN
PL 1/2"-THK BEARING
2"
1"
1/4
1/4"-THK PL
ON EA SIDE
STAIR STRINGER
PER PLAN
4" 4"
LANDING
2x LEDGER W/ (2) SDS25312
@ 16" OC TO EA WALL STUD
ON ALL SIDES OF LANDING
WALL STUDS
PER PLAN
SIMPSON H8 AT EA
STUD (4) MIN
2x BLOCKING OR
LANDING JOIST
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
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2
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2/12/2025 12:03:32 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
WOODSTAIR
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.10
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
SCALE : 1" = 1'-0"1 WOOD STAIR STRINGER (ABOVE) TO LANDING
SCALE : 1" = 1'-0"2 WOOD STAIR STRINGER (BELOW) TO LANDING
SCALE : 1" = 1'-0"3 WOOD STAIR STRINGER (BELOW) TO CONC SLAB
SCALE : 1 1/2" = 1'-0"4 WOOD STAIR STRINGER (ABOVE) TO STEEL BEAM
SCALE : 1 1/2" = 1'-0"5 LEDGER TIES
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
ALLOWABLE HOLES -TJI JOISTS
ROUND HOLE SIZE SQ. OR RECTANGULAR HOLE SIZE
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-0"
2'-6"
2'-6"
3'-0"
4'-0"
1'-0"
1'-0"
3'-0"
3'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
16"1'-0"360
20"
18"360
360
560
560
560
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
4" 6"
91/2"
14"
117/8"
1'-6"560
360
210
230
560
210
230
110
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
230
360
110
210
230
360
110
210
1'-0"
1'-0"
1'-0"
2'-0"
1'-6"
2'-0"
2'-6"
3'-0"
13'-6"6'-6"1'-0" 3'-0" 10'-0"
2'-6"
6'-0"
6'-0"
1'-6"
3'-0"
3'-0"
2'-0"
1'-0"
1'-0"
1'-0"
8" 10"
9'-0" 15'-0"
6'-0"
5'-6"
10'-0"
11'-0"
12'-0"
16'-6"
12"
7'-0"
15"
11'-0"
15'-6"
16'-0"
17"
15'-0"
12'-0"4'-6" 8'-0"
2'-6"
2'-0"
3'-0"
5'-6"
5'-6"
1'-6"
1'-0"
2'-0"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
8'-6" 12'-6"
3'-0"
4'-0"
9'-6"
5'-6"
6'-6"
13'-6"
5'-0"
5'-6"
4'-6"
9'-0"
10'-0"
8'-0"
7'-6"
7'-6"
8'-0"
9'-0"
5'-0"
4'-0"
4'-6"
7'-0"
1'-6"
2'-0"
2'-6"
4'-0"
3'-0"
3'-6"
4'-0"
5'-6"
9'-6"
11'-0"
8'-0"
9'-0"
9'-6"
10'-6"
17'-0"2'-0" 7'-6" 13'-0" 14'-6"1'-0" 1'-0"
12"
14'-6"
16'-6"
18'-0"
17'-6'
16'-6"
3'-6"
11'-6"
9'-0"
8'-6"
7'-0"
4'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
3'-0"
6'-0"
4"
1'-0"
6"
1'-0"
14'-6"
12'-6"
14'-0"
16'-6"
10"
9'-0"
8" 17"
18'-0"
20'-6"
21'-0"
19'-6"
20'-0"
19'-6"
19'-0"
15"
16'-0"
9'-0"
10'-0"
10'-0"
11'-0"
12'-0"
9'-0"
10'-6"
12'-0"
13'-6"
9'-6"
10'-6"
10'-0"
6'-0" 10'-6"3'-0" 4'-6"
1'-0"
2'-6"
4'-0"
5'-0"
1'-0"
1'-0"
2'-0"
1'-0" 2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
3'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
9'-0"
10'-0"
4'-6"
5'-0"
5'-0"
6'-0"
6'-0"
3'-6"
4'-0"
4'-6"
2'-6"
3'-0"
3'-6"
5'-0"
5'-6"
1'-0"
2'-0"
1'-0"
1'-0"
2'-6"
3'-6"
1'-6"
2'-0"
2'-6"
3'-0"
1'-6"
2'-0"
3'-0"
4'-6"
2'-6"
3'-0"
6'-6"
7'-6"
8'-0"
9'-6"
6'-6"
7'-0"
7'-6"
8'-0"
15'-6"
16'-0"
14'-0"
15'-0"
12'-6"
13'-0"
12'-0"
13'-0"
12'-6"
minimum
2 x L
SQ. OR RECTANGULAR HOLE SIZEROUND HOLE SIZE
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-6"
2'-0"
2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
560 1'-0"
DEPTH
18"
20"
16"
1'-0"360
TJI®
560
2" 3"
1'-0"
360
560
560
360
230
210
1'-0"
1'-0"
4" 6"
1'-0"
1'-0"
1'-0"
1'-0"
91/2"
DEPTH
117/8"
14"
210 1'-0"
110
230
360
210
360
560
230
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
210
360
110
230
110
TJI®
1'-0"
1'-0"
1'-6"
1'-0"
1'-0"
2" 3"
9'-0"6'-0"2'-6"1'-0"
2'-0"1'-0" 1'-0" 7'-0"
1'-0"
4"61/2"
1'-0"
87/8"11"
1'-0" 7'-0"
2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
8"10"
1'-0"
1'-0"
1'-0"
1'-0"
5'-0"
5'-0"
12"
10'-0"
11'-0"
15"
2'-0"
3'-0"
3'-0"
1'-6"
4'-0"
6'-6"
6'-0"
3'-6"
10'-6"
13"
11'-0"
17"
6'-6"
10'-0"
9'-0"
6'-0"
5'-6"2'-6"1'-0"
3'-0"
4'-6"
5'-0"
1'-0"
1'-6"
2'-6"
1'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-6"
1'-0"
5'-0"2'-6"
3'-6"
5'-6"
3'-0"
6'-6"
8'-0"
6'-0"
7'-0"
8'-0"
6'-0"
5'-0"
5'-0"
5'-6"
6'-0"
2'-6"
2'-0"
1'-0"
3'-0"
2'-6"
2'-0"
4"61/2"
5'-0"
87/8"11" 13"
2 x D
minimum
(applies to all
holes
except knockouts)
No field cut
holes in
hatched
zones
L
6"
1
See Table A
6"
See Table A
D1 1 L 2
9'-0"1'-6" 6'-6"10'-0"1'-0" 1'-0"
12"
11'-0"
12'-6'
11'-6"
12'-0"
6'-6"
7'-0"
10'-0"
9'-0"
87/8"
8'-0"2'-6"1'-0"1'-0"
4'-0"
2" 3"
1'-0" 1'-0"
61/2"4"
9'-6"
5'-0"
6'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
4"
1'-0"
1'-6"
6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
10"
10'-0"
11'-0"
8"
4'-0"
3'-0"
2'-6"
5'-0"
14'-0" 15'-6"
15'-6"
13"11"
14'-6"
17"
10'-6"
11'-0"
12'-0"
11'-6"
15"
13'-6"
14'-6"
8'-0"
9'-0"
10'-0"
11'-0"
6'-0"
6'-6"
7'-0"
8'-0"
7'-6"
6'-6"
6'-0"
8'-0"
7'-0"
87/8"
2'-0" 5'-0"1'-0" 1'-0"
2'-0"
3'-6"
2'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0" 1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-0"
3'-6"
4'-0"
4'-0"
5'-6"
7'-0"
5'-6"
6'-6"
2'-6"
2'-6"
3'-0"
3'-6"
1'-6"
1'-0" 2'-0"
1'-6"
1'-0"
1'-0"
2'-6"
1'-0"
2'-0"
2"
1'-0"
3"
1'-6"
5'-0"
5'-0"
5'-6"
4'-6"
4'-6"
61/2"4"
8'-0"
8'-6"
9'-0"
9'-6"
13"11"
DO NOT
cut holes in cantilever
reinforcement.
DO NOT
cut or notch flange.
Do not cut holes
larger than 11/2" in
cantilever
11/2" hole may be cut
anywhere in web out-
side hatched zone
D22
6"6"
6"
See Table B
See Table B Rectangular holes based on measurement of longest side.
For simple span (5' minimum) uniformly loaded joists meeting the requirements of current
Trus Joist product guides, one maximum size round hole may be located at the center of the
joist span provided no other holes occur in the joist.
Holes may be located vertically anywhere within the web. Leave18" of web (minimum) at top and
bottom of hole.
Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.
Distances are based on the maximum uniform loads shown in current Trus Joist product guides.
For other load conditions or hole configurations contact your Trus Joist representative.
Table B - Intermediate or Cantilever Support
Minimum distance from edge of hole to inside face of nearest
intermediate or cantilever support
Table A - End Support
Minimum distance from edge of hole to inside face of
nearest end support
TJI 230
2-TJI 210
TJI 210
TOP FLANGETYPE
ITS2.06/d
MIT4.28/d
ITS2.37/d
2-TJI 230 MIT35/d-2
TJI 360
2-TJI 360
ITS2.37/d
MIT35/d-2
TJI 560 ITS3.56/d
HANGERS ARE TYPICAL U.N.O. IN DRAWINGS.
USE SKEWED OR SLOPED HANGERS AS REQUIRED.
FASTENERS SPECIFIED FOR MAXIMUM LOADS.
INSTALL PER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES WITH
4.
3.
NOTES:
1.
'd' IS MEMBER DEPTH2.
SIMPSON DESIGNATIONS
FACE MOUNTED
IUS2.06/d
MIU4.28/d
IUS2.37/d
MIU4.75/d-2
IUS2.37/d
MIU4.75/d-2
IUS3.56/d
TJI JOIST
2 ROWS 16d
@ 3"OC EACH SIDE
2 ROWS 8d @ 6" OC
CLINCH AS REQUIRED
CONTINUOUS FILLER BLOCK
FOR LENGTH, SEE PLAN
TIGHT FIT AT
BOT FLANGE
2"
TYP
2"
2"
3"
2"
1/8" MIN
1/2" MAX
3"
TIGHT FIT AT BOT FLANGE
WEB STIFFENER
WEB STIFFENER
SIZE
BY MANUFACTURER
(12" MINIMUM)
TJI JOIST
(2) 8d NAILS EACH SIDE
CLINCH AS REQUIRED
2"
1/8" MIN
1/2" MAX
2"
AA AA
I14
"I" JOIST
"I" JOIST BLOCKING
PANEL
(SAME SIZE & MATERIAL
AS JOISTS)
SNUG FIT
AT BOTTOM
2x4 BLOCK, TYP
"I JOIST WEB
BLOCKING PANEL
(3) 8d EACH BLOCK
TYPICAL
1/8" MIN
1/2" MAX
SECTION A-A
NOTE:
FOR SOLID BLOCKING AT TIEDOWNS, SEE TIEDOWN ELEVATIONS.
1 3/4" LSL
RIM BOARD
SQUASH BLOCKS
10d TOP & BOTTOM
TYPICAL
CONTINUOUS
(2) 2x TOP PLATES
POST OR JAMB
SEE PLAN
1 3/4" LSL
RIM BOARD
POST OR JAMB
SQUASH BLOCK
(1) 2x4 MIN AT 2x4 WALL
(2) 2x4 MIN AT 2x6 WALL
1/8"
WIDTH TO MATCH
POST OR JAMB
NOTE:
FOR SOLID BLOCKING AT TIEDOWNS, SEE TIEDOWN ELEVATIONS.
TJI JOIST
POST OR JAMB
SQUASH BLOCK
EACH SIDE
WEB
STIFFENER
EACH SIDE
TJI JOIST
SEE PLAN
10d TO TOP
& BOTTOM
FLANGE, TYP
2x4 MINIMUM
SQUASH BLOCK
EACH SIDE
POST OR JAMB
SEE PLAN
WEB
STIFFENER
EACH SIDE
CONTINUOUS
(2) 2x TOP
PLATES
STUDS
SEE PLAN
TO MATCH
WIDTH
POST
WIDTH TO MATCH
POST OR JAMB
AT TJI, PROVIDE FILLER BLOCK ONE SIDE, SEE
3/-
AT SHEAR AND FIRE WALLS,
PLYWOOD OR GYP BOARD
SHALL BE CONTINUOUS
BEHIND LEDGER
WALL
STUDS
2x BLKG
AS
REQ'D
14'-0"
12'-6"
9'-6"
8'-0"
SPAN MAX
2x6 AT 16" OC
2x6 AT 24" OC
2x4 AT 16" OC
2x4 AT 24" OC
CEILING JOISTS
2x4 LEDGER
WITH 2-16d
TO EACH STUD
1. FOR SPANS GREATER THAN 14'-0", USE HUNG CEILING DETAILS.
2. DO NOT SUPPORT MECHANICAL EQUIPMENT ON CEILING JOISTS,
PROVIDE HANGERS TO STRUCTURE ABOVE.
NOTE:
2x BLKG
JOIST HANGER
1x4 HANGER
WITH (2) 8d
EACH END
MAXIMUM SPAN
SEE TABLE FOR
FLUSH BEAM
BEAM
GYPCRETE OVER PLYWOOD
SHEATHING & TJI JOISTS
SEE PLAN
FLUSH BEAM, SEE PLAN
10d AT 6" OC
IUT HANGER, TYPICAL
SEE SCHEDULE
AT STUD WALL ABOVE
SEE PLAN
GYPCRETE OVER PLYWOOD
SHEATHING & TJI JOISTS
SEE PLAN
10d AT 6" OC
AT STUD WALL ABOVE
SEE PLAN
BEAM, SEE PLAN
IUT HANGER, TYPICAL
SEE SCHEDULE
FINISH PER ARCH OVER
PLYWOOD SHEATHING &
TJI JOISTS SEE PLAN
STUD WALL, SEE PLAN
16d AT 8" OC
STUD WALL, SEE PLAN
EDGE
NAIL
SQUASH BLOCK UNDER
POST OR JAMB
TJI BLOCKING
(4) 10d EACH BLOCKING
TYPICAL
(1) 10d EACH SIDE
JOIST FLANGE TO
TOP PLATE, TYPICAL
3
TJI BLKG AT 48" OC
16d AT 8" OC
CONTIN TJI
ABOVE WALL
w/ 10d TOE
NAIL AT 6" OC
TO TOP PLATE
STUD WALL
SEE PLAN
10d AT 4" OC TO TJI BLKGSTUDS, SEE PLAN
FINISH PER ARCH
OVER PLYWOOD SHEATHING
& TJI JOISTS SEE PLAN
3
16d AT 8" OC
TJI BLKG w/
10d TOE NAIL
AT 6" OC TO
TOP PLATE
STUD WALL
SEE PLAN
STUDS, SEE PLAN
FINISH PER ARCH OVER
PLYWOOD SHEATHING &
TJI JOISTS SEE PLAN
3
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
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b
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L
O
C
2/12/2025 12:03:34 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TJI DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.21
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 3/4" = 1'-0"1 TJI JOISTS - ALLOWABLE HOLES SCHEDULE
SCALE : 1" = 1'-0"2 HANGER SCHEDULE - "I" JOIST
SCALE : 1 1/2" = 1'-0"3 FILLER BLOCK NAILING
SCALE : 1 1/2" = 1'-0"4 WEB STIFFENER NAILING
SCALE : 1 1/2" = 1'-0"5 "I" JOIST BLOCKING
SCALE : 1" = 1'-0"6 SQUASH BLOCK AT RIM BOARD
SCALE : 1" = 1'-0"7 SQUASH BLOCKS AT TJI JOIST
SCALE : 1" = 1'-0"8 SUSPENDED WOOD CEILING
SCALE : 1" = 1'-0"9 TJI TO BEAM CONNECTION
SCALE : 1" = 1'-0"10
BEARING WALL -
JOIST PERPENDICULAR
SCALE : 1" = 1'-0"11 BEARING WALL - JOISTS PARALLEL
SCALE : 1" = 1'-0"12
BEARING WALL -
JOISTS PARALLEL/PERPENDICULAR
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
TJI BLKG AT 24" OC
SEE
TJI FRAMING
SEE PLAN
STUD WALL
SEE PLAN
(2) 2x4 TOP PLATES
(1) 10d EA SIDE
STUDS, SEE
PLAN
TJI BLKG
AT 24" OC
SEE
(2) 16d AT EACH
BLKG PANEL
FINISH PER ARCH OVER
PLYWOOD SHEATHING &
TJI JOISTS SEE PLAN
WALL ABOVE
WHERE IT
OCCURS
SEE PLAN CONTINUOUS
2x SOLE PLATE
W/ (2) 16d AT
EACH BLKG
PANEL
/5 S6.21/5 S6.21
3
3
3
STUDS,
SEE PLAN
CONTINUOUS
2x SOLE
PLATE W/ 16d
AT 8" OC
STAGGERED
16d AT 8" OC
CONTINUOUS
TJI ABOVE
WALL
W/ 10d TOE
NAIL AT 6" OC
TO TOP PLATE
DBL TJI'S
BELOW WALL
SEE PLAN
10d AT 4" OC TO
TJI BLKG PANEL
TJI BLKG AT 48" OC
SEE
STUD WALL
SEE PLAN
FINISH PER ARCH OVER
PLYWOOD SHEATHING &
TJI JOISTS SEE PLAN
WALL
ABOVE
WHERE IT
OCCURS
SEE PLAN
/5 S6.21 3
3
WINDOW, S.A.D.
OPENING, S.A.D.
STUD WALL, SEE PLAN
SILL, SEE SCHEDULE
HDR, SEE SCHEDULE & PLAN
CRIPPLE STUDS
FINISH PER ARCH OVER
PLYWOOD SHEATHING
& TJI JOISTS, SEE PLAN
EDGE NAIL
EDGE NAIL
PLYWOOD SHEATHING
SEE PLAN & SCHED
NOTE:
FOR INFO NOT SHOWN
SEE DETAIL 4/-.
S.A.D.
PLYWOOD SHEATHING
SEE PLAN & SCHED
3
1 3/4" LSL RIM BOARD
TJI BLOCKING PANEL
(1) 10d EACH SIDE TO
TOP PLATE, TYPICAL
PLYWOOD
SHEATHING
PLYWOOD
SHEATHING
PLYWOOD JT ON
RIM BOARD
PLYWOOD
SHEATHING
TJI JOIST, SEE PLAN
EDGE NAIL
3/4" MIN PLYWOOD JOINT, S.A.D.
STUDS, SEE PLAN
SQUASH BLOCK UNDER POST OR DBL
JAMB STUDS, SOLID BLOCK AT TIEDOWNS
PLYWOOD SHEATHING & TJI
JOISTS SEE PLAN
PLYWOOD SHEATHING
SEE PLAN & SCHEDULE
STUDS, SEE PLAN
CONTINUOUS (2) 2x TOP PLATES
10d AT 4" OC TO
TJI BLKG PANEL
EDGE NAIL
TJI BLKG AT 48" OC
A35'S PER
SHEARWALL SEE SCHEDULE
CONT 1 3/4" LSL RIM BOARD
PARAPET DETAIL,
SEE , TYP/5 S6.22
CONT FRT SOLE PLATE
FLUSHED HEADER
SEE SCHEDULE & PLAN
EDGE NAIL
NOTE:
FOR INFO NOT SHOWN SEE DETAIL 7/-.
PARAPET DETAIL,
SEE , TYP/5 S6.22
STUDS, SEE PLAN
FRAMING ANCHOR, SEE
SHEAR WALL SCHEDULE
EDGE NAIL
3 1/2" LSL BLOCKING, TYPICAL
LSL BLKG
PLYWOOD
SHEATHING
PLYWOOD SHEATHING
SEE PLAN & SCHEDULE
FINISH PER ARCH OVER
PLYWOOD SHEATHING
& TJI JOISTS SEE PLAN
(1) 10d EACH SIDE
TO TOP PLATE,
TYPICAL
CONTINUOUS (2) 2x TOP PLATES
(W/ (1) ADDL SHAPED TOP
PLATE, MATCHING ROOF SLOPE
PER ARCH)
PLYWOOD SHEATHING
3
B.N.
PLYWOOD
SHEATHING
PLYWOOD SHEATHING
PLYWOOD SHEATHING
SEE PLAN & SCHEDULE
E.N.
1 3/4" LSL RIM BOARD
TJI BLOCKING PANEL
(1) 10d EACH SIDE TO
TOP PLATE, TYPICAL
TJI JOISTS
SEE PLAN
FINISH PER ARCH OVER
PLYWOOD SHEATHING
& TJI JOISTS SEE PLAN
10d AT 4" OC TO
TJI BLOCKING PANEL
TJI BLKG AT 48"o.c.
CONT SHAPED 1 3/4" PSL
STUDS, SEE PLAN
CONTINUOUS (2) 2x TOP PLATES
E.N.A35 PER SHEAR WALL
SCHEDULE
3
PLYWOOD
SHEATHING
CONTINUOUS
2x SOLE PLATE
W/ 16d AT 8" OC
(1) 10d EACH SIDE TO
TOP PLATE, TYPICAL
STUD WALL, SEE PLAN
FINISH PER ARCH OVER
PLYWOOD SHEATHING
& TJI JOISTS SEE PLAN
CONTINUOUS
(2) 2x TOP PLATES
(1) 10d EACH SIDE TO
TOP PLATE, TYPICAL
CONTINUOUS
JOIST
DO NOT SPLICE
WALL ABOVE
WHERE IT OCCURS
SEE PLAN
TJI BLKG
WHERE WALL
ABOVE OCCURS
STUDS, SEE PLAN
CONTINUOUS
2x SOLE PLATE
W/ 16d AT 8" OC
TJI BLKG
SEE
TJI BLKG AT
WALL ABOVE
/5 S6.21
3
3
EDGE NAIL
3/4" MIN PLYWOOD JOINT, S.A.D.
CONTINUOUS 2x SOLE PLATE
W/ 16d AT 8" OC, TYP U.N.O.
AT SHEARWALLS SEE SCHED
STUDS, SEE PLAN
PLYWOOD
SHEATHING
RIM BOARD
TJI JOISTS, SEE PLAN
PLYWOOD
SHEATHING
PLYWOOD JT ON
RIM BOARD
PLYWOOD
SHEATHING
SQUASH BLOCK UNDER POST OR DBL
JAMB STUDS, SOLID BLOCK AT TIEDOWNS
PLYWOOD
SHEATHING & TJI JOISTS
SEE PLAN
PLYWOOD SHEATHING
SEE PLAN & SCHEDULE
STUDS, SEE PLAN
CONTINUOUS (2) 2x TOP PLATES
(1) 10d EACH SIDE TO
TOP PLATE, TYPICAL
PLYWOOD SHEATHING
SEE PLAN & SCHEDULE
EDGE NAIL
EDGE NAIL
WEB STIFFENER, SEE
A35'S PER SHEARWALL
SCHEDULE
CONT 1 3/4" LSL RIM BOARD
PARAPET DETAIL,
SEE , TYP/5 S6.22
CONT FRT
SOLE PLATE2x6 FRT STUD, TYP
FLUSHED HEADER
SEE SCHEDULE &
PLAN
PLYWOOD SHEATHING
& TJI JOISTS, SEE PLAN
NOTE:
FOR INFO NOT SHOWN
SEE DETAIL 4/-.
EDGE NAIL
PLYWOOD SHEATHING
SEE PLAN & SCHED
PER ARCH,
1' - 3" MAX
SHEATHING TYPE (A)
PER SHEARWALL
SCHED, TYP
EN
1/2" LAG SCREW
@ 8" OC,
STAGGERED
PLYWOOD
SHEATHING
SEE PLAN
WINDOW, S.A.D.
OPENING, S.A.D.
STUD WALL, SEE PLAN
HDR, SEE SCHEDULE
CRIPPLE STUDS
SILL, SEE SCHEDULE
FINISH PER ARCH OVER
PLYWOOD SHEATHING
& TJI JOISTS, SEE PLAN
NOTE:
FOR INFO NOT SHOWN
SEE DETAIL 7/-.
S.A.D.
3
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:35 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TJI-SHEAR
WALL
TRANSFER
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.22
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"2
NON-BEARING WALL -
JOIST PARALLEL
SCALE : 1" = 1'-0"3
NON-BEARING WALL -
JOISTS PARALLEL
SCALE : 1" = 1'-0"6
DROP HEADER -
JOIST PERPENDICULAR
SCALE : 1" = 1'-0"7
EXTERIOR SHEAR WALL -
JOIST PARALLEL
SCALE : 1" = 1'-0"8
TYPICAL EXTERIOR WALL -
JOIST PARALLEL
SCALE : 1" = 1'-0"10
INTERIOR SHEAR WALL -
JOIST PERPENDICULAR
SCALE : 1" = 1'-0"11
INTERIOR SHEAR WALL -
JOIST PARALLEL
SCALE : 1" = 1'-0"1
NON-BEARING WALL - JOIST
PERPENDICULAR
SCALE : 1" = 1'-0"4
EXTERIOR SHEAR WALL -
JOIST PERPENDICULAR
SCALE : 1" = 1'-0"5
TYPICAL EXTERIOR WALL -
JOIST PERPENDICULAR
SCALE : 1" = 1'-0"9 DROP HEADER - JOIST PARALLEL
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
ELEVATOR GUIDRAILS & CONN
TO BUILDING FRAME
BY CONTRACTOR
WALL PER PLAN
REINF NOT SHOWN
FOR CLARITY
1/2" EMBEDDED PLATE W/ (6) 1/2"Ø x 4"
WELDED STUDS PL x 1'-2" SQ
CONTRACTOR TO COORDINATE
LOCATION AND SIZE OF PL
W/ ELEV SUB-CONTRACTOR
1A
S6.30
CONCRETE PIT WALL
PER PLAN
1/2" LAG SCREW
@ 8" OC STAGGERED
TJI BLKG W/ 10d TOE NAIL
AT 6" OC TO TOP PLATE
SHAFT WALL
PER ARCH
2x6 FRT STUD @ 16" OC, TYP
FINISH PER ARCH OVER
PLYWOOD SHEATHING &
TJI JOISTS. SEE PLAN
2'-0" MAX2x BLOCK @ 48" OC
ROOF JOIST
PER PLAN
ROOF PER PLAN
SHEATHING TYPE (A)
PER SHEARWALL SCHED,
TYP ON ALL SIDES
EN
2x BLKG
BNSLOPE PER ARCH
SLAB ON GRADE
PER PLAN
HSS GUIDERAIL SUPPORT
ELEVATOR PIT WALL
WHERE OCCURS
2
1
CL
2A
S6.30
CL
(3) 5/8"Øx5" LONG
HEADED STUDS
WELDED AT BOTTOM
OF PLATE
PLATE 1/2"x8"x1'-6"
(1/4)
SLAB EDGE
WHERE OCCURS
1/4
(3) SIDES
1 1/2", TYP
6"
EQ
EQ
SEE TOP CONN FOR PL
AND SCREW INFO
HSS PER PLAN
EN
TOP OF TS PER
ELEV MANUF
3/4" x 6" x (HSS DEPTH + 1") PL W/
3/4"Ø x 4" LAG ON EA SIDE OF HSS
ROOF FRAMING BN
A35 @ 24" OC
CONT BEAM
PER PLAN
CONT DBL TOP PL
1/4
1/4
TYP
4B
S6.30
1" CLR
1/4
HSS POST BELOW
HSS POST ABOVE
PER PLAN
CONC METAL DECK
PER PLAN
Wx BEAM PER PLAN
L6x6x1/2 EA SIDE OF HSS W/
13/16"x2" VERT SLOTTED HOLE
(WHERE NO POST OCCUR,
PROVIDE PL 16"x4"x1/2")
1/2"Ø DEFORMED BAR
ANCHORS PER 1/S8.23
GROUT
1" NON-SHRINK
3/4"Ø A307 THRU BOLT
AT CL SLOT
3 3/4"
TYP
2 1/2"
TYP
2 1/2"
TYP
2 1/2"
EDGE OF
CONC SOG
PL 1/2" W/ (2) 5/8"Ø A307
THRU BOLTS. AT SIM
CONDITIONS USE HEADED
STUDS PER
1/4
30"
12"
EQ
EQ
27"
TYP
1 1/2"
TYP
1 1/2"
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
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2/12/2025 12:03:35 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
ENLARGED
ELEVATOR
SECTIONS AND
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S6.30
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
SCALE : 1" = 1'-0"1 GUIDERAIL SUPPORT AT PIT WALL
SCALE : 1" = 1'-0"5 ELEVATOR POP UP
SCALE : 1" = 1'-0"2 GUIDERAIL SUPPORT AT SOG/PIT
2A PLAN VIEW
SCALE : 1" = 1'-0"3 HSS COL AT ELEVATOR RAIL
SCALE : 1" = 1'-0"4
ELEVATOR GUIDERAIL SUPPORT AT
CONNECTION DETAIL
4A DETAIL
4B SECTION
3
1A SECTION
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
STANDARD BOLTED CONNECTION SCHEDULE
BEAM
SIZE
NO. & SIZE
OF BOLTS
REQUIRED
PLATE
THICKNESS
WELD SIZE
(tw)
W8
C8
W10
C10
W12
C12
W14
W16
W18
W21
W24
W27
W30
W33
W36
W40
(2) 7/8" DIA
(2) 7/8" DIA
(3) 7/8" DIA
(3) 7/8" DIA
(4) 7/8" DIA
(4) 7/8" DIA
(5) 7/8" DIA
(6) 7/8" DIA
(7) 7/8" DIA
(8) 7/8" DIA
(9) 7/8" DIA
(10) 7/8" DIA
(11) 7/8" DIA
1/4"
1/4"
1/4"
1/4"
3/8"
3/8"
3/8"
3/8"
3/8"
3/16"
1/4"
1/4"
1/4"
1/4"
1/4"
CONNECTION NOTES:
1. ALL BOLTS TO BE ASTM A325-N.
2. BOLTS SHALL BE TIGHTENED TO AISC "SNUG TIGHT" CONDITION
UNLESS NOTED OTHERWISE.
3. CONNECTION PLATES TO HAVE AISC STANDARD HORIZONTAL
SHORT SLOTTED HOLES UNLESS NOTED OTHERWISE.
4. USE A572 GR 50 STEEL FOR SHEAR TABS.
5. SHOWN ON PLANS INDICATES NUMBER OF BOLTS
ENQUIRED IF DIFFERENT FROM ABOVE. FOR
NUMBER OF BOLTS EXCEEDING ABOVE SCHEDULE
SEE DETAIL
6. K" PER AISC, LARGER OF THE TWO CONNECTING BEAMS FOR
DETAILS
7. REFER TO FOR SHEAR TAB WELD @ SKEW CONDITION.
8. * USE AISC STANDARD HORIZ SHORT-SLOTTED HOLES IN
CONNECTION PLATE.
9. WHERE CROSS BEAMS OCCUR, USE FULL HEIGHT STIFFENER OF
THE THICKNESS REQ'D FOR THE CROSS BEAM CONNECTION IN
LIEU OF THE 1/4" STIFFENER.
3/8"
3/8"
3/8"
3/8"
3/16"
3/16"
3/16"
1/4"
1/4"
1/4"
1/4"
/1F S7.01.
/1F S7.01.
X SC
/4 S7.01
3
1 1/2"
2"
3/4"
TYP
1 1/2"
TYP
3"
(3" MIN)
K+1 1/2"
FOR SHEAR PL AND
BOLTS SEE SCHED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
tw
tw
SEE SCHED
CL COL
TYP
3"
(3" MIN)
K+1 1/2"
FOR SHEAR PL AND
BOLTS SEE SCHED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
tw
tw
SEE SCHED
5/16
5/16 PL TO COL
FLGS, TYP
PL 3/8" T&B FOR (5)
AND FEWER BOLTS PL
5/8" T&B FOR MORE
THAN (5) BOLTS
CL COL
3/4"
2"
1 1/2"
TYP
1 1/2"
FOR SHEAR PL AND
BOLTS SEE SCHED
COPE FLANGE
AS REQUIRED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
TYP
3"
(3" MIN)
K+1 1/2"
tw
tw 3 SIDES
SEE SCHED
K+AISC MIN
NOTES:
1. PROVIDE FULL HEIGHT STIFFENER PL
WHERE INDICATED ON PLANS
2. WHEN ∆ > 0.15D USE DETAIL
CL BEAM
D
∆
3/4"2"
1 1/2"
3/4"
2"
1 1/2"
CL BEAM
TYP
1 1/2"
TYP
3"
(3" MIN)
K+1 1/2"
FOR SHEAR PL AND
BOLTS SEE SCHED
COPE FLANGE
AS REQUIRED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
tw
tw
SEE SCHED
CL BEAM
PL 1/2" W/ (2) 7/8"Ø
A325-N BOLTS
COPE FLANGE
AS REQUIRED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
3/16
3/16
2"
2"
3/4"2"
3"1 1/2"
CL COL
TYP
1 1/2"
TYP
3"
(3" MIN)
K+1 1/2"
tw
SEE SCHED
FOR SHEAR PL AND
BOLTS SEE SCHED
AISC STANDARD HORIZ
SHORT-SLOTTED HOLES
IN CONNECTION PL
BEAM OVER COL
CONN PER
COL PER PLAN
OR COL SCHED
1/4" FULL HT
STIFF PL EA SIDE
NOTE:
WHERE CROSS BEAMS OCCUR USE FULL HEIGHT
STIFFENER OF THE THICKNESS REQUIRED FOR THE
CROSS BEAM CONNECTION IN LIEU OF THE 1/4" STIFFENER.
1 1/2"
2"
(1'-0" MIN)
SEE PLANS
1/4
1/4
3 SIDES
3"
3/4"
1 1/2"
1 1/2"
SEE PLAN FOR BEAM SIZE
STIFF PL 1/4", TYP UNO
EXTEND PLATE AS REQ'D
FOR CONNECTION
NOTE:
USE LARGER PLATE AND WELD AS REQ'D
BY BEAM CONNECTION SCHEDULE.
(AISC
MIN)
(AISC
MIN)TYP, UNO
NOTES:
1. FILLET WELD SIZE S = PLATE THICKNESS.
2. FOR BEVEL WELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN b AT 45°.
3. DO NOT INCREASE DIM X WITHOUT ENGINEER'S APPROVAL.
4. * USE HORIZ SHORT SLOTTED HOLES IN PLATE AT COLUMN CONNECTION ONLY.
5. SEE SETAIL FOR ADDITIONAL NOTES.
W36
W24
W33
W30
W27
W14
W21
W18
W16
NO.& SIZE
OF BOLTS
REQUIRED
BEAM
SIZE
SKEWED BEAM CONNECTION SCHEDULE
PLATE
THICKNESS, t
5/16"
(3) 7/8"Ø
(4) 7/8"Ø
(5) 7/8"Ø
(6) 7/8"Ø
(7) 7/8"Ø
(8) 7/8"Ø*
(9) 7/8"Ø*
S
WELD FOR 1,2
80°<b<90°
WELD FOR 1,2
60°<b<80°
S + 1/16
CONN
CAPACITY
(SIGN.SHEAR)
W12
W10
W8
(9) 7/8"Ø*
(5) 7/8"Ø
(3) 7/8"Ø
(2) 7/8"Ø
(2) 7/8"Ø
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
7/16"
1/2"
1/2"
11.1K
11.1K
22.1K
35.4K
49.1K
62.7K
76.4K
83.9K
91.2K
91.2K
22.1K
49.1K
S
S + 1/8
S
S + 1/8
45°
GIRDER WEB OR
COLUMN FLANGE
FOR PLATE
SEE SCHED
BEAM WEB
3" DIM X
1 1/2"
b = 0°-60°
3/16
FOR
45°<b<60°
SEE
SCHED
45°
45°
a SEE
SCHED
FOR 30°≤b≤60°
FOR 0°≤b≤30°
SPAN/6 MAX
CL OPENING
CL SPAN
NOTES:
1. FLANGE & STIFFENER NOT REQUIRED FOR 3" SQ HOLES MAX.
2. MOMENT FRAME BEAMS, DRAG BEAMS, AND CHORD BEAMS MAY NOT BE
PENETRATED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
1/2"
1/2"
MAX
D/3
DWGS (3/4 D MAX)
VARIES SECH MECH
1/2"
D TYP
PL 1/2" FLG WIDTH x
FLG THICKNESS HORIZ
NEAR SIDE ONLY
R=1" TYP
D/3 MIN
D/3 MIN
AISC MIN
SECTION
ELEVATION
CL
B
E
A
M
&
OP
E
N
I
N
G
VERT STIFF PL EA SIDE OF
OPENING W/ SAME
THICKNESS AS BEAM WEB
AISC MIN
3 SIDES
TYP
K+1/2"
SCHEDULE 40 PIPE
SLEEVE x BEAM
FLANGE WIDTH
SPAN/6 MAX
CL OPENING
CL
B
E
A
M
A
N
D
O
P
E
N
I
N
G
CL SPAN
NOTES:
1. WHERE ROUND OPENING DIAMETER IS D/6 OR LESS, REINFORCING SHOWN IS
NOT REQUIRED.
2. MOMENT FRAME BEAMS, DRAG BEAMS, AND CHORD BEAMS MAY NOT BE
PENETRATED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
D
1/4
EA SIDE
OF WEB
D/2 MAX
MIN
D/4
3"
TYP1 1/2"3"
CLR1"
3
"
3" TYP
2" TYP
PROVIDE ADDITIONAL
(2) 3/4"Ø PUDDLE
WELDS DECK TO BEAM
AT TOP OF BRACE FOR
UNFILLED DECK
PLAN SYMBOL
PL 3/8", TYP
1/4
1/4
TYP
1/4 3 MIN
1/4 3 MIN
CONTRACTOR
OPTION IN
LIEU OF
BOLTS TYP
EA ANGLE
NOTES:
1. LOCATE BRACING AT MID-SPAN OF GIRDERS, UNO.
2. DESIGNATION ON PLAN. DOUBLE ARROWS POINTS TO BEAM
WITH BOTTOM FLANGE BRACE CONNECTION.
BEAM PER PLAN
CL FRAME
BEAM
L3x3x3/8 FOR L < 6'-0"
L4x4x3/8 FOR 6'-0" < L < 8'-0"
(2) L4x4x3/8 FOR 8'-0" < L < 12'-0"
METAL DECK
PER PLAN
CLR
1"
7/8" STITCH BOLTS
@ 24" OC W/ 3/8"
SPACER AT DOUBLE
ANGLES
(2) 7/8"Ø A325-N BOLTS
AT EA END SEE PLAN
FOR BRACE LOCATION
3"
TYP1 1/2"
MIN, TYP
1 1/2"
TYP
1/2" CLR
WF BEAM PER PLAN
CONNECTING WF
PER PLAN
AISC STANDARD
ROUND HOLES
PLATE A PER SCHED
(A572 GRADE 50)
(2)L3x3x3/8 W/ (2)1"Ø A325-SC
BOLTS EA END WHERE Δ > D/3
NOTE:
PROVIDE AT ALL BEAMS WHERE INDICATED ON PLANS:
FOR SHEAR PL AND BOLTS SEE
SCHED ON
EQ
EQTYP1 1/2"1 MIN
1
1/4
1/4
FULL-HEIGHT
STIFFENER PL
GIRDER PER PLAN
NOTE:
BEAM NOT SHOWN FOR CLARITY.
tw
T&B SEE
1/S8.01 FOR tw
D+3
GIRDER WEB OR
COLUMN FLANGE
FULL HT STIFF,
FOR THK SEE
SCHED BELOW
t
BEAM WEB
HARDENED WASHER ON
BOLT SIDE
SEE SKEWED BM CONN
SCHED, BELOW, FOR # OF
BOLTS AND BOLT SIZE
b
CONTRACTOR IS NOT TO
WELD OR TACK WELD NUTS
TO CONNECTION PLATE
CJP
4C
S7.01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:36 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
STEEL
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S7.01
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"1 STANDARD BOLTED BEAM CONNECTION DETAILS
1A BEAM TO WF COLUMN FLANGE
1B BEAM TO WF COLUMN WEB
1C BEAM TO BEAM W/ FULL-HT STIFF PLATE
1D BEAM TO BEAM
1E W6 OR C6 CONNECTION
1F BEAM TO BEAM SPLICE
SCALE : 1" = 1'-0"2 TYPICAL STIFFENER PLATES
SCALE : 1" = 1'-0"4
SKEWED BEAM CONNECTION
(FOR SKEW ANGLE=0°<b<60°)
4A PLAN
SCALE : 1" = 1'-0"5 BEAM WEB OPENING DETAIL
SCALE : 1" = 1'-0"6 BEAM WEB ROUND OPENING
SCALE : 1" = 1'-0"7
TYPICAL DIAGONAL
ANGLE BRACING - METAL DECK
SCALE : 1" = 1'-0"3 TYPICAL BRACE DETAIL
4C SECTION FOR (60° ≤ b < 90°)
4B PLAN FOR (60° ≤ b < 90°)
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
NOTES:
1. TOP FLANGE & BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS
A FLAW IN THE WELD IS IDENTIFIED BY SPECIAL INSPECTOR.
2. REMOVE RUN OFF TAB AFTER WELD IS COMPLETED.
CJP, TYP
T&B FLGS CONNECTION
PER ,TYP
MOMENT
PLAN SYMBOL
/1 S7.01
3
NOTES:
1. TOP FLANGE & BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS
A FLAW IN THE WELD IS IDENTIFIED BY SPECIAL INSPECTOR.
2. REMOVE RUN OFF TAB AFTER WELD IS COMPLETED.
CJP, TYP
T&B FLGS CONNECTION
PER ,TYP
MOMENT
PLAN SYMBOL
/1 S7.01
3
SAME THICKNESS AS
BEAM FLANGE MIN 3/4"
5/16" FULL HEIGHT
STIFF PL EA SIDE ON
COLUMN CENTERLINE
CL COL
NOTE:
WHERE CROSS BEAMS OCCUR, USE
FULL HEIGHT STIFFENER OF THE
THICKNESS REQUIRED FOR THE
CROSS BEAM CONNECTION IN LIEU
OF THE 5/16" STIFFENER.
(AISC
MIN)
TYP
1 1/2"
TYP
2"
3A
POST PER PLAN
HOLDOWN/SHEAR
WALL ELEVATION
MIN, TYP
7 DIA
2"
5/16
TYP
HOLD DOWN T.R.
HDU2
HDU4
HDU5
5/8"Ø
HDU8 7/8"Ø
SILL PLATE PER SCHEDULE
CONC DECK PER PLAN
STIFF PL1/4 AT EA SIDE
STL BEAM PER PLAN
3/16NOTE:
STIFFENER NOT REQ'D FOR
SHEAR WALL SHEAR ANCHOR.
AB Ø AND MAX
SPACING PER SCHED
ON , W/ 5"
EMBEDMENT AT
DOWN FLUTE
/1 S6.06
3
GROUT MIN
2" NON-SHRINK
CLCOL PER PLAN
PL 1/2" THK
TOP OF SLAB
OR BEAM
5B
MIN
3" CLR
1' - 0"
1/4
MIN
CL
CL
TYP
2"
TYP
2"
TYP
2"
(4) 3/4"Ø A307 BOLT
TYP
1"
GAGE
SQUARE/ROUND
HSS COL AT SIM
(SLOPED PER PLAN)
(4) 7/8"Ø A325-N
BOLTS
GROUT MIN
2" NON-SHRINKCOL PER PLAN
PL 3/4" THK
TOP OF SLAB
OR BEAM
6B
MIN
3" CLR
1' - 0"
CL
5/16
CL
CL
TYP
2
"
TYP
2"
TYP
2"
(6) 1"Ø F 1554 Gr 105,
GALV
EQ
CL BEAM
INDICATES SINGLE PLATED
DRAG CONNECTION ON PLAN
EQ
DRAG BEAM
TRANSVERSE BEAM
CL BEAM
INDICATES FULL HT
STIFFENER CONNECTION BE
USED W/SLIP CRITICAL BOLTS
DRAG BEAM
TRANSVERSE BEAM
NOTE:
SEE FOR BALANCE OF
INFORMATION.
BEAM TO BEAM7A
BEAM TO BEAM WITH LETERAL BRACING7B
FULL HEIGHT STIFFENER
PLATE W/ WT AS INDICATED
ON PLANS BY
FULL HEIGHT STIFFENER
PLATE AS INDICATED ON
PLANS BY
NOTE:
SEE FOR BALANCE OF
INFORMATION.
3/4"
1 3/4"
3"1 3/4"
2 LINES OF 1"Ø A490-SC
BOLTS SEE SCHED FOR
# OF BOLTS
3
/9 S7.02
3
/9 S7.02
BEAM TAB PL
CONNECTION W/ BOLTS
PER
CONCRETE OVER
METAL DECK PER PLAN
TOP OF SLAB
TOP OF STEEL
BEAM PER PLAN1/4
(6) 3/4"Ø x5"
HEADED STUDS
EMBED PLATE
3/4" THK
LEDGER ANGLE
PER /8 S7.11
5/16
TYP
NOTE:
SEE FOR ADDL INFO NOT SHOWN./8 S7.11
8B
S7.02
/1 S7.01 3
2"
7"
7"
2"
3" 3"
4" 4"
CL BEAM *
NOTE:
* TO AVOID CONFLICT WITH
OPPOSITE BEAM'S EMBED PL PER
PLAN, IT'S STRUCTURALLY
ACCEPTABLE TO SHIFT THE
EMBED PLATE BY 1 1/2" MAX
FROM THE BEAM CL.
3
3
CL COL
PLATE 'A'
(A572 GR 50)
tw
tw
1/2
1/2 TOP &
BOTTOM
CL COL
PLATE 'A'
(A572 GR 50)
tw
tw
SINGLE PLATE DRAG CONNECTION SCHEDULE
BEAM SIZE BOLTS / LINE PLATE A WELD
(tw)
W21
W12/W14
W16/W18
3
4
5
1/2"
1/2"
5/8"
5/16"
5/16"
1/2"
CL HSS COL
K PER AISC + 1/2"
TYP
3"
(3" MIN)
K+1 1/2" MIN
TYP
1 1/2"
2"MIN
1 1/2"
tw
tw
HSS PER PLAN
WF BEAM DEPTH
W8, W10, W12
W14, W16, W18, W21, W24
WT SIZE REQUIRED
WT5x15
WT6x43.5
WELD SIZE tw
1/4"
1/4"
PER SCHED
NO & SIZE OF BOLTS
REQUIRED
/1 S7.01
PER SCHED /1 S7.01
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:38 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
STEEL
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S7.02
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"1 BM TO BM MOMENT CONNECTION
SCALE : 1" = 1'-0"2
BM TO BM MOMENT CONN
(SAME DEPTH BEAMS)
SCALE : 1" = 1'-0"3 HSS COL BEL STEEL BM
SCALE : 1" = 1'-0"4 DETAIL
SCALE : 1" = 1'-0"5 TYP HSS COL BASE PLATE DETAIL
5A ELEVATION
5B PLAN VIEW
3A SECTION
SCALE : 1" = 1'-0"6 SLOPED ROUND HSS COL BASE PLATE DETAIL
6A ELEVATION
6B PLAN VIEW
SCALE : 1" = 1'-0"7 BEAM TO BEAM DRAG CONNECTION
SCALE : 1" = 1'-0"8 BEAM TO WALL INTERIOR CONNECTION
8B SECTION
9B SECTION9ASECTION
SCALE : 1" = 1'-0"9
SINGLE PLATE
DRAG CONN (BM TO COLUMN)
3
3
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
SCALE : 1" = 1'-0"10 BM TO HSS COLUMN USING WT PIECE
3
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
X XX
MARK STEEL DECK TYPE GAGE TOTAL THICKNESS (t) CONCRETE TYPE REINFORCING
DECK ATTACHMENT
END INTERMEDIATE SEAM MARGINAL
MAX UNSHORED SPAN
SINGLE SPAN DOUBLE SPAN TRIPLE SPAN
3/4" Ø PUDDLE
WELD @ 12" OC
3/4" Ø PUDDLE
WELD @ 12" OC
3/4" Ø PUDDLE
WELD @ 12" OC
BUTTON PUNCH
@ 36" OC 12'-5"#4 @ 18" OC EWf'c = 4000 PSI
LT WT6 1/4"18D1 W3 FORMLOK
NOTES:
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
2. SEE TYPICAL CONCRETE DETAILS FOR DEVELOPMENT AND SPLICES OF REINFORCING.
3. SPACING OF DECK SEAM CONNECTING FOR CONCRETE FILLED METAL DECKS SHALL BE
REDUCED AS REQUIRED TO PREVENT FAILURE OF CONNECTIONS AS DETERMINED BY DECK
MANUFACTURER.
D1
3/4" CLR
3 1/4"
3"
DECK REINF
PER SCHEDULE
14'-10" 14'-7"
DOWEL AT
CONSTRUCTION
JOINT
#5x6'-0" @ 12" OC
3/4" Ø PUDDLE
WELD @ 12" OC
3/4" Ø PUDDLE
WELD @ 12" OC
3/4" Ø PUDDLE
WELD @ 12" OC
BUTTON PUNCH
@ 36" OC 8'-10"#4 @ 18" OC EWf'c = 4000 PSI
LT WT4"18D2 PLB 10'-8" 11'-0" #5x6'-0" @ 12" OC
D2
1"
1 1/2"
2 1/2"
3 3 3
3
DECK REINF
PER SCHEDULE
#3 @ 12" EW (UP TO 5" PADS)
#4 @ 12" EW (UP TO 9" PADS)
#4 @ EDGE OF PAD
12"
#4 @ 2'-0" OC MAX (2 PER SIDE MIN)
WHERE PAD EDGE IS PARALLEL TO
DECK, TURN 90° TO RUN PARALLEL
TO FLUTES
4" MIN , 9" MAX
CONTRACTOR
TO VERIFY W/
MECH, ELECT &
ARCH PLANS
SLAB REINF
PER PLAN
ROUGHEN TO 1/4"
AMPLITUDE
3/4" CLR AT
TOP FLUTE
WHERE
CONFLICT
OCCURS
NOTES:
1. DECK SHALL ATTAIN FULL DESIGN STRENGTH
PRIOR TO POURING OF PAD. VERIFY WITH SEOR.
2. AT PADS WHERE EPOXY DOWELS ARE USED,
PULL TEST 50% OF DOWELS TO 1,625#.
1
" CLR
12"
FIELD TOLERANCE
6" MAX FOR
S7.11
2A
3/4"
EPOXY W/ HILTI
HIT-RE 500 V3 INTO
DRILLED HOLES
3"
CONCRETE OVER
METAL DECK PER
SCHEDULE
WF BEAM
PER PLAN
REMOVE FORM AT
2ND POUR
CONSTRUCTION JOINT
DECK REINF
PER SCHED
CONT ADD BAR TO MATCH,
TYP DECK REINF (#5 MIN)
DOWEL PER DECK SCHED
CENTERED ON C.J.
2ND POUR 1ST POUR
EQ EQ
0" CLR
CONCRETE OVER
METAL DECK PER
SCHEDULE
WF BEAM PER
PLAN, TYP
REMOVE FORM
BEFORE 2ND
POUR
CONSTRUCTION JOINT
DECK REINF
PER SCHED
CONT ADD BAR TO MATCH
TYP DECK REINF (#5 MIN)
DOWEL PER DECK SCHED
CENTERED ON CJ
2ND POUR 1ST POUR
0" CLR
DECK PERPENDICULAR TO BEAM DECK PARALLEL TO BEAM
DETAIL AT GUSSET PL
TYP
3" MIN
TYP
3"
MIN
TYP
3"
MIN TYP
3"
MIN
TYP
7/8"
MIN
8 STUDS
PER FLUTE
7 STUDS
PER FLUTE
6 STUDS
PER FLUTE
5 STUDS
PER FLUTE
4 STUDS
PER FLUTE
BEAM
MIN
4 1/2"
MIN
4 1/2"
BEAM
1 ROW OF
STUDS
2 ROWS
OF STUDS
DECK
3"
TYP
3"MIN
TYP
3"MIN
MIN
3"
TYP
7/8" MIN
BEAM
3 STUDS
PER FLUTE
2 STUDS
PER FLUTE
1 STUD
PER FLUTE
DECK
TYP
7/8" MIN
DECK
TYP
1 1/2"
TYP
7/8" MIN
BEAM
GUSSET PL
WHERE OCCURS
MIN
7
/8"
NOTES:
1. IF TWO STUDS ARE REQUIRED IN ONE FLUTE, THE TRANSVERSE
SPACING SHALL BE 3" MINIMUM.
2. UNLESS NOTED OTHERWISE, ALL BEAMS AND GIRDERS SUPPORTING
STRUCTURAL CONCRETE SHALL HAVE HEADED SHEAR STUDS AT 12" OC.
3. STAGGER STUDS AS REQUIRED TO AVOID CONFLICT WITH GUSSET
PLATES.
4. DO NOT INSTALL WELDED SHEAR STUDS IN PROTECTED ZONE OF LFRS
FRAME BEAMS. PROVIDE ADDITIONAL STUDS OUTSIDE PROTECTED ZONE
TO MEET NUMBER OF STUDS IN PARENTHESES.
LFRS FRAME BEAMCL COL
LFRS FRAME BEAM
PER ELEVATION
GRID GRID
CL COL
NO STUD ATTACHMENT
PROTECTED ZONE
PER LFRS CONN DETAILS
IN BETWEEN PROTECTED ZONES
[X] STUDS TO BE EVENLY SPACED
NO STUD ATTACHMENT
PROTECTED ZONE
PER LFRS CONN DETAILS
DECK PARALLEL TO BEAM
CL BM CL COL
PROVIDE ADDITIONAL STUDS AT ENDS TO
MEET NUMBER REQ'D IN PARENTHESES
[X] STUDS SPACE EVENLY OVER BEAM LENGTH
SPACING
4 1/2" MIN
SPACING
12" MAX STUD MAX
12"
CL BM CL COL
PROVIDE ADDITIONAL STUDS AT ENDS TO
MEET NUMBER REQ'D IN PARENTHESES
MAX
12"
OUTSIDE DEPRESSION
[Z] STUDS, SPACE
EVENLY OVER BM LENGTH
OUTSIDE OF DEPRESSION
[X] STUDS, SPACE
EVENLY OVER BM LENGTH
DEPRESSION
[Y] SHORT SHEAR
STUDS AT SLAB
SPACING
4 1/2" MIN
SPACING
12" MAX STUD
DEPRESSION AT BEAM
[X] STUDS SPACE EVENLY OVER BEAM LENGTH
MAX
12"
CL BM CL COL
PROVIDE ADDITIONAL STUDS AT ENDS TO
MEET NUMBER REQ'D IN PARENTHESES
PUDDLE WELD
WHERE NO STUD
PROVIDED
SPACING
12" MAX STUD
DECK PERPENDICULAR OR SKEWED TO BEAM
LFRS COL
PER ELEV
CL BM
4" MINPER PLAN
SLAB PER PLAN
STUD INDICATED BY [#]
PER PLAN
3/16 3-12
3/16 3-128" CONT
WELD AT
EA END
Wx BM PER PLAN
3/8" THK MIN BENT PL
2 1/2"
12" MAX
MAX
8"
SEE ARCH PLAN
REACTION FROM
WINDOW MULLION,
400 PLF MAX
FOR DECK, DECK REINF,
DECK ORIENTATION & CONC
THICKNESS, SEE PLAN
#4 CONT @ 12" OC,
2 ROWS MIN
ROUGHEN SURFACE TO
1/4" AMPLITUDE
#4 @ 12" OC W/ HILTI
EPOXY HIT-RE 500
INTO DRILLED HOLES
BEAM PER PLAN
2 1/2"
12" MAX
MAX
8"
SEE ARCH PLAN
P SEE NOTE
FOR DECK, DECK REINF,
DECK ORIENTATION & CONC
THICKNESS, SEE PLAN
#4 CONT @ 12" OC,
2 ROWS MIN
ROUGHEN SURFACE TO
1/4" AMPLITUDE
#4 @ 12" OC W/ HILTI
EPOXY HIT-RE 500
INTO DRILLED HOLES
BEAM PER PLAN
NOTE:
P = 400 #/FT (AT STUDS).
P = 2000 # (AT MULLION UNFACTORED).
L5x3x1/4 (LLV) CONT EA SIDE
W/ 3/4"Ø A307 THRU-BOLT
@ 12" OC
CONC FILL ON METAL DECK,
DIRECTION PER PLAN
CONC WALL PER PLAN
#4 DOWEL @ 12" OC ALTERNATE
HORIZ LEG DIRECTION
2" MIN
TYP
Ld
3/4" CLR
PUDDLE WELD PER
DECK SCHEDULE
(2) ADDITIONAL CONT
CHORD BARS. SIZE TO
MATCH WALL TYP
HORIZONTAL REINF UNO,
ON WALL ELEVATION
EQ
EQ
DECK ON BOTH SIDES8A
WALL REINF PER PLAN
DRAG @ MID-DEPTH,
WHERE OCCURS, BAR PER PLAN
ROUGHENED TO
1/4" AMPLITUDE
MIN
2' - 0"
NOTE:
FOR DECK TO CONCRETE
WALL / PARAPET REFER TO
DETAIL S7.12
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:39 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
METAL DECK
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S7.11
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
SCALE : 1" = 1'-0"1 STEEL DECK SCHEDULE
SCALE : 1" = 1'-0"2 MECHANICAL PAD ON DECK
2A ALTERNATE DETAIL
SCALE : 1" = 1'-0"5 CONSTRUCTION JOINT FOR SLAB
5A JOINT PARALLEL TO DECK
5B JOINT PERPENDICULAR TO DECK
SCALE : 1" = 1'-0"7 PLAN STUD SPACING
SCALE : 1/2" = 1'-0"9 COMPOSITE BEAM STUD SPACING
SCALE : 1" = 1'-0"4 SLOPED DECK SUPPORT DETAIL
SCALE : 1" = 1'-0"3
INTERIOR CURB AT METAL DECK
(8 IN MAX CURB WIDTH)
SCALE : 1" = 1'-0"6
EXTERIOR CURB AT METAL DECK
(8 IN MAX CURB WIDTH)
SCALE : 1" = 1'-0"8
CONCRETE FILLED DECK TO CONC
SHEAR WALL CONN DETAIL
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
2" MIN
1'-0" MAX 2' - 4"
10 CLOSURE
PLATE CONT
CONC CURB WHERE
OCCURS
(1) #4 CONT
NELSON D2L 1/2"Ø 30 1/8"
DEFORMED BAR ANCHOR
WELDED TO CLOSURE PL AT
EACH WALL FRAMING
SUPPORT (16" MAX)
EDGE BEAM PER PLAN
3/16 2-12
DECK SCHEDULE
SLAB THICKNESS PER
NOTES:
1. WELDED REBAR SHALL BE A706 MATERIAL.
2. SEE PLANS AND ELEVATIONS FOR WALL STUD CONNECTIONS.
3. COORDINATE STUD CONNECTIONS TO ALIGN W/ WELDED DOWELS.
4. WELDED DOWEL SPACING TO MATCH WALL STUD SPACING 16" OC MAX SPACING.
AT 3" DECK
2'-0" MAX 2' - 4"
10 CLOSURE
PLATE CONT
CONC CURB
WHERE OCCURS
(1) #4 CONT UNO
EDGE BEAM PER PLAN
3/4 2-12
DECK SCHEDULE
SLAB THICKNESS PER
DEFORMED BAR
ANCHOR PER 1A/-
2'-0" MAX
1/4" CLOSURE
PLATE CONT
CONC CURB
WHERE OCCURS
(1) #4 CONT
EDGE BEAM PER PLAN
3/16 2-12
3/16 2-12
2" MIN
3/16
3/16TYP
EA END
L2x2x3/16 CLOSURE
SUPPORT @ 4'-0" OC
DEFORMED BAR
ANCHOR PER 1A/-
2' - 4"
2'-9" MAX
EDGE BEAM PER PLAN
3/16 2-12
3/16 2-12
2" MIN
2' - 4"
3/4"
BENT PL
1/4" CONT
DEFORMED BAR
ANCHOR PER
DECK PER PLAN
WALL STUDS
PER SECTION
L2x2x3/16 CLOSURE
SUPPORT @ 4'-0" OC
3/16
3/16TYP
EA END
1" MAX
DASHED AT BEAM
1 TO DECK
GRID
D
MAX
CANTILEVER (A)
DEFORMED BAR
ANCHOR SPACING (B)
H
2'-8"
3'-3"
12" OC
8" OC
1A/-
WALL STUDS
PER SECTION
NOTES:
1. REF FOR DIMENSIONS REQUIREMENTS WHERE ADJACENT HOLES MUST BE CONSIDERED
AS ONE OPENING.
2. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT, THE OPENING OR
OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE.
3. IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS THROUGH TWO DECK
UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED.
A. AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND
THE OPENING.
4. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24", PLACE HEADER
BEAMS AROUND OPENING, NOTIFY ENGINEER FOR DESIGN.
/4 S7.12
DECK UNIT
DECK UNIT
DECK UNIT
DECK UNIT
24" MAX
(3) FLUTES
(3) FLUTES
MIN
1 1/2"
24" MAX
MIN
1 1/2"
BEAM
BELOW
BEAM
BELOW
C3x5 PLACED
ON TOP OF
DECK
(2) #4 x 5'-0"
DIAGONAL BARS
EA CORNER
1/8 1
ADJACENT TO
EACH CUT
WEB TYP
1/8 1
AT CENTER OF
EACH UPPER
FLUTE
BEYOND
OPENING TYP
NOTES:
1. DO NOT CUT MORE THAN 3 ADJACENT WEBS FOR 6" AND 8" MODULE DECK. DO NOT CUT MORE THAN
2 ADJACENT WEBS FOR 12" MODULE DECK.
2. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN 1 WEB NEED NO REINFORCING.
3. CHANNELS SHALL BE PLACED ON TOP OF DECK.
4. IF DIMENSION "A" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO
RESTRICTION ON DIMENSION "B".
5. IF DIMENSION "B" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO
RESTRICTION ON DIMENSION "A".
6. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THE OPENING
GROUP WILL BE CONSIDERED AS A SINGLE HOLE, AND MUST BE REINFORCED AS REQUIRED FOR THE
LARGER OPENING.
7. MAXIMUM DIMENSION FOR D2 IS 12".
8. ALL OPENINGS WITHIN 4D1 OR 4D2 CLR OF LFRS BEAMS MAY ONLY BE DONE WITH THE STRUCTURAL
ENGINEER'S APPROVAL.
9. WHEN OPENING IS WITHIN 12" OF BEAM FLANGE, ACCEPTABLE TO OMIT CHANNEL NEAREST TO BEAM.
D1
"B"
"A"
D2
TYP
3" MAX
SEE NOTE
BEAM BELOW C3x5 FLAT TYP WEBS OF DECK
EXTEND CHANNEL 3 WEBS
PAST OPN'G EACH END, TYP
THIS IS CONSIDERED A
SINGLE OPENING 1/8 1/2
1/8 1/2 TYP ADJ TO
CUT WEB
NOTES:
1.FOR BALANCE OF INFO, SEE
2.SEE FOR ALTERNATE
EMBED LEDGER ANGLE CONNECTION.
S7.12
GRID
METAL DECK W/ CONCRETE
FILL PER PLAN
L5x3x1/4 (LLV) CONT
L2
2" MIN
/3A S7.12
GRID
METAL DECK W/ CONCRETE
FILL PER PLAN
LEDGER PER
CONCRETE WALL
PER PLAN
REINFORCEMENT
PER WALL ELEV
#4 DOWEL @ 12" OC
ROUGHEN WALL/SLAB ON
METAL DECK CONSTRUCTION
JOINTS TO MIN 1/4" AMPLITUDE, TYP
/----
L2
2' - 0" MIN
TYP
Ld
2" MIN
3"
PER PLAN
PER PLAN
TOPPING PER ARCH #4 CONT
DECK TYPE
PER PLAN
WF BM PER PLAN
DOWELS TO MATCH
SLAB REINFORCING
6
1
18" MIN
18" MIN
WF BEAM PER PLAN
(1) #4 CONT
PER PLAN
DEPRESSIONEDGE OF DEPRESSION
2" MIN
BRG, TYP
PER PLAN
3"
1 1/2"
TOPPING PER ARCH
WHERE OCCURS
DOWEL TO MATCH
SLAB REINFORCING
18" MIN
18" MIN
6
1
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIEN
ARCHITEC
CONSULTANT
AC
C
R
e
v
i
t
2
0
2
2
h
o
s
t
e
d
b
y
L
O
C
2/12/2025 12:03:40 PM
Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
2308
TYPICAL
METAL DECK
DETAILS
FEBRUARY 13, 2025
PLAN CHECK
SUBMITTAL 02
S7.12
SANTA ANA ZOO
1801 E CHESTNUT AVE, SANTA ANA, CA
92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION
HUB
1A DECK PARALLEL TO BEAM - INTERIOR CONDITION
1B DECK PERPENDICULAR TO BEAM - INTERIOR CONDITION
1C DECK PARALLEL TO BEAM - INTERIOR CONDITION
1D
FLOOR DECK PARALLEL & PERPENDICULAR
TO BEAM - EXTERIOR CONDITION/WHERE WALL STUDS OCCUR
SCALE : 1" = 1'-0"2
COMPOSITE DECK REINFORCING
AT PENETRATIONS > 13"
SCALE : 1" = 1'-0"4 DECK SLEEVE DETAIL
SCALE : 1" = 1'-0"3
CONCRETE FILLED DECK TO CONC
SHEAR WALL CONN DETAIL
SCALE : 1" = 1'-0"1 EDGE OF CONCRETE FILLED DECK
3B WALL PERPENDICULAR TO DECK
3
3A WALL PARALLEL TO DECK
No. Description Date
3 PLAN CHECK SUBMITTAL 02 02-13-2025
SCALE : 1" = 1'-0"5
SECTION AT SLAB DEPRESSION
(3" TO 1 1/2" DECK) PARALLEL TO BEAM
SCALE : 1" = 1'-0"6
SECTION AT SLAB DEPRESSION
(3" TO 1 1/2" DECK) PERPENDICULAR TO BEAM
REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
2/13/2025
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:41 PM
2308
GREEN CODE
COMPLIANCE
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.7.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:44 PM
2308
GREEN CODE
COMPLIANCE
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.7.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:47 PM
2308
GREEN CODE
COMPLIANCE
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.7.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:53 PM
2308
BLDG A TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.1
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:04:58 PM
2308
BLDG A TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.2
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:05:03 PM
2308
BLDG A TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.3
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:05:08 PM
2308
BLDG B TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.4
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:05:14 PM
2308
BLDG B TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.5
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
CIVIL ENGINEER
BORDER
LANDSCAPE ARCHITECT
ABRARI AND ASSOCIATES
MEP ENGINEER
ASSOCIATED SOILS ENGINEERING
GEOTECHNICAL ENGINEER
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Ramzi.hodali@kpff.com
700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
Sharad.Ganju@kpff.com
724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
PROJECT
COPYRIGHT LOC, INC
ORIGINAL SHEET SIZE: 42" X 30"
LOC
CLIENT:
ARCHITECT:
CONSULTANTS:
PREPARED UNDER THE SUPERVISION OF:
ALI JEEVANJEE
LOC ARCHITECTS DATE
REVIEWED FOR CONSTRUCTABILITY:
SEAN THOMAS
PRINCIPAL CIVIL ENGINEER
RCE NO.: 80470
DATE
RECOMMENDED FOR CONSTRUCTION:
JASON GABRIEL
PRINCIPAL CIVIL ENGINEER
RCE NO.: 62968
DATE
3/28/2025 6:05:19 PM
2308
BLDG B TITLE 24
REPORT
MARCH 28, 2025
PLAN CHECK
SUBMITTAL 02
G0.8.6
SANTA ANA ZOO
1821 & 1823 E CHESTNUT AVE, SANTA
ANA, CA 92701
KPFF
STRUCTURAL ENGINEER
LOC ARCHITECTS
KPFF
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BORDER
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ABRARI AND ASSOCIATES
MEP ENGINEER
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700 S. FLOWER, SUITE 2100
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213 372 5111
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700 S. FLOWER, SUITE 2100
LOS ANGELES, CA 90017
213 372 5111
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724 S. SPRING ST, SUITE 701
LOS ANGELES, CA 90014
213 372 5111
Darren@border-la.com
1713 S. STANDARD AVE
GLENDALE, CA 91201
818 956 1900
Telma@abrari.com
2860 WALNUT AVE.
SIGNAL HILL, CA 90755
562 897 2749
Ted@associatedsoils.com
3203 E. 4TH ST
LOS ANGELES, CA 90063
213 537 0480
Office@loc-arch.com
1801 E. CHESTNUT AVE.
SANTA ANA, CA 92701
714 647 6575
Efisher@santa-ana.org
SANTA ANA ZOO
EDUCATION HUB
MARCH 28, 2025
25
No.Description Date
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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ABBREVIATIONS
LEGEND OF SYMBOLSMATERIALINSTALLATIONGENERAL NOTES
START-UP
ELECTRICAL CODE
GREEN BLDG. NOTES
¾
RECEPT. MOUNTING HEIGHT
PROJECT SCOPE
STAMP
ANY DISCREPANCIES WITHIN THE ELECTRICAL PLANS NOTED BEFORE BIDDING AND ORDERING OF EQUIPMENT
& MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR CORRECTION.E-1.0
NONE
SYMBOLS
NOTES &
SINGLE LINE DIAGRAM1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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DIAGRAM &
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SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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4325
DATE:
DRAWING NO.
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DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
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SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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NO. 13294E
TE
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RB
AR
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NAO
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IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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SITE ELECTRICAL PLAN1
E-3.0
1/16"=1'-0"
SITE
ELECTRICAL
PLANCONTRACTOR NOTES:
1.PROVIDE 12" CLEARANCE BETWEEN ALL UTILITIES WHEN
PARALLEL AND 6" CLEARANCE WHEN CROSSING.
2.PROVIDE 32" MINIMUM COVERAGE FOR ALL UTILITIES.
3.CALL FOR INSPECTION FOR RESPECTIVE UTILITY BEFORE
BACKFILL.
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
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NO. 13294E
TE
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EL
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G
MI
A
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LCFA
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LA
RN
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AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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EXTERIOR LIGHTING PLAN1
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3/32"=1'-0"
EXTERIOR
LIGHTING
PLAN
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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NO. 13294E
TE
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G
MI
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IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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LIGHTING PLAN
BUILDING A
1ST. FLR.
FIRST FLOOR LIGHTING PLAN (BUILDING A)1
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SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
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NO. 13294E
TE
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MI
A
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DER
P
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LCFA
OFI
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LA
RN
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RB
AR
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NAO
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IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
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FIRST FLOOR LIGHTING PLAN (BUILDING B)2
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11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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1 7 1 3 S T A N D A R D A V E .
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FIRST FLOOR POWER PLAN (BUILDING A)1
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
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NO. 13294E
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PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
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PLUMB CHKD X
LID CHKD
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MECH CHKD
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18
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3
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C
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T
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V
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11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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NO. 13294E
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PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
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M A I L @ A B R A R I .C O M
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FIRST FLOOR LOW VOLTAGE PLAN (BUILDING A)1
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
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NO. 13294E
TE
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G
MI
A
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DER
P
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LCFA
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RN
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NAO
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IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
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X X
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10-30-2024
18
2
1
&
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2
3
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C
H
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S
T
N
U
T
A
V
E
11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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NO. 13294E
TE
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G
MI
A
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DER
P
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LA
RN
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AR.
RB
AR
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NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
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18
0
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PLAN
CONTROL
LIGHTING
EXIT
EXIT
EXIT
VS VS
VS
VS VS VS
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LOW
OS
LOW
FIRST FLOOR LIGHTING PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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C
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R
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EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
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I
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G
MI
A
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DER
P
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LCFA
OFI
I CTCR
LA
RN
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GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
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3652
DATE:
DRAWING NO.
SCALE:
02-10-24
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PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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10-30-2024
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11.26.2024
FIRST FLOOR POWER PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
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PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
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POWER PLAN
1/4"=1'-0"
BUILDING B
1ST. FLR.
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
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NO. 13294E
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RN
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NAO
L
IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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10-30-2024
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1
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N
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11.26.2024
FIRST FLOOR LOW VOLTAGE PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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NO. 13294E
TE
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LA
RN
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AR.
RB
AR
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NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
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L.V. PLAN
1/4"=1'-0"
BUILDING B
1ST. FLR.
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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EXP. 03-31-26
O
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NO. 13294E
TE
S
R
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AT
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I
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G
MI
A
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DER
P
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LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
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9
2
7
0
1
XX
E-5.3
AS SHOWN
PLAN
CONTROL
LIGHTING
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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J
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C
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DE
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N
XX
XXBY
R
D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
AT
ST
I
E
G
MI
A
H
DER
P
E
IA
LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
E
18
0
1
E
.
C
H
E
S
T
N
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T
A
V
E
.
,
SA
N
T
A
A
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A
,
C
A
9
2
7
0
1
XX
E-6.0
1/4"=1'-0"
LIGHTING PLAN
BUILDING B
2ND FLR.
SECOND FLOOR LIGHTING PLAN (BUILDING B)1
EX
I
T
EX
I
T
EXIT
EX
I
T
EX
I
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EX
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LINE
OS
LINE
VS
VS
VS
VS
VS
VS
VS
VS
VS
VS
OS
LOW
OS
LOW
OS
LOW
OS
LOW
OS
LOW
OS
LOW
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
O
J
E
C
T
A
L
L
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,
D
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A B C D
DE
S
C
R
I
P
T
I
O
N
XX
XXBY
R
D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
AT
ST
I
E
G
MI
A
H
DER
P
E
IA
LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
E
18
0
1
E
.
C
H
E
S
T
N
U
T
A
V
E
.
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
XX
TITLE 24
ENERGY
CALCULATIONS
NONE
E-6.0
10-30-2024
18
2
1
&
1
8
2
3
E
C
H
E
S
T
N
U
T
A
V
E
11.26.2024
SECOND FLOOR POWER PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
O
J
E
C
T
A
L
L
I
D
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A
S
,
D
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S
I
G
N
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,
A
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A
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DA
T
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A B C D
DE
S
C
R
I
P
T
I
O
N
XX
XXBY
R
D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
AT
ST
I
E
G
MI
A
H
DER
P
E
IA
LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
E
18
0
1
E
.
C
H
E
S
T
N
U
T
A
V
E
.
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
XX
E-6.1
1/4"=1'-0"
POWER PLAN
BUILDING B
2ND FLR.
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
O
J
E
C
T
A
L
L
I
D
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A
S
,
D
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S
I
G
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,
A
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,
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,
A
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Z
A
T
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A
B
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A
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A
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RE
V
.
DA
T
E
A B C D
DE
S
C
R
I
P
T
I
O
N
XX
XXBY
R
D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
AT
ST
I
E
G
MI
A
H
DER
P
E
IA
LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
E
18
0
1
E
.
C
H
E
S
T
N
U
T
A
V
E
.
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
XX
TITLE 24
ENERGY
CALCULATIONS
NONE
E-6.1
TIME CLOCK & RELAY PANEL
LIGHTING CONTROL SCHEMATIC1
10-30-2024
18
2
1
&
1
8
2
3
E
C
H
E
S
T
N
U
T
A
V
E
11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
O
J
E
C
T
A
L
L
I
D
E
A
S
,
D
E
S
I
G
N
S
,
A
R
R
A
N
G
E
M
E
N
T
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
O
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R
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P
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S
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N
T
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B
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T
H
I
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D
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A
W
I
N
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A
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N
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B
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A
B
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A
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N
D
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A
N
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D
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V
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L
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D
F
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A
N
D
I
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C
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T
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W
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,
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A
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B
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B
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C
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T
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A
N
Y
P
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P
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W
H
A
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W
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W
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A
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H
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I
Z
A
T
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N
O
F
A
B
R
A
R
I
A
N
D
A
S
S
O
C
I
A
T
E
S
I
N
C
.
RE
V
.
DA
T
E
A B C D
DE
S
C
R
I
P
T
I
O
N
XX
XXBY
R
D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
R
EL
AT
ST
I
E
G
MI
A
H
DER
P
E
IA
LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
E
18
0
1
E
.
C
H
E
S
T
N
U
T
A
V
E
.
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
XX
E-6.2
1/4"=1'-0"
L.V. PLAN
BUILDING B
2ND FLR.
SECOND FLOOR LOW VOLTAGE PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
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DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
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M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
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E-6.3
AS SHOWN
PLAN
CONTROL
LIGHTING
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
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EXP. 03-31-26
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NO. 13294E
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PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
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XX
8.9
9.9
10.6
11.1
11.7
12.6
14.0
16.1
19.9
23.7
25.7
10.6
11.7
12.6
13.2
13.7
14.5
15.9
18.4
22.1
26.0
28.4
28.2
25.4
20.4
8.8
9.9
10.6
11.1
11.7
12.7
14.3
17.1
20.8
23.6
24.9
23.9
21.3
13.1
14.4
15.5
16.2
16.4
16.8
17.8
19.9
23.3
27.0
29.4
29.1
26.2
22.2
10.8
12.0
12.8
13.2
13.7
14.5
16.2
19.0
22.7
26.1
27.6
26.4
22.9
18.5
15.0
15.7
17.8
19.4
20.1
19.8
19.3
19.4
20.8
23.3
26.2
28.1
27.8
25.3
21.8
18.7
16.8
16.1
15.6
16.0
16.4
16.6
16.4
16.7
17.8
20.1
23.5
26.8
28.3
26.9
23.4
19.1
15.4
18.3
21.4
23.8
24.4
23.4
21.9
20.8
21.0
22.4
24.2
25.4
25.0
23.1
20.6
18.6
17.6
17.6
18.5
19.8
20.7
20.5
19.7
18.9
19.0
20.5
22.9
25.5
26.6
25.3
22.2
18.4
15.1
20.3
24.2
27.2
27.9
26.2
23.8
21.8
21.1
21.5
22.3
22.8
22.4
21.1
19.4
18.3
18.1
19.2
21.2
23.5
25.0
24.7
23.0
21.1
20.0
20.3
21.6
23.0
23.6
22.5
20.0
17.0
14.4
21.0
25.2
28.3
29.0
27.2
24.5
22.3
21.3
21.2
21.5
21.6
21.1
20.0
18.8
18.2
18.6
20.3
23.2
26.4
28.3
27.9
25.5
22.7
20.7
20.1
20.4
21.0
20.9
20.0
18.0
15.7
13.5
20.3
24.0
26.8
27.5
26.1
23.9
22.2
21.5
21.6
21.9
22.0
21.2
20.0
18.8
18.3
18.9
20.7
23.8
27.2
29.3
28.9
26.4
23.3
21.1
20.1
19.9
20.1
19.8
18.7
16.9
14.9
18.8
21.7
23.8
24.5
23.8
22.6
21.8
22.0
22.9
23.8
23.9
22.9
21.1
19.4
18.5
18.7
20.3
22.9
25.9
27.7
27.4
25.3
22.9
21.2
20.6
20.7
20.8
20.3
19.0
17.0
14.8
17.4
19.5
21.1
21.8
21.6
21.4
21.6
22.9
24.8
26.5
26.9
25.5
22.9
20.3
18.8
18.5
19.3
21.2
23.3
24.6
24.5
23.3
21.9
21.2
21.5
22.3
23.0
22.5
20.7
18.1
15.4
16.9
18.6
19.9
20.5
20.5
20.8
21.6
23.6
26.4
28.8
29.4
27.7
24.4
21.1
19.0
18.2
18.5
19.7
21.1
21.9
21.9
21.5
21.0
21.4
22.7
24.6
25.9
25.5
23.2
19.7
16.3
15.5
17.4
19.2
20.4
20.8
20.6
20.7
21.5
23.6
26.5
29.1
28.0
24.5
21.1
18.9
17.9
18.1
19.0
20.1
20.7
20.7
20.5
20.6
21.5
23.6
26.2
28.2
27.9
25.1
20.9
16.9
16.4
18.9
21.2
22.6
22.6
21.8
21.1
21.2
22.6
24.8
27.0
27.5
25.9
23.0
20.1
18.4
17.9
18.3
19.5
20.7
21.3
21.1
20.7
20.6
21.4
23.5
26.2
28.2
27.9
25.1
20.8
16.8
17.8
21.1
24.1
25.8
25.3
23.6
21.7
20.6
20.8
21.9
23.1
23.4
22.2
20.3
18.5
17.6
17.9
19.1
21.1
22.8
23.5
22.9
21.7
20.8
20.9
22.2
24.1
25.6
25.3
22.8
19.2
15.6
18.8
22.8
26.4
28.3
27.5
24.9
21.8
19.7
18.7
18.7
19.0
19.0
18.3
17.3
16.6
16.8
18.0
20.3
23.3
25.8
26.6
25.5
23.3
21.1
20.0
20.1
20.9
21.6
21.1
19.2
16.5
13.9
18.9
23.0
26.8
28.7
27.8
24.7
21.1
18.3
16.6
15.7
15.5
15.2
14.7
14.3
14.5
15.9
17.9
21.0
25.0
28.1
29.1
27.5
24.3
21.1
18.9
17.8
17.6
17.5
16.8
15.5
13.8
12.1
18.0
21.6
24.9
26.6
25.7
23.0
19.5
16.5
14.4
13.2
12.5
11.9
11.1
10.2
9.1
25.2
28.3
29.2
27.5
23.9
20.2
17.4
15.7
14.7
14.2
13.5
12.6
11.5
10.4
19.1
21.5
23.0
22.4
20.4
17.6
14.2
12.3
11.1
10.3
9.7
9.2
8.5
22.8
26.2
26.9
25.3
22.1
18.6
15.6
13.7
12.5
11.7
11.1
10.4
9.8
9.2
23.1
22.0
19.7
16.8
13.6
11.9
10.8
10.0
9.5
9.0
8.5
8.2
7.5
29.8
12.2
11.7
12.0
12.3
11.7
16.1
13.2 14.5
13.5
13.4
14.3
12.7
9.7
9.3
9.8
11.6
11.6
11.5
11.1
10.5
10.6
13.3
13.5
15.9
16.7
15.7
15.6
15.8
14.5
16.6
16.4
14.2
13.3
14.5
14.3
17.1
19.7
20.5
18.6
12.7
16.2
17.1
16.4
18.6
18.9
18.3
18.7
18.7
16.7
14.3
15.6
15.6
18.3
20.8
19.2
10.4
13.9
14.7
16.7
19.3
19.6
18.8
18.7
14.0
13.7
16.2
19.2
9.1
21.0
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #3 15.1 fc 21.0 fc 9.1 fc 2.3:1 1.7:1
Calc Zone #2 20.4 fc 29.8 fc 7.5 fc 4.0:1 2.7:1
E-7.0
3/16"=1'-0"
PLAN
PHOTOMETRIC
1ST FLR. EM.
FIRST FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING A)1 FIRST FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING B)2
10-30-2024
18
2
1
&
1
8
2
3
E
C
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A
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11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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EXP. 03-31-26
O
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NO. 13294E
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P
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LCFA
OFI
I CTCR
LA
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GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
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18
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1
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C
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9
2
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1
XX
TITLE 24
ENERGY
CALCULATIONS
NONE
E-7.0
3.7
5.0
5.1
11.7
7.1
8.3
8.4
11.9
12.4
8.8
10.0
10.2
10.7
11.3
10.4
11.0
11.1
10.0
9.2
10.3
10.4
9.4
9.7
9.4
9.0
9.1
8.1
10.8
11.0
6.2
6.6
5.4
13.5
14.5
14.1
12.4
12.0
12.4
8.0
8.8
8.3
12.4
13.2
13.2
11.6
12.1
12.5
9.9
10.6
10.1
12.5
11.7
11.0
9.8
8.1
10.7
11.1
10.2
11.3
12.0
11.2
13.2
11.7
9.5
8.9
8.1
7.0
9.4
8.5
11.9
12.2
12.5
10.1
7.9
7.5
7.0
6.4
8.8
8.7
11.0
11.7
10.8
7.9
7.0
6.8
6.9
6.7
10.3
10.4
9.7
10.2
8.2
6.9
6.8
8.3
9.9
10.1
11.5
11.6
9.8
7.6
4.1
3.4
3.5
6.7
9.5
10.5
10.1
8.4
7.7
10.4
11.5
11.8
11.7
11.7
10.3
8.0
4.4
3.7
4.6
8.7
10.7
11.6
11.4
10.4
9.6
11.0
12.3
12.9
11.9
10.4
10.6
7.1
4.1
3.9
5.5
9.2
11.3
12.5
12.1
10.7
10.1
10.8
12.0
12.4
11.5
9.0
7.9
5.2
4.1
3.9
5.3
8.6
10.8
11.9
11.6
10.2
8.2
9.4
8.7
8.5
6.9
4.4
3.8
4.1
7.0
9.6
10.5
10.2
10.2
10.2
8.9
6.5
3.8
3.5
3.6
5.7
8.8
8.6
11.4
11.4
9.3
9.8
11.2
11.3
10.6
11.3
9.6
9.7
11.3
12.2
11.4
6.8
7.2
6.0
11.4
10.8
3.2
3.0
9.7
9.3
2.5
2.5
7.0
6.1
4.5
2.5
4.4
4.4
4.6
3.3
3.0
6.6
8.8
8.0
6.1
7.9
15.4
13.4
10.6
10.0
12.6
15.7
17.6
17.8
18.5
18.6
18.6
18.4
16.7
12.4
15.8
18.4
19.4
19.7
19.9
19.8
18.9
17.3
12.8
10.1
16.0
18.4
18.8
19.3
18.4
17.8
17.2
16.9
15.1
11.1
9.0
12.8
15.7
16.1
14.2
14.6
13.8
11.9
12.6
10.4
8.5
6.3
9.2
10.2
10.6
9.3
8.2
6.9
6.5
5.6
5.1
4.4
3.7
4.6
4.8
4.8
4.8
4.6
4.4
4.2
3.9
3.6
3.1
3.4
3.5
2.4
20.8
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #1 9.7 fc 20.8 fc 2.4 fc 8.7:1 4.0:1
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
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D
EXP. 03-31-26
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NO. 13294E
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IN
PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
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E-7.1
3/16"=1'-0"
PLAN
PHOTOMETRIC
2ND FLR. EM.
SECOND FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING B)1
10-30-2024
18
2
1
&
1
8
2
3
E
C
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S
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N
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A
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11.26.2024
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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C
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XX
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EXP. 03-31-26
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E
NO. 13294E
TE
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ST
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MI
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LCFA
OFI
I CTCR
LA
RN
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O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
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18
0
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7
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1
XX
TITLE 24
ENERGY
CALCULATIONS
NONE
E-7.1
TIME CLOCK & RELAY PANEL
LIGHTING CONTROL SCHEMATIC1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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J
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C
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A
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XX
XXBY
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D
EXP. 03-31-26
O
E
NO. 13294E
TE
S
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AT
ST
I
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G
MI
A
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DER
P
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LCFA
OFI
I CTCR
LA
RN
ER
GNE
O SEFSI
AR.
RB
AR
I
NAO
L
IN
PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
V
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18
0
1
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.
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9.7
10.4
11.0
11.7
12.5
13.8
15.7
19.1
11.5
12.4
13.1
13.7
14.4
15.7
17.9
21.4
25.5
28.6
29.2
26.9
22.6
18.6
15.7
13.9
13.0
12.6
12.6
12.8
13.1
13.8
15.1
17.2
20.6
24.2
25.9
25.5
23.0
14.1
15.3
16.0
16.4
16.6
17.5
19.3
22.4
26.3
29.3
29.8
27.5
23.5
19.6
16.7
15.1
14.4
14.4
14.6
14.9
15.1
15.7
17.0
19.3
22.7
26.4
28.6
28.0
24.7
20.2
16.1
17.4
19.1
20.0
19.8
19.3
19.3
20.2
22.4
25.3
27.7
28.1
26.1
22.8
19.6
17.3
16.3
16.3
16.8
17.5
17.8
17.7
17.9
18.7
20.6
23.7
27.0
29.1
28.4
25.0
20.5
16.5
20.8
23.3
24.4
23.7
22.1
20.9
20.7
21.6
23.3
24.8
24.9
23.5
21.1
19.0
17.7
17.6
18.4
20.0
21.3
21.7
21.1
20.4
20.1
21.1
23.2
25.7
27.2
26.4
23.5
19.6
16.0
23.5
26.7
28.0
26.9
24.4
22.1
20.9
20.9
21.5
22.1
22.1
21.1
19.5
18.3
17.9
18.7
20.7
23.3
25.4
25.9
24.7
22.8
21.4
21.2
22.1
23.4
24.1
23.2
20.9
17.9
15.0
20.4
24.5
27.9
29.3
28.1
25.3
22.7
21.1
20.6
20.8
21.0
20.7
19.8
18.7
18.0
18.2
19.6
22.3
25.7
28.5
29.1
27.3
24.6
22.2
21.1
20.9
21.2
21.3
20.4
18.6
16.3
14.1
19.9
23.6
26.7
28.0
27.0
24.7
22.5
21.3
21.1
21.3
21.5
21.0
19.9
18.7
18.1
18.3
19.9
22.8
26.4
29.2
28.0
25.1
22.5
21.1
20.6
20.4
20.1
19.0
17.4
15.4
13.5
18.7
21.5
23.9
25.0
24.5
23.1
22.0
21.7
22.3
23.1
23.5
22.8
21.2
19.5
18.4
18.3
19.5
21.9
25.0
27.5
28.1
26.6
24.3
22.3
21.3
21.1
21.0
20.6
19.3
17.4
15.3
13.4
17.5
19.5
21.2
22.1
22.1
21.6
21.5
22.3
24.0
25.8
26.7
25.7
23.4
20.8
18.9
18.2
18.8
20.5
22.7
24.4
24.9
24.1
22.8
21.9
21.9
22.5
23.0
22.7
21.1
18.6
15.9
13.6
16.9
18.6
20.0
20.7
20.8
20.8
21.4
22.9
25.5
28.1
29.4
28.2
25.2
21.8
19.3
18.1
18.1
19.1
20.6
21.7
22.1
21.9
21.5
21.7
22.8
24.5
25.9
25.8
23.7
20.4
16.9
14.1
17.3
19.1
20.4
20.9
20.8
20.8
21.3
23.0
25.7
28.6
28.7
25.6
21.9
19.3
18.0
17.8
18.6
19.7
20.5
20.8
20.7
20.9
21.6
23.5
26.1
28.1
28.2
25.8
21.7
17.6
14.4
18.6
20.8
22.4
22.8
22.2
21.4
21.2
22.3
24.4
26.7
27.8
26.7
24.0
20.9
18.8
17.8
18.0
19.0
20.2
21.0
21.1
20.8
20.8
21.5
23.4
26.1
28.2
28.4
25.9
21.7
17.5
14.3
20.4
23.5
25.5
25.7
24.3
22.4
21.1
21.0
22.0
23.2
23.8
23.0
21.1
19.1
17.9
17.7
18.6
20.3
22.1
23.1
22.9
21.9
21.1
21.1
22.3
24.2
25.9
25.9
23.6
20.0
16.4
21.9
25.7
28.3
28.3
26.1
23.1
20.6
19.4
19.2
19.5
19.6
19.1
18.0
17.0
16.8
17.6
19.5
22.2
24.9
26.2
25.6
23.7
21.6
20.4
20.4
21.2
22.0
21.7
20.0
17.3
14.6
22.3
26.4
29.1
29.0
26.4
22.8
19.7
17.7
16.7
16.4
16.2
15.9
15.4
15.2
15.8
17.3
20.0
23.7
27.2
28.8
27.9
25.1
21.9
19.5
18.4
18.0
18.0
17.4
16.2
14.4
12.7
21.2
24.8
27.3
27.2
24.8
21.3
18.1
15.9
14.7
14.0
13.7
13.5
13.4
13.7
14.7
16.7
19.8
23.8
27.6
29.5
28.4
25.1
21.4
18.3
16.4
15.3
14.7
14.0
13.1
12.0
10.9
14.0
12.9
12.2
11.9
11.8
11.9
12.4
13.6
15.5
18.4
22.2
25.9
27.6
26.6
23.6
19.9
16.6
14.4
13.0
12.2
11.5
10.8
10.1
9.5
11.0
10.3
9.7
9.2
8.7
8.3
29.9
29.9
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #3 20.7 fc 29.9 fc 8.3 fc 3.6:1 2.5:1
E-8.0
3/16"=1'-0"
EM. PHM PLAN
BUILDING A
1ST FLR.
FIRST FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING A)1
11.3
11.6
10.3
9.1
5.0
12.3
12.5
11.2
12.9
7.6
11.5
11.7
10.4
15.5
11.3
12.7
12.3
13.0
11.2
7.7
6.6
6.5
6.3
5.9
5.6
5.2
13.1
13.9
15.3
15.6
12.5
12.9
11.7
11.4
12.4
11.0
10.3
7.7
12.1
14.9
16.9
16.7
16.3
17.5
16.7
16.3
17.1
15.9
13.3
13.9
14.8
14.6
18.1
18.9
18.1
10.3
14.2
16.2
15.9
18.4
19.5
19.3
19.3
19.4
18.5
15.2
15.8
16.3
15.9
19.3
18.9
15.0
6.5
10.2
12.8
14.5
17.9
19.3
19.0
18.9
19.3
18.3
15.0
14.7
15.4
14.2
17.5
18.3
4.2
19.9
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #3 13.8 fc 19.9 fc 4.2 fc 4.7:1 3.3:1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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EXP. 03-31-26
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NO. 13294E
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DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
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SA
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E-8.1
3/16"=1'-0"
EM. PHM PLAN
BUILDING B
1ST FLR.
FIRST FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING B)1
2.0
2.2
2.1
22.6
3.8
5.7
6.0
23.2
25.9
7.9
10.9
11.8
17.4
19.9
15.0
19.7
21.1
11.4
9.8
23.5
24.8
17.9
9.5
8.8
18.2
19.3
14.2
10.1
10.3
11.7
13.9
15.5
11.8
13.8
14.9
14.4
12.7
11.6
12.0
11.7
14.3
14.7
14.6
13.5
13.8
13.2
11.6
9.7
12.0
12.4
12.0
13.8
14.9
15.2
14.2
11.9
11.1
9.8
8.1
10.7
11.2
10.3
12.5
14.3
15.1
14.7
13.3
10.1
9.2
8.2
7.1
9.5
8.7
13.6
14.1
13.5
11.8
8.6
7.9
7.2
6.6
8.7
8.5
12.0
12.4
11.7
9.7
7.5
7.3
7.5
7.6
10.1
10.3
9.6
10.4
9.4
7.5
7.2
9.0
10.5
10.7
11.4
11.4
9.7
7.4
3.8
3.0
3.0
5.5
8.6
10.2
10.4
9.5
8.2
10.7
11.8
12.2
11.7
11.7
10.2
7.9
4.2
3.2
3.7
7.1
9.8
11.2
11.5
10.9
10.8
11.1
12.4
13.1
12.4
10.5
10.6
9.5
7.2
3.9
3.5
4.2
7.8
10.1
11.7
12.0
11.2
10.8
10.6
11.6
12.1
11.3
8.6
9.1
8.0
5.2
3.8
3.6
4.0
7.3
9.6
10.9
11.2
10.5
9.1
8.7
10.0
10.3
9.5
8.5
8.1
6.4
4.1
3.6
3.6
5.4
8.1
9.1
9.2
8.4
10.0
10.0
8.7
6.3
3.6
2.6
3.0
4.7
6.2
6.3
4.4
11.3
11.3
9.8
1.9
2.0
2.2
2.6
2.6
2.4
11.5
11.4
1.9
1.9
1.8
10.0
9.9
8.7
1.5
1.5
1.5
7.2
7.5
6.3
1.4
1.3
3.4
3.0
1.4
1.4
1.3
2.4
2.4
1.6
1.6
1.9
2.1
2.2
2.2
3.4
3.2
2.8
2.5
5.6
8.7
8.4
5.8
7.7
16.0
18.3
16.5
10.7
15.6
17.9
17.2
17.4
17.1
17.9
22.0
28.1
24.9
26.6
26.9
21.6
20.5
18.6
18.3
18.9
22.1
27.9
24.5
16.5
28.9
22.2
19.3
17.5
16.6
15.7
17.2
18.8
15.6
10.8
20.6
21.7
17.6
14.5
13.8
13.0
10.7
11.5
10.2
8.6
6.5
10.7
11.4
11.4
8.9
7.6
6.3
5.9
5.0
4.4
3.9
3.1
5.2
5.2
4.6
4.4
4.2
4.0
3.8
3.5
3.1
2.8
2.5
2.7
3.0
3.2
3.2
1.2
29.4
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #2 10.1 fc 29.4 fc 1.2 fc 24.5:1 8.4:1
SECOND FLOOR EMERGENCY PHOTOMETRIC PLAN (BUILDING B)1
SHEET TITLE
4325
DATE:
DRAWING NO.
SCALE:
03-25-25
BY:YK
CHECKED:HRA
PR
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EXP. 03-31-26
O
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NO. 13294E
TE
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PROJECT NO.:
DATE SIGNED:03-25-25
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
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18
0
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7
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1
XX
E-8.2
1/4"=1'-0"
EM. PHM PLAN
BUILDING B
2ND FLR.
SHEET TITLE
3652
DATE:
DRAWING NO.
SCALE:
02-10-24
BY:YK
CHECKED:HRA
PR
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XX
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EXP. 03-31-26
O
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NO. 13294E
TE
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R
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G
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P
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LCFA
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I CTCR
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PROJECT NO.:
DATE SIGNED:02-10-24
A B R A R I
1 7 1 3 S T A N D A R D A V E .
G L E N D A L E , C A 9 1 2 0 1
W 8 1 8 .9 5 6 .1 9 0 0
M A I L @ A B R A R I .C O M
E L E C T R I C A L E N G I N E E R S
A S S O C I A T E S
PLUMB CHKD X
LID CHKD
DATE BY
MECH CHKD
X
X X
X X
CUST. OK'D X X
SA
Z
H
I
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18
0
1
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AS SHOWN
SCHEDULES
PANEL
10-30-2024
18
2
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11.26.2024
M-001
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
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NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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ALL SUPPLY DIFFUSER AND RETURN GRILLE SIZES SHOWN ARE THE
OPENINGS WITHOUT BORDER. CONTRACTOR SHALL SUBMIT SHOP
DRAWING AND RECEIVE APPROVAL FROM THE ARCHITECT BEFORE
PLACING ORDER
ALL DUCTS SHALL BE RIGID SHEET METAL, ONLY LAST 3 FT OF DUCT
CAN BE FLEXIBLE DUCT.
M-002
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NOTE:
EQUIPMENT SHALL BE SAMSUNG OR APPROVED EQUAL. ALL SUBSTITUTIONS SHALL BE MADE
ALONG WITH EQUIPMENT SELECTION, WIRING DIAGRAM AND PIPING DIAGRAM
M-003
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SECTION 232301 - VRV/VRF REFRIGERANT PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. THIS SECTION INCLUDES REFRIGERANT PIPING USED FOR VRV/VRF AIR-CONDITIONING APPLICATIONS.
1.2 PERFORMANCE REQUIREMENTS
A. LINE TEST PRESSURE FOR REFRIGERANT R-410A:
1. SUCTION (LOW PRESSURE GAS) LINES: 550 PSIG, OR PER EQUIPMENT MANUFACTURERS
RECOMMENDATION.
2. HOT-GAS (HIGH PRESSURE GAS) AND LIQUID LINES: 550 PSIG, OR PER EQUIPMENT MANUFACTURERS
RECOMMENDATION.
1.3 SUBMITTALS
A. PRODUCT DATA: FOR EACH TYPE OF VALVE AND REFRIGERANT PIPING SPECIALTY INDICATED.
INCLUDE PRESSURE DROP BASED ON MANUFACTURER'S TEST DATA.
B. SHOP DRAWINGS: SHOW LAYOUT OF REFRIGERANT PIPING AND SPECIALTIES, INCLUDING PIPE, TUBE,
AND FITTING SIZES, VALVE ARRANGEMENTS AND LOCATIONS, WALL AND FLOOR PENETRATIONS, AND
EQUIPMENT CONNECTION DETAILS. SHOW INTERFACE AND SPATIAL RELATIONSHIPS BETWEEN PIPING AND
EQUIPMENT.
1. REFRIGERANT PIPING INDICATED ON DRAWINGS IS SCHEMATIC ONLY. SIZE PIPING AND DESIGN
ACTUAL PIPING LAYOUT, INCLUDING SPECIALTIES, AND PIPE AND TUBE SIZES TO ACCOMMODATE, AS A
MINIMUM, EQUIPMENT PROVIDED, ELEVATION DIFFERENCE BETWEEN COMPRESSOR AND EVAPORATOR,
AND LENGTH OF PIPING TO ENSURE PROPER OPERATION AND COMPLIANCE WITH WARRANTIES OF
CONNECTED EQUIPMENT.
C. FIELD QUALITY-CONTROL TEST REPORTS.
D. OPERATION AND MAINTENANCE DATA.
1.4 QUALITY ASSURANCE
A. COMPLY WITH ASHRAE 15, "SAFETY CODE FOR REFRIGERATION SYSTEMS."
B. COMPLY WITH ASME B31.5, "REFRIGERATION PIPING AND HEAT TRANSFER COMPONENTS."
C. INSTALLER QUALIFICATION: ONLY TRAINED INSTALLERS SKILLED IN REFRIGERATION PIPE
INSTALLATION AND BRAZING OF COPPER TUBING SHOULD BE USED.
1.5 PRODUCT STORAGE AND HANDLING
A. STORE PIPING IN A CLEAN AND PROTECTED AREA WITH END CAPS IN PLACE TO ENSURE THAT PIPING
INTERIOR AND EXTERIOR ARE CLEAN WHEN INSTALLED.
PART 2 - PRODUCTS
2.1 COPPER TUBE AND FITTINGS
A. COPPER TUBE:
1. STRAIGHT LENGTHS: ASTM B 75, UNS C12200, H55 TEMPER (LIGHT DRAWN), ACR BENDING QUALITY;
CLEANED, EDDY CURRENT TESTED, AND PLUGGED PER ASTM B 280.
a. REFTEKK "HHC"
2. COILED: ASTM B 280, UNS C12200, O60 TEMPER (SOFT ANNEALED), ACR, CLEANED AND CAPPED
a. REFTEKK "CCE"
B. BRAZING FILLER METALS: AWS A5.8.
a. REFTEKK "BRG"
C. FIELD SWAGED BRAZING CUPS: MSS-SP-73, ASME B 16.50
D. FIELD BENDS (ALL ANGLES): ASME B31.5
2.2 VALVES AND SPECIALTIES
A. SERVICE VALVES:
1. BODY: FORGED BRASS WITH BRASS CAP INCLUDING KEY END TO REMOVE CORE.
2. CORE: REMOVABLE BALL-TYPE CHECK VALVE WITH STAINLESS-STEEL SPRING.
3. SEAT: POLYTETRAFLUOROETHYLENE.
4. END CONNECTIONS: SOCKET ENDS.
5. WORKING PRESSURE RATING: 700 PSIG.
6. MAXIMUM OPERATING TEMPERATURE 250 DEG. F
7. VALVES MUST BE SPECIFICALLY RATED FOR R-410A.
2.3 REFRIGERANTS
A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS
OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING:
B. ASHRAE 34, R-410A: R-32/R-125 (50.0/50.0)
PART 3 - EXECUTION
3.1 PIPING APPLICATIONS
A. SUCTION (LOW PRESSURE GAS), HOT GAS (HIGH PRESSURE GAS) AND LIQUID LINES OD 5/8" AND
SMALLER FOR CONVENTIONAL AIR-CONDITIONING, HEAT PUMP, AND HEAT RECOVERY APPLICATIONS:
COPPER, TYPE ACR, O60 (SOFT ANNEALED)-TEMPER TUBING AND FIELD BENT FITTINGS WITH BRAZED
JOINTS.
B. SUCTION (LOW PRESSURE GAS), HOT GAS (HIGH PRESSURE GAS), AND LIQUID LINES OD 2-1/8" AND
SMALLER FOR ED CONVENTIONAL AIR-CONDITIONING, HEAT PUMP, AND HEAT RECOVERY APPLICATIONS:
STRAIGHT LENGTHS, COPPER, TYPE ACR TYPE L, H55 (LIGHT DRAWN)-TEMPER TUBING AND FIELD BENT
FITTINGS WITH BRAZED JOINTS.
3.2 VALVE AND SPECIALTY APPLICATIONS
A. INSTALL SERVICE VALVES AS SHOWN ON PLANS OR AS REQUIRED TO ISOLATE SYSTEM
COMPONENTS.
3.3 PIPING INSTALLATION
A. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT
OF PIPING SYSTEMS;
INDICATED LOCATIONS AND ARRANGEMENTS WERE USED TO SIZE PIPE AND CALCULATE FRICTION LOSS,
EXPANSION, PUMP SIZING, AND OTHER DESIGN CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS
DEVIATIONS TO LAYOUT ARE APPROVED ON SHOP DRAWINGS.
B. INSTALL REFRIGERANT PIPING ACCORDING TO ASHRAE 15.
C. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND EXCEPT IN
EQUIPMENT ROOMS AND SERVICE AREAS.
D. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS
AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS
SPECIFICALLY INDICATED OTHERWISE.
E. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL
REMOVAL.
F. INSTALL PIPING ADJACENT TO MACHINES TO ALLOW SERVICE AND MAINTENANCE.
G. INSTALL PIPING FREE OF SAGS AND BENDS
.
H. FIELD BEND CHANGES IN DIRECTION.
I. SELECT SYSTEM COMPONENTS WITH PRESSURE RATING EQUAL TO OR GREATER THAN MAXIMUM
ALLOWABLE WORKING
PRESSURE.
J. INSTALL PIPING AS SHORT AND DIRECT AS POSSIBLE, WITH A MINIMUM NUMBER OF JOINTS, ELBOWS,
AND FITTINGS.
K. ARRANGE PIPING TO ALLOW INSPECTION AND SERVICE OF REFRIGERATION EQUIPMENT. INSTALL
VALVES AND SPECIALTIES IN ACCESSIBLE LOCATIONS TO ALLOW FOR SERVICE AND INSPECTION. INSTALL
ACCESS DOORS OR PANELS AS SPECIFIED IN DIVISION 08 SECTION "ACCESS DOORS AND FRAMES" IF
VALVES OR EQUIPMENT REQUIRING MAINTENANCE IS CONCEALED BEHIND FINISHED SURFACES.
L. INSTALL INSULATED REFRIGERANT PIPING IN WATER-TIGHT PROTECTIVE CONDUIT WHERE INSTALLED
BELOWGROUND.
M. PROVIDE JACKETED INSULATION IN LOCATIONS WHERE EXPOSED TO MECHANICAL INJURY.
N. WHEN BRAZING, REMOVE SOLENOID-VALVE COILS AND SIGHT GLASSES; ALSO, REMOVE
VALVE STEMS, SEATS, AND PACKING, AND ACCESSIBLE INTERNAL PARTS OF REFRIGERANT SPECIALTIES.
DO NOT APPLY HEAT NEAR EXPANSION-VALVE BULB.
O. INSTALL PIPING WITH ADEQUATE CLEARANCE BETWEEN PIPE AND ADJACENT WALLS AND HANGERS
OR BETWEEN PIPES FOR INSULATION INSTALLATION.
P. IDENTIFY REFRIGERANT PIPING AND VALVES ACCORDING TO DIVISION 23 SECTION "IDENTIFICATION
FOR HVAC PIPING AND EQUIPMENT."
Q. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. COMPLY WITH
REQUIREMENTS FOR SLEEVES SPECIFIED IN DIVISION 23 SECTION "SLEEVES AND SLEEVE SEALS FOR HVAC
PIPING."
R. INSTALL SLEEVE SEALS FOR PIPING PENETRATIONS OF CONCRETE WALLS AND SLABS. COMPLY WITH
REQUIREMENTS FOR SLEEVE SEALS SPECIFIED IN DIVISION 23 SECTION "SLEEVES AND SLEEVE SEALS FOR
HVAC PIPING."
S. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. COMPLY
WITH REQUIREMENTS FOR ESCUTCHEONS SPECIFIED IN DIVISION 23 SECTION "ESCUTCHEONS FOR HVAC
PIPING."
T. PROVIDE PROPER COMPENSATION FOR PIPE/TUBE EXPANSION AND CONTRACTION PER EQUIPMENT
MANUFACTURERS RECOMMENDATIONS.
3.4 PIPE JOINT CONSTRUCTION
A. BRAZED JOINTS: CONSTRUCT JOINTS ACCORDING TO AWS'S "BRAZING HANDBOOK," CHAPTER "PIPE
AND TUBE."
1. USE TYPE BCUP-5 (15% AG, 80% CU, 5% P), COPPER-PHOSPHORUS ALLOY PRE-FORMED BRAZING
RINGS FOR JOINING COPPER SWAGE FITTINGS AND COPPER SOCKET FITTINGS WITH COPPER PIPE. DO NOT
USE FLUX.
2. USE TYPE BAG-5 (45% AG), CADMIUM-FREE SILVER ALLOY FOR JOINING COPPER WITH BRONZE OR
STEEL. USE MANUFACTURERS RECOMMENDED FLUX.
B. FIELD SWAGED BRAZING CUPS: FABRICATE BRAZING CUP ON ONE TUBING END FOR EACH COUPLING.
ONLY O60 (SOFT ANNEALED) AND H55 (LIGHT DRAWN) MAY BE SWAGED. DO NOT SWAGE H58 (DRAWN
GENERAL PURPOSE). USE SWAGING TOOL DESIGNED TO PROVIDE A MINIMUM OF 0.0015" BRAZING GAP AND
A MAXIMUM OF 0.005" BRAZING GAP. BRAZING CUP DEPTH FOR EACH TUBE SIZE SHALL BE AS FOLLOWS.
C. FIELD BENDS: FABRICATE FIELD BENDS WITH A CENTER-LINE BEND RADIUS GREATER THAN OR
EQUAL TO 4 TIMES THE NOMINAL OD OF THE PIPE OR TUBE. TUBE SHALL BE BENT WITH A TUBING BENDER
SIZED FOR ACR OD TUBE SIZES AND SHALL NOT CAUSE CRACKS OR WRINKLES IN THE TUBE OR PIPE. DO
NOT USE A CONDUIT BENDER FOR BENDING
ACR COPPER. THE DIFFERENCE BETWEEN MAXIMUM AND MINIMUM DIAMETERS FOR PIPE BENDS SHOULD
NOT EXCEED 8% OF THE NOMINAL OUTSIDE DIAMETER OF THE PIPE. ONLY O60 SOFT ANNEALED-TEMPER
AND H55 LIGHT DRAWN-TEMPER SHALL BE FIELD BENT. DO NOT FIELD BEND H58 DRAWN GENERAL
PURPOSE-TEMPER COPPER TUBE.
D. BRAZING AND JOINING PROCEDURE
1. TUBE ENDS SHALL BE CUT WITH A CLEAN SHARP TUBING CUTTER.
2. DEBURR THE I.D. OF THE CUT TUBE END WITH A CLEAN DEBURRING TOOL.
3. VISUALLY INSPECT THE INTERIOR OF EACH TUBE FOR OBSTRUCTIONS AND DEBRIS BEFORE
ASSEMBLY. PROTECT THE JOINT FROM CONTAMINATION BEFORE BRAZING.
4. METHOD OF PRE-CLEANING: NON-SHEDDING ABRASIVE PADS (SCOTCH BRIGHT) TO REMOVE ALL
OXIDES IN THE BRAZING AREA FOLLOWED BY WIPING WITH A CLEAN LINT-FREE WHITE CLOTH. DO NOT
GROOVE THE SURFACES WHILE CLEANING.
5. PURGE ALL TUBING WITH OIL FREE NITROGEN WHILE BRAZING AND UNTIL COOL TO THE TOUCH. USE
AN OXYGEN ANALYZER TO VERIFY THE ABSENCE OF OXYGEN PRIOR TO BRAZING. THE OXYGEN CONTENT
SHALL BE LESS THAN 1% BEFORE START OF BRAZING.
6. USE A NEUTRAL TO SLIGHTLY REDUCING FLAME USING OXY/ACETYLENE OR OXY/PROPANE.
7. USE THE PROPER TORCH TIP BASED ON TUBE SIZE AS RECOMMENDED BY THE TORCH
MANUFACTURER. USE OF TURBO-TORCH OR ROSEBUD IS PERMITTED.
8. POST BRAZING CLEANING: EXTERIOR OF ALL COMPLETED JOINTS SHALL BE WASHED WITH A WATER
SOAKED RAG OR SPONGE, FOLLOWED BY BRUSHING WITH A STAINLESS-STEEL HAND WIRE BRUSH TO
REMOVE ANY RESIDUE FOR INSPECTION.
3.5 HANGERS AND SUPPORTS
A. HANGER, SUPPORT, AND ANCHOR PRODUCTS ARE SPECIFIED IN DIVISION 23 SECTION "HANGERS AND
SUPPORTS FOR HVAC PIPING AND EQUIPMENT."
B. INSTALL THE FOLLOWING PIPE ATTACHMENTS:
1. ADJUSTABLE STEEL CLEVIS HANGERS FOR INDIVIDUAL HORIZONTAL RUNS.
2. RIGID HIGH COMPRESSIVE STRENGTH FOAM INSULATING PIPE SUPPORT AT ALL SUPPORT POINTS.
COMPLY WITH SECTION 230719 "DX PIPING SYSTEM INSULATION".
3. DO NOT ATTACH HANGERS DIRECTLY TO PIPE OR TUBE.
C. INSTALL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM SPACING AND MINIMUM
ROD SIZES:
1. UP TO 3/4" OD: MAXIMUM SPAN, 60 INCHES; MINIMUM ROD SIZE, 3/8 INCH.
2. GREATER THAN 3/4" THRU 1" OD: MAXIMUM SPAN, 72 INCHES; MINIMUM ROD SIZE, 3/8 INCH
3. GREATER THAN 1" THRU 2-1/8" OD: MAXIMUM SPAN, 96 INCHES; MINIMUM ROD SIZE, 3/8 INCH.
D. SUPPORT MULTI-FLOOR VERTICAL RUNS EVERY 10 FEET AND AT LEAST AT EACH FLOOR.
3.6 FIELD QUALITY CONTROL
A. PERFORM TESTS AND INSPECTIONS AND PREPARE TEST REPORTS.
B. TESTS AND INSPECTIONS:
1. COMPLY WITH ASME B31.5, CHAPTER VI.
2. TEST AS RECOMMENDED BY EQUIPMENT MANUFACTURERS INSTRUCTIONS.
3. TEST REFRIGERANT PIPING AND SPECIALTIES. ISOLATE COMPRESSOR, CONDENSER, EVAPORATOR,
AND SAFETY DEVICES FROM TEST PRESSURE IF THEY ARE NOT RATED ABOVE THE TEST PRESSURE.
a. FILL SYSTEM WITH 95/5 NITROGEN/HYDROGEN TO THE REQUIRED TEST PRESSURE.
b. SYSTEM SHALL MAINTAIN TEST PRESSURE AT THE MANIFOLD GAGE THROUGHOUT DURATION OF
TEST.
c. TEST ALL JOINTS AND FITTINGS WITH HYDROGEN LEAK DETECTOR, AT TEST PRESSURE.
d. REMAKE LEAKING JOINTS USING NEW MATERIALS, AND RETEST UNTIL SATISFACTORY RESULTS ARE
ACHIEVED.
3.7 SYSTEM CHARGING
A. CHARGE SYSTEM USING THE FOLLOWING PROCEDURES AND PER EQUIPMENT MANUFACTURERS
INSTRUCTIONS.
1. EVACUATE (TRIPLE EVACUATION PROCEDURE) ENTIRE REFRIGERANT SYSTEM WITH A VACUUM PUMP
TO OBTAIN A STEADY STATE VACUUM OF LESS THAN 500 MICROMETERS. IF VACUUM HOLDS FOR 12 HOURS,
SYSTEM IS READY FOR CHARGING. DO NOT EVACUATE THE SYSTEM THROUGH A CHARGING MANIFOLD.
USE ONLY SUCTION RATED HOSES AND CORE REMOVAL TOOLS.
2. BREAK VACUUM WITH REFRIGERANT GAS, ALLOWING PRESSURE TO BUILD UP TO 2 PSIG.
3. CHARGE SYSTEM AS RECOMMENDED BY EQUIPMENT MANUFACTURER.
AS
REQUIRED
CLEARANCE
BOTH SIDES
CLEARANCE STRUT CHANNEL
ALL THREAD
(TYP)
INSULATION SUPPORT SADDLES
DOUBLE NUT
INSTALL PIPE SUPPORT
EVERY 5' OF PIPE LENGTH
OR PER LOCAL CODE
REQUIREMENTS
REFTEKK "CCE" EPDM
INSULATED ANNEALED COPPER
MINIMUM THICKNESS PER DETAIL 7
(DUAL-LAYER IF 2-1/2" THICKNESS IS
REQUIRED, OUTER LAYER TO BE
REFTEKK "AC" or "AC-SSPT" EPDM
INSULATION)
REFTEKK "RD" SADDLE
1. PIPE INSULATION AND PIPE SUPPORTS MUST BE INSTALLED STRICTLY IN ACCORDANCE WITH INSULATION
MANUFACTURES INSTALLATION INSTRUCTIONS.
2. ALL BUTT JOINTS, LONGITUDINAL SEAMS AND INSULATION TERMINATIONS MUST BE GLUED AND SEALED PER
INSULATION MANUFACTURERS INSTRUCTIONS.
3. INSULATION MUST BE INSTALLED UNDER SLIGHT COMPRESSION. DO NOT STRETCH INSULATION.
4. PROVIDE VAPOR DAM (2" LENGTH OF INSULATION GLUED TO PIPE) AT ALL INSULATION TERMINATIONS
(EQUIPMENT CONNECTIONS, VALVES, REFRIGERATION SPECIALTIES).
5. HANGER SPACING MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
6. ALL THREAD ROD SIZE AND STRUCTURAL CONNECTION MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING
JURISDICTION.
7. PROVIDE SEISMIC SUPPORT AND BRACING AS REQUIRED BY LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
8. EPDM INSULATION MUST BE SEALED VAPOR TIGHT ALONG THE ENTIRE LENGTH OF THE PIPE AND MUST PASS
CONTINOUSLY THROUGH PIPE SUPPORTS, AND BUILDING, STRUCTURAL AND FIRE RATED PENETRATIONS.
9. THE INSULATION MUST KEEP THE PIPE DRY AT ALL TIMES AND PROTECT AGAINST WATER INTRUSION FROM RAIN
AND CONDENSATION.
10. PIPING SUPPORTED ON INSULATION SADDLES FOR INDOOR USE ONLY. DO NOT USE SADDLE SUPPORTS
OUTDOORS.
DETAIL 6
ANNEALED COPPER COIL (LINE SETS) SUPPORT
(IN EXAMPLE SHOWN, HIGH PRESSURE GAS ≤ 200° F)
REFTEKK MODEL "UX"
RIGID INSULATION SUPPORT
(THICKNESS TO MATCH INSULATION)
(DUAL-LAYER IF 2-1/2")
SUPPORT STRUT
REFTEKK "HHC" COPPER TUBE
(H55 TYPE L ACR BENDABLE QUALITY)
ALL THREAD
(TYP)
1. PIPE INSULATION AND PIPE SUPPORTS MUST BE INSTALLED STRICTLY IN ACCORDANCE WITH INSULATION
MANUFACTURES INSTALLATION INSTRUCTIONS.
2. ALL BUTT JOINTS, LONGITUDINAL SEAMS AND INSULATION TERMINATIONS MUST BE GLUED AND SEALED PER
INSULATION MANUFACTURERS INSTRUCTIONS.
3. INSULATION MUST BE INSTALLED UNDER SLIGHT COMPRESSION. DO NOT STRETCH INSULATION.
4. PROVIDE VAPOR DAM (2" LENGTH OF INSULATION GLUED TO PIPE) EVERY 12' TO 18', AND AT ALL
INSULATION TERMINATIONS (EQUIPMENT CONNECTIONS, VALVES, REFRIGERATION SPECIALTIES).
5. EPDM INSULATION MUST BE SEALED VAPOR TIGHT ALONG THE ENTIRE LENGTH OF THE PIPE AND MUST PASS
CONTINOUSLY THROUGH PIPE SUPPORTS AND BUILDING STRUCTURAL AND FIRE RATED PENETRATIONS.
6. DO NOT ATTACH ANYTHING TO THE INSULATION (I.E. CONTROL WIRING, DATA CABLING, ETC.)
7. DO NOT SECURE INSULATION OR ATTACH ANYTHING TO THE INSULATION WITH TIE WRAPS.
8. DO NOT ALLOW CEILING SUPPORT HANGER WIRES TO TOUCH THE INSULATION.
9. DO NOT ALLOW THE INSULATION TO BE COMPRESSED BY STRUCTURAL MEMBERS OR PENETRATIONS
THROUGH WALL, CEILINGS, OR FLOORS.
10. PIPING AND INSULATION MUST BE CLEAN AND DRY PRIOR TO APPLICATION OF INSULATION.
11. ONLY APPLY INSULATION TO PIPES THAT ARE AT AMBIENT TEMPERATURE. DO NOT APPLY INSULATION
TO PIPES THAT ARE IN OPERATION.
12. THE INSULATION MUST KEEP THE PIPE DRY AT ALL TIMES AND PROTECT AGAINST WATER INTRUSION FROM
RAIN AND CONDENSATION.
13. HANGER SPACING MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
14. ALL-THREAD ROD SIZE AND STRUCTURAL CONNECTION MUST COMPLY WITH LOCAL CODE OR AUTHORITY
HAVING JURISDICTION.
15. PROVIDE ADDITIONAL SEISMIC SUPPORT AND BRACING AS REQUIRED BY LOCAL CODE OR
AUTHORITY HAVING JURISDICTION.
16. PROVIDE 1" MINIMUM SPACE BETWEEN INSULATED PIPES FOR AIR CIRCULATION
17. PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ALL-THREAD.
DETAIL 2
COPPER STRAIGHT LENGTH - EPDM INSTALLATION
(IN EXAMPLE SHOWN, HIGH PRESSURE GAS > 200° F)
REFTEKK "UX" RIGID INSULATION SUPPORT
(THICKNESS TO MATCH INSULATION)
(DUAL-LAYER IF 2-1/2" THICKNESS IS REQUIRED)
REFTEKK "HHC" COPPER TUBE
(H55 TYPE L ACR BENDABLE QUALITY)
REFTEKK "AC" OR "AC-SSPT" EPDM INSULATION,
MINIMUM THICKNESS PER DETAIL 7
(DUAL-LAYER IF 2-1/2" THICKNESS IS REQUIRED)
ALL THREAD
(TYP)
DETAIL 5
COPPER STRAIGHT LENGTH - EPDM INSTALLATION
(IN EXAMPLE SHOWN, HIGH PRESSURE GAS ≤ 200° F)
LIQUID
LP GAS
HP GAS
PIPE HANGER SPACING
TUBE SIZE (in)SPACING (ft)
1/4"5
3/8"5
1/2"5
5/8"5
3/4"6
7/8"6
1-1/8"7
1-3/8"8
1-5/8"8
2-1/8"8
DETAIL 7
INSULATION THICKNESS AND HANGER SPACING TABLES
(APPLIES TO ALL REFRIGERANT PIPING SYSTEMS)
1. PIPE INSULATION AND PIPE SUPPORTS MUST BE INSTALLED STRICTLY IN ACCORDANCE WITH INSULATION
MANUFACTURES INSTALLATION INSTRUCTIONS.
2. ALL BUTT JOINTS, LONGITUDINAL SEAMS AND INSULATION TERMINATIONS MUST BE GLUED AND SEALED PER
INSULATION MANUFACTURERS INSTRUCTIONS.
3. INSULATION MUST BE INSTALLED UNDER SLIGHT COMPRESSION. DO NOT STRETCH INSULATION.
4. PROVIDE VAPOR DAM (2" LENGTH OF INSULATION GLUED TO PIPE) AT ALL INSULATION TERMINATIONS
(EQUIPMENT CONNECTIONS, VALVES, REFRIGERATION SPECIALTIES).
5. HANGER SPACING MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
6. ALL THREAD ROD SIZE AND STRUCTURAL CONNECTION MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING
JURISDICTION.
7. PROVIDE SEISMIC SUPPORT AND BRACING AS REQUIRED BY LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
8. EPDM INSULATION MUST BE SEALED VAPOR TIGHT ALONG THE ENTIRE LENGTH OF THE PIPE AND MUST PASS
CONTINOUSLY THROUGH PIPE SUPPORTS, AND BUILDING, STRUCTURAL AND FIRE RATED PENETRATIONS.
9. THE INSULATION MUST KEEP THE PIPE DRY AT ALL TIMES AND PROTECT AGAINST WATER INTRUSION FROM RAIN
AND CONDENSATION.
10. PIPING SUPPORTED ON INSULATION SADDLES FOR INDOOR USE ONLY. DO NOT USE SADDLE SUPPORTS
OUTDOORS.
DETAIL 3
ANNEALED COPPER COIL (LINE SETS) SUPPORT
(IN EXAMPLE SHOWN, HIGH PRESSURE GAS > 200° F)
CLEARANCE
AS
REQUIRED
CLEARANCE
BOTH SIDES
ALL THREAD
(TYP)
STRUT CHANNEL
INSTALL PIPE SUPPORT
EVERY 5' OF PIPE LENGTH
OR PER LOCAL CODE
REQUIREMENTS
DOUBLE NUT
INSULATION SUPPORT SADDLES REFTEKK "RD" SADDLE
REFTEKK "CCE" EPDM
INSULATED ANNEALED COPPER
MINIMUM THICKNESS PER DETAIL 7
(DUAL-LAYER IF 2-1/2" THICKNESS IS
REQUIRED, OUTER LAYER TO BE REFTEKK
"AC" or "AC-SSPT" EPDM INSULATION)
NOTES
1. THE ABOVE TABLE INDICATES MINIMUM PIPE INSULATION THICKNESSES BASED ONLY ON ENERGY CODE
REQUIREMENTS. ACTUAL THICKNESSES TO BE THE GREATER OF 1) ENERGY CODE REQUIREMENTS, 2) LOCAL
JURISDICTION REQUIREMENTS, 3) MANUFACTURER INSTALLATION REQUIREMENTS, and 4) LOCATION DEPENDENT
HUMIDITY CALCULATIONS FOR CONDENSATION CONTROL.
2. VERIFY MIN/MAX REFRIGERANT FLUID OPERATING TEMPERATURE RANGES WITH EQUIPMENT MANUFACTURER.
3. THE ABOVE TABLE APPLIES TO ALL REFRIGERATION PIPING SYSTEMS, INCLUDING COOLING ONLY with/without HOT
GAS BYPASS. HEAT PUMP SYSTEMS INCLUDING MINI-SPLITS, AND VRF/VRV HEAT PUMP AND HEAT RECOVERY SYSTEMS.
4. VRF/VRV 3-PIPE HEAT RECOVERY SYSTEMS TYPICALLY HAVE HIGH PRESSURE VAPOR PIPING (FOR HEATING) THAT
EXCEEDS 200° F.
5. VRF 2 PIPE HEAT RECOVERY SYSTEMS TYPICALLY HAVE HIGH PRESSURE VAPOR/LIQUID 2 PHASE (FOR HEATING)
THAT IS LESS THAN 200° F.
6. FOR VRF/VRV HEAT RECOVERY SYSTEMS, THE ABOVE TABLE APPLIES TO PIPING BETWEEN THE OUTDOOR UNIT AND
MODE SELECTION BOX AND BETWEEN THE MODE SELECTION BOX AND INDOOR UNITS (FAN COILS).
7. ALL INSULATION WALL THICKNESS GREATER THAN 1-1/2" REQUIRES DOUBLE LAYER (1" base layer plus 1-1/2" outer
layer) TO MEET ASTM E84 (UL 723). EACH INDIVIDUAL LAYER MUST BE FULLY VAPOR PROOF SEALED AND MEET ASTM
E84 25/50 FLAME SPREAD/SMOKE GENERATED RATINGS.
DETAIL 4
BRANCH CONTROLLER PIPING with SERVICE VALVES
***ONLY APPLICABLE TO HEAT RECOVERY SYSTEMS***
1. PIPE INSULATION AND PIPE SUPPORTS MUST BE INSTALLED STRICTLY IN ACCORDANCE WITH INSULATION
MANUFACTURES INSTALLATION INSTRUCTIONS.
2. ALL BUTT JOINTS, LONGITUDINAL SEAMS AND INSULATION TERMINATIONS MUST BE GLUED AND SEALED PER
INSULATION MANUFACTURERS INSTRUCTIONS.
3. INSULATION MUST BE INSTALLED UNDER SLIGHT COMPRESSION. DO NOT STRETCH INSULATION.
4. PROVIDE VAPOR DAM (2" LENGTH OF INSULATION GLUED TO PIPE) EVERY 12' TO 18', AND AT ALL
INSULATION TERMINATIONS (EQUIPMENT CONNECTIONS, VALVES, REFRIGERATION SPECIALTIES).
5. EPDM INSULATION MUST BE SEALED VAPOR TIGHT ALONG THE ENTIRE LENGTH OF THE PIPE AND MUST PASS
CONTINOUSLY THROUGH PIPE SUPPORTS AND BUILDING STRUCTURAL AND FIRE RATED PENETRATIONS.
6. DO NOT ATTACH ANYTHING TO THE INSULATION (I.E. CONTROL WIRING, DATA CABLING, ETC.)
7. DO NOT SECURE INSULATION OR ATTACH ANYTHING TO THE INSULATION WITH TIE WRAPS.
8. DO NOT ALLOW CEILING SUPPORT HANGER WIRES TO TOUCH THE INSULATION.
9. DO NOT ALLOW THE INSULATION TO BE COMPRESSED BY STRUCTURAL MEMBERS OR PENETRATIONS
THROUGH WALL, CEILINGS, OR FLOORS.
10. PIPING AND INSULATION MUST BE CLEAN AND DRY PRIOR TO APPLICATION OF INSULATION.
11. ONLY APPLY INSULATION TO PIPES THAT ARE AT AMBIENT TEMPERATURE. DO NOT APPLY INSULATION
TO PIPES THAT ARE IN OPERATION.
12. THE INSULATION MUST KEEP THE PIPE DRY AT ALL TIMES AND PROTECT AGAINST WATER INTRUSION FROM
RAIN AND CONDENSATION.
13. HANGER SPACING MUST COMPLY WITH LOCAL CODE OR AUTHORITY HAVING JURISDICTION.
14. ALL-THREAD ROD SIZE AND STRUCTURAL CONNECTION MUST COMPLY WITH LOCAL CODE OR AUTHORITY
HAVING JURISDICTION.
15. PROVIDE ADDITIONAL SEISMIC SUPPORT AND BRACING AS REQUIRED BY LOCAL CODE OR
AUTHORITY HAVING JURISDICTION.
16. PROVIDE 1" MINIMUM SPACE BETWEEN INSULATED PIPES FOR AIR CIRCULATION
17. PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ALL-THREAD.
PIPING TO AND FROM OUTDOOR
UNIT(S) TO BE H55 STRAIGHT
LENGTH COPPER.
SCHRADER PORTS TO BE
INSTALLED TOWARDS BC
CONTROLLER.
MAIN BRANCH CIRCUIT (BC) CONTROLLER
PIPING TO AND FROM
SUB BRANCH CIRCUIT (BC)
CONTROLLER(S) TO BE H55
STRAIGHT LENGTH COPPER.
1. ALL BRANCH CONTROLLER PIPING PORTS (INLET AND OUTLET) SHALL BE FITTED WITH A REFRIGERANT SERVICE
VALVE WITH INTEGRAL SCHRADER PORT.
2. ALL REFRIGERANT SERVICE VALVES SHALL BE RATED FOR R-410A.
3. ANY UNUSED PORTS TO HAVE VALVE INSTALLED WITH 6" LENGTH OF PIPING WITH BRAZED CAP.
6. VALVE SHALL BE IN THE CLOSED POSITION ON ANY UNUSED PORTS.
7. ALL PIPING AND VALVES SHOULD BE SUPPORTED WITHIN 12" OF THE BC CONTROLLER.
8. ALL VALVES SHALL BE FURNISHED AND INSTALLED WITH FACTORY SUPPLIED EPDM INSULATION JACKET.
9. FACTORY JACKETS AND PIPING INSULATION MUST BE SEALED VAPOR TIGHT AT ALL LONGITUDINAL AND BUTT JOINTS.
10. PIPING INSULATION AND VALVE JACKETS MUST BE SEALED VAPOR TIGHT TO THE BC CONTOLLER TO PREVENT CONDENSATION.
11. ALL PIPING INSULATION AND VALVE JACKETS MUST KEEP THE PIPING DRY.
DETAIL SHOWS 8 PORT MAIN BC CONTROLLER AND 8 PORT SUB BC CONTROLLER. ALL OTHER BC CONTROLLER SIZES SIMILAR.
INSULATION AND VALVE JACKETS NOT SHOWN FOR CLARITY.
PIPING TO AND FROM
INDOOR (FAN COIL) UNITS
TO BE O60 ANNEALED COILS OR
H55 STRAIGHT LENGTH COPPER.
SCHRADER PORTS TO BE INSTALLED
FACING AWAY FROM BC CONTROLLER.
DETAIL 1
BRANCH SELECTOR PIPING
with SERVICE VALVES
PIPING TO AND FROM
OUTDOOR UNIT(S) TO BE
H55 STRAIGHT LENGTH COPPER.
SCHRADER PORTS TO BE INSTALLED
TOWARDS BRANCH SELECTOR.
PIPING TO AND FROM
INDOOR (FAN COIL) UNITS
TO BE O60 ANNEALED COILS OR
H55 STRAIGHT LENGTH COPPER.
SCHRADER PORTS TO BE INSTALLED
FACING AWAY FROM BC CONTROLLER
1. ALL BRANCH SELECTOR PIPING PORTS (INLET AND OUTLET) SHALL BE FITTED WITH A REFRIGERANT SERVICE
VALVE WITH INTEGRAL SCHRADER PORT.
2. ALL REFRIGERANT SERVICE VALVES SHALL BE RATED FOR R-410A.
3. ANY UNUSED PORTS TO HAVE VALVE INSTALLED WITH 6" LENGTH OF PIPING WITH BRAZED CAP.
6. VALVE SHALL BE IN THE CLOSED POSITION ON ANY UNUSED PORTS.
7. ALL PIPING AND VALVES SHOULD BE SUPPORTED WITHIN 12" OF THE BRANCH SELECTOR.
8. ALL VALVES SHALL BE FURNISHED AND INSTALLED WITH FACTORY SUPPLIED EPDM INSULATION JACKET.
9. FACTORY JACKETS AND PIPING INSULATION MUST BE SEALED VAPOR TIGHT AT ALL LONGITUDINAL AND BUTT JOINTS.
10. PIPING INSULATION AND VALVE JACKETS MUST BE SEALED VAPOR TIGHT TO THE BRANCH SELECTOR TO PREVENT CONDENSATION.
11. ALL PIPING INSULATION AND VALVE JACKETS MUST KEEP THE PIPING DRY.
DETAIL SHOWS 4 PORT BRANCH SELECTOR. ALL OTHER BRANCH SELECTOR SIZES SIMILAR.
INSULATION AND VALVE JACKETS NOT SHOWN FOR CLARITY.
PIPE RRF
(DETAILS ABOE LINE)
(DETAILS BELO LINE)
PIPE RF
SUPPORT STRUT
PIPE RRF
(DETAILS ABOE LINE)
(DETAILS BELO LINE)
PIPE RF
REFTEKK "AC" OR "AC-SSPT" EPDM INSULATION,
MINIMUM THICKNESS PER DETAIL 7
(DUAL-LAYER IF 2-1/2" THICKNESS IS REQUIRED)
REFTEKK "JBV" SERVICE VALVE WITH
FACTORY PROVIDED EPDM INSULATION
JACKET (NOT SHOWN)
REFTEKK "JBV" SERVICE VALVE WITH
FACTORY PROVIDED EPDM INSULATION
JACKET (NOT SHOWN)
REV 05204030
M-006
TI
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REENIGNEL
M24912 NAZRAFM
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NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
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REENIGNEL
M24912 NAZRAFM
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NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 1/8"=1'-0"
FIRST FLOOR PLAN
M-301
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ARHAHS
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AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 3/16"=1'-0"
FIRST FLOOR PLAN
NOTES
1. ALL SUPPLY DIFFUSERS, RETURN GRILLES AND EXHAUST REGISTERS ARE STEEL CONSTRUCTION WITH WHITE FINISH
UNLESS OTHERWISE NOTED ON PLANS.
2. WRAP ALL SUPPLY AND RETURN DUCTS INSIDE SOFFIT WITH R-6 INSULATION. FOR AREAS WHERE SPACE DOES NOT
ALLOW REGULAR INSULATION YOU MAY USE BUBBLE WRAP.
1 BID ADDENDUM 01 JUNE 12 2025 REV 08
1
1
1
1
1
1
1
M-302
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CFOE OFILA
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TATS ACINAHCEMExp. No.
ARHAHS
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AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 3/16"=1'-0"
SECOND FLOOR PLAN
NOTES
1. ALL SUPPLY DIFFUSERS, RETURN GRILLES AND EXHAUST REGISTERS ARE STEEL CONSTRUCTION WITH WHITE FINISH
UNLESS OTHERWISE NOTED ON PLANS.
2. WRAP ALL SUPPLY AND RETURN DUCTS INSIDE SOFFIT WITH R-6 INSULATION. FOR AREAS WHERE SPACE DOES NOT
ALLOW REGULAR INSULATION YOU MAY USE BUBBLE WRAP.
1
M-303
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M24912 NAZRAFM
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DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 3/16"=1'-0"
ROOF PLAN
11
1
M-304
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REENIGNEL
M24912 NAZRAFM
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E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 3/16"=1'-0"
FIRST FLOOR PLAN - REFRIGERATION PIPING
REFRIGERANT PIPING SHOWN HERE FOR ROUTING ONLY. SEE
REFRIGERANT PIPING DIAGTRAM ON SHEET M-400 FOR SIZING AND
NUMBER OF PIPING.
M-305
SE
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TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
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REENIGNEL
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ER
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NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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SCALE: 3/16"=1'-0"
SECOND FLOOR PLAN - REFRIGERATION PIPING
REFRIGERANT PIPING SHOWN HERE FOR ROUTING ONLY. SEE
REFRIGERANT PIPING DIAGTRAM ON SHEET M-400 FOR SIZING AND
NUMBER OF PIPING.
5/8''|1 1/8''|1 1/8''(in)
20.00ft|5EA
MCU
MCU-S4NEK3UN
MCU-1
3/8''|7/8''(in)
10.00ft|4EA
AM096FNHDCH/AA | FC-1
92644Btu/h | 74926Btu/h110869Btu/h
0
#
3/8''|7/8''(in)
40.00ft|4EA
AM096FNHDCH/AA | FC-2
92644Btu/h | 74926Btu/h
110869Btu/h
0
#
IDU
Pipe Mat
AR18CSFCMWKNCV | FC-12
17740Btu/h | 14191Btu/h | 18437Btu/h
0
#
CAC-1
AR18CSFCMWKXCV
18437Btu/h | 17740Btu/h
1/4''|1/2''(in)
85.00ft|4EA
1
1
2
2
3
3
4
4
5
5
6
6
240.00
R
0.00
1F
120.00
2F
MCU
MCU-S12NEK1UN
MCU11
3/8''|5/8''(in)
35.00ft|4EA
AM030TNZDCH/AA | FC-3
28371Btu/h | 21243Btu/h | 34029Btu/h
0
#
3/8''|5/8''(in)
20.00ft|4EA
AM030TNZDCH/AA | FC-4
28371Btu/h | 21243Btu/h | 34029Btu/h
0
#
3/8''|5/8''(in)
50.00ft|4EA
AM036TNZDCH/AA | FC-5
34097Btu/h | 25379Btu/h | 40133Btu/h
0
#
5/8''|1 3/8''|1 1/8''(in)
80.00ft|10EA
1/4''|1/2''(in)
100.00ft|8EA
AM018TNZDCH/AA | FC-6
17074Btu/h | 12537Btu/h | 22061Btu/h
0
#
3/8''|5/8''(in)
90.00ft|8EA
AM024TNZDCH/AA | FC-7
22748Btu/h | 16944Btu/h | 27048Btu/h
0
#
AM030TNZDCH/AA | FC-8
28371Btu/h | 21243Btu/h | 34029Btu/h
0
#
3/8''|5/8''(in)
65.00ft|8EA
AM048TNZDCH/AA | FC-9
45420Btu/h | 32777Btu/h | 54135Btu/h
0
#
AM036TNZDCH/AA | FC-10
34097Btu/h | 25379Btu/h | 40133Btu/h
0
#
3/8''|5/8''(in)
60.00ft|8EA
AM018TNZDCH/AA | FC-11
17074Btu/h | 12537Btu/h | 22061Btu/h
0
#
1/4''|1/2''(in)
65.00ft|8EA
3/8''|5/8''(in)
95.00ft|8EA
IDU
Pipe Mat
IDU
Pipe Mat
IDU
Pipe Mat
IDU
Pipe Mat
SHP-2
AM240BXVGJR/AA
307656Btu/h | 255624Btu/h
SHP-1
AM192BXVGJR/AA
221737Btu/h | 185287Btu/h
M-400
PI
P
I
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G
D
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C
A
9
2
7
0
1
CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
i
n
e
e
r
i
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g
11
0
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S
a
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SHP-1
SHP-2
CAC-1
Circuit Breaker
281 | 2 | 208-230 | 60
11.8A
Circuit Breaker
270A
0.00
1F
Circuit Breaker
22
Power meter
22
Power meter
27
F1/F2
Power meter
28
F1/F2
MCU-1
MCU-S4NEK3UN
Circuit Breaker
27
FC-1
AM096FNHDCH/AA
R02
MWR-WG00UN
F3/F4
FC-2
AM096FNHDCH/AA
R03
MWR-WG00UN
F3/F4
Circuit Breaker
401 | 2 | 208-230 | 60
12.57A
120.00
2F
0.00
1F
Circuit Breaker
39
Power meter
39
Power meter
40
F1/F2
F1/F2
F1/F2
F1/F2
F1/F2 F1/F2
F1/F2
F1/F2
F1/F2 F1/F2F1/F2 F1/F2
F1/F2
FC-6
AM018TNZDCH/AA
R13
MWR-WG00UN
F3/F4
FC-7
AM024TNZDCH/AA
R08
MWR-WG00UN
F3/F4
FC-8
AM030TNZDCH/AA
R14
MWR-WG00UN
F3/F4
FC-9
AM048TNZDCH/AA
R09
MWR-WG00UN
F3/F4
FC-10
AM036TNZDCH/AA
R10
MWR-WG00UN
F3/F4
FC-11
AM018TNZDCH/AA
R11
MWR-WG00UN
F3/F4
MCU11
MCU-S12NEK1UN
Circuit Breaker
40
FC-3
AM030TNZDCH/AA
R04
MWR-WG00UN
F3/F4
FC-4
AM030TNZDCH/AA
R01
MWR-WG00UN
F3/F4
FC-5
AM036TNZDCH/AA
R05
MWR-WG00UN
F3/F4
CAC-1
AR18CSFCMWKXCV
120.00
2F
Circuit Breaker1 | 2 | 208-230 | 60
MCA, 16A
MOP, 25A
38
Power meter
38
F1/F2
F1/F2
FC-12
AR18CSFCMWKNCV
R12
MWR-WG00UN
F3/F4
MIM-A00UN
SHP-1
AM192BXVGJR/AA
3 | 3 | 460 | 60
MCA, 34A
MOP, 40A
SHP-2
AM240BXVGJR/AA
3 | 3 | 460 | 60
MCA, 40A
MOP, 50A
M-401
WI
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9
2
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0
1
CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
i
n
e
e
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11
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M-500
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0
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
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11
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VIBRATION ISOLATOR
TYP. 4 PLACES
M-600
TI
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
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e
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11
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M-601
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
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n
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11
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M-602
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
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n
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11
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
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9
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp. No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 6.12.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
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9
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp.
No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 5.29.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
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n
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11
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9
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CFOE OFILA
9-30-25
TATS ACINAHCEMExp.
No.
ARHAHS
EFORPDERETSI
E
G
R
AINR
REENIGNEL
M24912 NAZRAFM
ER
E
NIGNELANOISS
DATE: 5.29.2025
SCALE: SEE PLANS
ISSUE DATE
REVISION DATE
SF
E
n
g
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n
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11
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ISSUE DATE
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SCALE: 1/16"=1'-0"
PHASE 1 SITE PLAN
AS SHOWN
P-3.01
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FIRST FLOOR PLAN
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P-3.03
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S�htA AN4
c n1
_ 1�L•N iJ Vi
sCH00,
(First, Ml, La
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Project
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
State Zip Code C`
�� �\�c \ `A
Name (First, Ml, Last)
Use of Building (check)
Residential ❑ Commercial Senior Housing ❑
Description of Project
Number of Square Feet of
Residential Space
CITY OF SANTA ANA
Planning and Building Agency
5144
Approved
FOR PFRMIT ISSUANCE
Telephone Master ID:
��--1- (_� Coati.- ,_4 � .
Tmct/Parcel Numbi
Telephone
Type of Project (check)
VONNNYU, r�
Sq.Ft x $
(Dev. Fee)
NeiZ9 Addition ❑ Alteration ❑
Total $
Number of Square Fee (� L
Commercial Space , �'11 O— Sq.Ft x $ I � Total ` t
(Dev. Fee)
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the fee.
Applicant Name (Pleisi Pri )
Signature
1,tl�t�
Date
This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Gov ment Code and Education Code.
Santa Xna Unified School District Authorized Representative Date
DISTMI J710N
White - CirylCounty
Conan• -Applicant
Pink - Facilities
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City Official Requesting Review: City Reference #: __________________________
City / County: _____________________________________ Date: __________________________________
Contact Name: _____________________________________ E-Mail: __________________________________
Title: _____________________________________ Phone #: _________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County:
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________
Date: _________________________________
Updated: 08/30/2021
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City Official Requesting Review: City Reference #: __________________________
City / County: _____________________________________ Date: __________________________________
Contact Name: _____________________________________ E-Mail: __________________________________
Title: _____________________________________ Phone #: _________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County:
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________
Date: _________________________________
Updated: 08/30/2021
2860 Walnut Avenue, Signal Hill CA 90755 * Tel: (562) 426 -7990 * Fax: (562) 426 -1842
REPORT OF GEOTECHNICAL INVESTIGATION
Proposed Community Hub Building at Santa Ana Zoo
1801 East Chestnut Avenue
City of Santa Ana, California
Prepared For:
LOC Architects
3203 East 4th Street
Los Angeles, California 90063
Project No. 7160.23 January 23, 2024
2860 Walnut Avenue, Signal Hill CA 90755 * Tel: (562) 426 -7990 * Fax: (562) 426 -1842
January 22, 2024
Project No. 7160.23
LOC Architects
3203 East 4th Street
Los Angeles, California 90063
Attention: Poonam Sharma
Subject: REPORT OF GEOTECHNICAL INVESTIGATION AND FIELD INFILTRATION TESTING
Proposed Community Hub Building at Santa Ana Zoo
1801 East Chestnut Avenue, Santa Ana, California
Ladies and Gentlemen:
Presented herewith is the Report of Geotechnical Investigation (the Soils Report) prepared by Associated
Soils Engineering, Inc. (ASE) for the proposed community hub building (the Building) in the Santa Ana Zoo,
located at 1801 East Chestnut Avenue in the City of Santa Ana, California. This work was conducted in
accordance with ASE's Proposal No. P23-041, dated March 17, 2024, which subsequently received your
authorization.
The subject geotechnical investigation was planned and performed based on the relevant project
information provided by your office, which included request for proposal, prepared by City of Santa Ana,
detailing the project scope of work. Also provided were plans entitled “Topographic Survey”, prepared by
kpff, dated September 29, 2023 and “Implementation Plan Summary” (3 sheets) prepared by CLR Design,
dated February 2018. The plans show the existing site layout and proposed future zoo developments,
respectively.
The purpose of this study was to evaluate the subsurface soils conditions at the Sites, followed by
assessment of site geologic/seismic hazards, performance of engineering analyses, and
formulation/assembly of recommendations for the geotechnical design and construction pertinent to the
Building. ASE's study has concluded that construction of the Building is geotechnically feasible provided that
the recommendations and criteria with respect to ground preparation and foundation construction
presented in the Soils Report are incorporated in the project plans and design and implemented during
construction. This Soils Report also presents 1) the findings of the geotechnical field investigation, 2) the
summary of potential geological/seismic hazard assessment, 3) the results of laboratory tests performed,
and 4) the measured results from on-site percolation testing and the calculated infiltration rates.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426-7990 * Fax: (562) 426-1842 -2 -
We at ASE appreciate the opportunity to provide our professional services on this important project and
look forward to assisting you during construction phase of the Building.
If you have any questions or require additional information, please contact the undersigned.
Respectfully submitted,
ASSOCIATED SOILS ENGINEERING, INC.
Torin Ng, EIT Lawrence J.D. Chang, P.E, G.E.
Project Engineer Geotechnical Engineer, RGE 2881
Edward C. (Ted) Riddell, P.G.
Engineering Geologist, CEG 1775
TN/LC/ECR:tn
Distribution: (3) hard copies + (1) PDF copy- Addressee
i
TABLE OF CONTENTS
Section Page
1.0 INTRODUCTION .......................................................................................................................... 1
1.1 Project Outline ..................................................................................................................... 1
1.1.1 Building/Development Scope ............................................................................................ 1
1.1.2 Structural Loading for Geotechnical Analyses ................................................................. 1
1.2 Scope of Exploration ............................................................................................................. 1
2.0 SITE AND SUBSURFACE CONDITIONS .............................................................................................. 3
2.1 Location and Surface Conditions ........................................................................................... 3
2.2 Subsurface Conditions .......................................................................................................... 3
2.2.1 Artificial Fill (af) .................................................................................................................. 3
2.2.2 Younger Fan Deposits (Qyfa) ............................................................................................. 3
2.3 Groundwater and Caving ...................................................................................................... 4
2.4 Utilities ................................................................................................................................ 5
3.0 FAULTING AND SEISMICITY ............................................................................................................ 5
3.1 Deterministic Analysis .......................................................................................................... 5
3.2 Probabilistic Analysis ............................................................................................................ 6
3.3 2022 CBC Seismic Design Parameters .................................................................................... 6
4.0 GEOLOGIC HAZARDS ...................................................................................................................... 8
4.1 Surface Fault Rupture and Ground Shaking ........................................................................... 8
4.2 Seismic Hazards .................................................................................................................... 8
4.2.1 Liquefaction ........................................................................................................................ 8
4.2.2 Seismic Settlements ........................................................................................................... 9
4.2.3 Earthquake-Induced Landslides ........................................................................................ 9
4.2.4 Lateral Spreading ............................................................................................................... 9
4.2.5 Tsunamis and Seiches ...................................................................................................... 10
4.2.6 Flood Hazards ................................................................................................................... 10
5.0 GEOTECHNICAL CONSIDERATIONS AND RECOMMENDATIONS ................................................. 10
5.1 Site Preparation .................................................................................................................. 11
5.1.1 Existing Improvements. ................................................................................................... 11
5.1.2 Surface Vegetation ........................................................................................................... 11
5.1.3 Underground Utilities ...................................................................................................... 11
5.2 Site Grading ........................................................................................................................ 12
5.2.1 Undocumented Fill/Disturbed Native Soils ..................................................................... 12
5.2.2 Expansive Soils ................................................................................................................. 12
ii
TABLE OF CONTENTS- continued
Section Page
5.2.3 Remedial Grading ............................................................................................................ 13
a) Proposed Building and Ancillary Improvements ................................................. 13
b) Exterior Slab-on-Grade/Concrete Flatwork /Hardscape/Pavement Support ........ 13
5.2.4 Temporary Excavation ................................................................................................ 14
a) Temporary Sloping. .............................................................................................. 14
b) Temporary Shoring .............................................................................................. 15
c) Slot Cutting Adjacent to Existing Structure Foundations .................................... 15
5.2.5 Suitable Soils and Imported Soils .................................................................................... 16
5.2.6 Backfilling and Compaction Requirements ..................................................................... 16
5.2.7 Tests and Observations .............................................................................................. 17
5.3 Foundation Design ............................................................................................................. 17
5.3.1 Conventional Footing Foundation ............................................................................ 17
a) Minimum Footing Dimension and Reinforcement. ............................................. 17
b) Allowable Soils Bearing Capacity ......................................................................... 18
c) Lateral Resistance ................................................................................................ 18
d) Settlements. ......................................................................................................... 19
5.3.2 Retaining Walls .......................................................................................................... 19
5.3.3 Footing/Foundation Observation .............................................................................. 21
5.4 Slabs-On-Grade .................................................................................................................. 21
5.5 Asphaltic Concrete (AC) Flexural Pavement Design ........................................................... 22
5.6 Portland Cement Concrete (PCC) Pavements ..................................................................... 23
5.7 Site Drainage ...................................................................................................................... 24
5.8 Soil Corrosivity Evaluation .................................................................................................. 24
5.8.1 Concrete Corrosion .......................................................................................................... 25
5.8.2 Metal Corrosion ............................................................................................................... 25
5.9 Utility Trenches .................................................................................................................. 26
5.10 Plan Review, Observations and Testing........................................................................... 26
6.0 FIELD PERCOLATION TEST DATA ............................................................................................. 27
7.0 CLOSURE ................................................................................................................................. 28
APPENDIX A ........................................................................................................................................ 30
Site Exploration .................................................................................................................................. 30
Plate A Boring and Percolation Test Location Plan
Plates B-1 and B-2 Field Logs of Borings
Plates B-P1 and B-P2 Field Logs of Percolation Borings
iii
TABLE OF CONTENTS- continued
Section Page
Laboratory Tests................................................................................................................................. 31
Moisture Content and Density Tests .......................................................................................................... 31
Consolidation and Direct Shear Tests ......................................................................................................... 31
Soil Corrosivity ............................................................................................................................................. 31
Maximum Dry Density/Optimum Moisture Content Test ......................................................................... 31
Expansion Test ............................................................................................................................................. 32
Plates C-1 through C-3 Uni-axial Consolidation Test Results
Plates D-1 through D-3 Direct Shear Test Results
Plates H-1 and H-2 Percolation Test Data Sheet
APPENDIX B – SITE FAULTING/SEISMICITY DATA
Plates I-1 and I-2 EQFAULT – Deterministic Estimation of Peak Acceleration from
Digitized Faults within 100 km-radius from the Site
APPENDIX C - LIST OF REFERENCES
Site Location Map – Figure 1
Local Geologic Map – Figure 2
Local Seismic Hazard Map – Figure 3
National Flood Hazard Layer FIRMette – Figure 4
Nearby Building Surcharge Consideration and Retaining Wall Drainage Details – Figure 5
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 1
1.0 INTRODUCTION
This Soils Report presents the results of ASE's geotechnical investigation for the proposed community hub
building (the Building), located within the Santa Ana Zoo, at 1801 East Chestnut Avenue, in the City of Santa
Ana, California (the Site). The approximate location of the Site is shown on Figure 1, Site Location Map. The
purpose of this investigation was to evaluate the general subsurface soil conditions at the Site and provide
geotechnical recommendations for the design and construction of the Building. This Soils Report presents
the summary of the data collected, and the results of ASE's engineering evaluations/analyses, which
provide the basis for the formulation of relevant geotechnical conclusions and recommendations.
1.1 Project Outline
ASE understands that the following information is applicable at the time of this Soils Report preparation.
1.1.1 Building/Development Scope:
Based on the provided information, ASE understands that the Building will be located along the
east perimeter of the zoo, west of the overflow parking lot and north of lawn and proposed entry
village. The Building will be approximately 6000 square feet in planar dimension for education,
containing flex classrooms and a new holding building for ambassador animals. The other
appurtenant improvements are likely to include signage, landscape, pavement, utilities and
hardscape.
1.1.2 Structural Loading for Geotechnical Analyses:
In the absence of structural loading information and for the purpose of foundation analysis, ASE has
assumed that the Building will have a maximum concentrated column load (D+L) on the order of 40
kips when supported by isolated pad footings or have a maximum line load (D+L) not exceeding
3,000 pounds per linear foot (plf) when supported on continuous spread footings.
For any new secondary structural improvements (i.e. site walls, trash enclosures, signs, etc.), ASE
has assumed a maximum concentrated column load (D+L) on the order of 10 kips when supported
by isolated pad footings or a maximum line load (D+L) not exceeding 1,500 pounds per linear foot
(plf) when supported on continuous spread footings.
Tolerable total and differential static settlements resulted from the above structural loadings on
the order of one-half (1/2) inch and one-quarter (1/4) inch over a 30-foot distance, respectively,
have been considered by ASE.
1.2 Scope of Investigation
In accomplishing the subject investigation, ASE's staff had performed the following geotechnical tasks:
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ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 2
A. Review of readily available background information, including in-house geotechnical data,
geotechnical literature, geologic maps, seismic hazard maps, and literature relevant to the Site.
B. A geotechnical site reconnaissance to observe the general Site conditions and to select/mark boring
locations, followed by 72-hour notification to Underground Service Alert prior to field investigation.
C. Field exploration consisting of drilling two (2) exploratory borings to depths of 25 feet 11 inches and
26 feet below respective existing grades. ASE staff logged and sampled representative soils
encountered in each exploratory boring. Locations of the exploratory borings on site are shown on
the Boring and Percolation Test Location Plan, Plate A, in Appendix A.
D. Field percolation testing at two (2) percolation test borings location (i.e. Percolation Borings B-P1 and
B-P2, with approximate locations shown on the Boring and Percolation Test Location Plan, Plate A, in
Appendix A) to measure infiltration rates of site soils as part of the requirements for the planning and
design of on-site stormwater Low Impact Development (LID) facilities.
E. Laboratory testing on retrieved representative soil samples for classification and for determination of
pertinent engineering properties.
F. Engineering analyses of data obtained from literature review, the site investigation and laboratory
testing covering the following aspects:
• Evaluation of general subsurface conditions and description of types, distribution, and
engineering characteristics of subsurface materials.
• Assessment and quantification of geologic/seismic hazards based on the pertinent criteria
required by the California Geological Survey (CGS).
• Determination of the seismic design parameters in accordance with Chapters 16 and 18 of
the California Building Code, 2022 Edition (2022 CBC; Reference 5).
• Evaluation of the suitability of on-site soils for foundation support, followed by establishment of
qualification criteria for on-site or imported fill material, and recommendations for site remedial
grading and subgrade preparation for the Building.
• Recommendations of suitable foundation systems including conventional shallow footing
foundations, covering minimum dimensions, allowable bearing capacity, estimated settlement,
and lateral resistance.
• Recommendations for subgrade preparation and design parameters for slab-on-grade and
flatwork support.
• Recommendations for temporary excavation, shoring and trenching.
• Evaluation of the corrosion and expansion potential of the on-site materials.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 3
• Computation of design infiltration rates of site soils required for on-site stormwater low impact
development (LID) system planning and design.
G. Preparation of this Soils Report presenting the works performed, the data acquired, and our
conclusions and geotechnical recommendations for the design and construction of the Building. Also
presented are the recommended design infiltration rates for on-site stormwater LID system planning
and design.
Please note that ASE's geotechnical investigation did not include any evaluation or assessment of hazardous
or toxic materials which may or may not exist on or beneath the site. ASE does not consult in the field of
potential site contamination/mitigation.
2.0 SITE AND SUBSURFACE CONDITIONS
2.1 Location and Surface Conditions
The Building are to be located within the Santa Ana Zoo at 1801 East Chestnut Avenue in the City of Santa
Ana.
The Site is bound north and northeast by East 1st Street and the Santa Ana Freeway, respectively. Zoo Lane
and East Main Street bound the Site to the west and south, respectively.
The Building will be located easterly within the existing Santa Ana Zoo facility. The area of the Building is
presently occupied by open unpaved entry walkway and turf lawn, and is generally uniform and level.
Existing zoo buildings throughout the Site are generally one to two-story in height. Animal enclosures, small
bushes and trees are present throughout the Site. Asphaltic concrete (AC) paved parking lots and access
roads are present to the south and east of the Site.
2.2 Subsurface Conditions
2.2.1 Artificial Fill (af):
Artificial fill was not observed in any of ASE’s exploratory borings and percolation test borings but
may be present at other areas of the site, or could be encountered during site grading, subject to
the observation and confirmation of the Geotechnical Consultant.
2.2.2 Younger Fan Deposits (Qyfa):
Native site soils consisting of Holocene-age younger fan deposits were encountered from surface to
the maximum explored depth of 26 feet in ASE’s exploratory boring B-1. Per Reference 4, the
younger fan deposits are characterized as unconsolidated sand, sandy silt, and silt of the Santa Ana
River, Santiago Creek and Peters Creek. In specific, the on-site fan deposits materials consist of
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 4
sandy silts, silty sands, and gravel. Figure 2, Local Geologic Map, excerpted from Reference 2, shows
geologic material distribution in the vicinity of the Site.
Blow counts recorded from advancing Modified California barrel sampler empirically indicate that
the granular, sandy strata of site native alluvial soils were in a medium dense to very dense
condition, whereas the fine-grained, cohesive strata encountered (i.e. sandy silts) were generally in
a firm to stiff condition. Site subsurface soils were, in general, in a dry to moist condition within the
explored depths at the time of ASE’s site investigation.
More detailed descriptions of soils encountered and conditions observed during the subsurface exploration
are shown in the Field Logs of Boring ("B" Plates) and Field Logs of Percolation Boring (“B-P” Plates) in
Appendix A, together with information of soil classifications, depths and types of soil samples, blow counts,
field dry densities and moisture contents, and corresponding laboratory tests performed.
2.3 Groundwater and Caving
During field exploration, groundwater was not encountered in ASE’s exploratory borings to the maximum
explored depth of 26 feet in Boring B-1. Published groundwater data in Reference 4 indicates that the
historic high groundwater levels in the vicinity of the Sites are approximately 40 feet deep. A search on
Google Earth indicates that the Site is approximately 129 to 132 feet above Mean Sea Level (MSL).
Information available from the State of California Water Resources Control Board Geotracker website
(http://geotracker.waterboards.ca.gov) indicates that the groundwater elevation in groundwater
monitoring well B-22, (UNOCAL #4991: 1601 East 1st Street – located approximately 1/4 mile northwest of
the Site), was 63.4 below grade on May 29, 2007, which was the most recent reading in this well. The
ground surface elevation at this well location (taken from Google Earth images) is approximately 131 feet
above MSL, which is approximately the same as the Site grades.
Additional information available from the same Geotracker website indicates that the groundwater
elevation in groundwater monitoring well MW-7, (Thrift Oil $377/ ARCO #7741: 324 South Grand Avenue –
located approximately 1/2 mile west of the Site), was 64.57 below grade on June 22, 2005, which was the
most recent groundwater reading in the well. The ground surface elevation at this well location (taken from
Google Earth images) is approximately 122 feet above MSL, which is approximately 7 to 10 feet lower Site
grades.
Generally, seasonal and long-term fluctuations in the groundwater may occur as a result of variations in
subsurface conditions, rainfall, run-off conditions and other factors. Therefore, variations in groundwater
levels from the short-term observations made in ASE’s exploratory borings cannot be ruled out. Please
notes that ASE’s exploratory borings were not meant for groundwater monitoring.
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ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 5
The use of hollow-stem augers during drilling precluded observation of potential caving conditions which
may have otherwise occurred in an uncased hole. Caving and/or sloughing were not measured during the
extraction of auger stem at the completion of boring operations. However, caving and/or soil sloughing
may be likely in excavations greater in dimension than our exploratory borings.
2.4 Utilities
No overhead or underground utilities were encountered or disturbed during the course of ASE's on-site
exploration. However, underground utilities servicing the existing buildings may be present on site, and
should be located and incorporated into site development plans accordingly.
3.0 FAULTING AND SEISMICITY
Santa Ana, like the rest of southern California, is located within a seismically active region as a result of
being located near the active margin between the North American and Pacific tectonic plates. The principal
source of seismic activity is movement along the northwest-trending regional faults such as the San
Andreas, San Jacinto, Newport-Inglewood and Whittier-Elsinore fault zones.
By the definition of CGS, an active fault is one which has had surface displacement within the Holocene
Epoch (roughly the last 11,000 years). The CGS has defined a potentially active fault as any fault which has
been active during the Quaternary Period (approximately the last 1,600,000 years). These definitions are
used in delineating Earthquake Fault Zones as mandated by the Alquist-Priolo Geologic Hazard Zones Act of
1972 and as subsequently revised in 1997 as the Alquist-Priolo Earthquake Fault Zoning Act and Earthquake
Fault Zones. The intent of the act is to require fault investigations on sites located within Special Studies
Zones to preclude new construction of certain inhabited structures across the trace of active faults. The
subject Site is not located within the Alquist-Priolo Earthquake Fault Zone. Additionally, the site is not
located within a seismic hazard zone per CGS's mapping.
Several sources were researched for information pertaining to site seismicity. The majority of data was
obtained from the program, EQFAULT, by Blake (2000) that allows for an estimation of peak horizontal
ground acceleration (PGA) using a data file of approximately 150 digitized California faults. This program
compiles information including the dominant type of faulting within a particular region, the maximum
earthquake magnitude each fault is capable of generating, and the approximate location of the fault trace.
Printouts of the Site fault search results are shown on Plates I-1 and I-2 in Appendix B.
3.1 Deterministic Analysis
The Site is likely to be subject to strong seismic ground shaking during the life of the project. Based on the
referenced literature and deterministic analysis performed with the EQFAULT software, the San Joaquin
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 6
Hills Fault, approximately 3.9 miles (6.3 km) from the Site, would probably generate the most severe
ground motions. A Maximum Probable Earthquake (MPE), i.e. the maximum earthquake that is considered
likely to occur during a 100-year time interval, of 6.6 Mw (moment magnitude as per USGS) has been
assessed along the San Joaquin Hills Fault. As shown on Plate I-2 in Appendix B, estimated PGA resulting
from a MPE event on the San Joaquin Hills Fault is on the order of 0.457g should this event occur at the
fault’s closest approach to the Site. Other nearby active faults include the Newport-Inglewood (L.A.Basin)
Fault and the Newport-Inglewood (Offshore) Fault, located approximately 9.6 miles (15.5 km) and 11.3
miles (18.2 km) away, respectively. In sum, 40 active or potentially active faults have been identified within
62 miles (100 km) of the Site.
3.2 Probabilistic Analysis
The seismicity of the Site was evaluated utilizing probabilistic analysis available from USGS Unified Hazard
Tool (https://earthquake.usgs.gov/hazards/interactive/). The Maximum Probable Earthquake (MPE) and
the Maximum Considered Earthquake (MCE) that carry 10 percent and 2 percent exceedance probabilities,
respectively, in 50 years have been considered. Based on a typical damping ratio of 5% and a Vs30 value of
259 m/sec, corresponding with “Site Class D”, nearest to the derived Vs30 value of 294 m/sec from the “Set
Site Parameters for Web Services”’’ function as part of the “Hazard Spectrum Calculator (Local)” application
available from the “OPENSHA” website, three spectral acceleration values representing peak ground
acceleration (PGA), spectral acceleration for structural period of 0.2 second (Sa – 0.2 sec; typical of low-rise
buildings) and spectral acceleration for structural period of 1.0 second (Sa – 1.0 sec; typical of multi-story
buildings) have been analyzed and are tabulated below.
Seismic Acceleration Values from USGS’s Unified Hazard Tool 3
Latitude Longitude Vs30
(m/sec) Scenario Acceleration (g)
PGA Sa – 0.2 sec Sa – 1.0 sec
N 33.7429 W 117.8417 259 MPE 1 0.3837 0.9436 0.5290
MCE 2 0.6370 1.5084 0.9860
1. MPE scenario carries a 10% exceedance probability in 50 years.
2. MCE scenario carries a 2% exceedance probability in 50 years.
3. Edition: Conterminous U.S. 2014 (update) (4.2.0)
3.3 2022 CBC Seismic Design Parameters
The earthquake design requirements listed in 2022 CBC and other governing standards account for faults
classified as "active", in accordance with the most recent fault listing as per the United States Geological
Survey (USGS) or the CGS. The seismic design of the proposed structures should be implemented in
accordance with the applicable provisions stipulated in 2022 CBC unless otherwise specified by the
governing authority having jurisdiction over the project.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 7
The 2022 CBC seismic design criteria for the Site based on a Site Class of “D”, determined based on the
inferred Vs30 value of 294 m/sec shown in Section 3.2 above and the criteria of Table 20.3-1 of ASCE 7-16
(Reference 13), a Risk Category II and a scenario of Risk-Targeted Maximum Considered Earthquake (MCER)
that carries a 2% exceedance probability in 50 years had been determined utilizing the OSHPD Seismic
Design Maps web-application (http://seismicmaps.org) and the criteria stipulated in Chapters 11 and 12 of
Reference 5, including Supplements 1 and 3. Summaries of the seismic coefficients for the Site are
tabulated below.
2022 CBC SEISMIC DESIGN PARAMETERS
Site Latitude: N 33.7429 Site Longitude: W 117.8417 Risk Category a II
Seismic Parameter Recommended Value
Site Class b D
Soil Profile Name b Stiff Soil Profile
Site Coefficient, Fa c 1.0
Site Coefficient, Fv d 1.842
0.2-Second Spectral Response Acceleration, SS e 1.284g
1.0-Second Spectral Response Acceleration, S1 f 0.458g
Adjusted 0.2-Second Spectral Response Acceleration, SMS g 1.284g
Adjusted 1.0-Second Spectral Response Acceleration, SM1 h 0.844g
Design 0.2-Second Spectral Response Acceleration, SDS i 0.856g
Design 1.0-Second Spectral Response Acceleration, SD1 j 0.562g
Long -Period Transition Period, TL k 8 sec
Mapped MCEG Geometric Mean Peak Ground Acceleration, PGA l 0.538g
Site Coefficient, FPGA m 1.1
MCEG Peak Ground Acceleration adjusted for Site Class Effect, PGAM n 0.592g
Risk Category I or II or III IV
Seismic Design Category based on S1 o N/A N/A
Seismic Design Category based on SDS p D D
Seismic Design Category based on SD1 q D D
a Per 2022 CBC Table 1604.5 h Per 2022 CBC Equation 16-21
b Per 2022 CBC Section 1613.2.2 i Per 2022 CBC Equation 16-22
c Per 2022 CBC Table 1613.2.3(1). Note: If simplified design procedure of j Per 2022 CBC Equation 16-23
Section 12.14 of ASCE 7-16 is adopted, the Fa value should be determined k Per ASCE 7-16 Figure 22-14
per Section 12.14.8.1 of ASCE 7-16 with no need for Fv, SMS, SM1 values. l Per ASCE 7-16 Figure 22-9
d Per 2022 CBC Table 1613.2.3(2), provided Cs values are determined by m Per ASCE 7-16 Table 11.8-1
Equations 12.8-2, 12.8-3 and 12.8-4 of ASCE 7-16. n Per ASCE 7-16 Equation 11.8-1 = PGA x FPGA
e Per 2022 CBC Figure 1613.2.1(1) o Per 2022 CBC Section 1613.2.5
f Per 2022 CBC Figure 1613.2.1(2) p Per 2022 CBC Table 1613.2.5(1)
g Per 2022 CBC Equation 16-20 q Per 2022 CBC Table 1613.2.5(2)
Please note, seismic design parameters for Site Classes “D”, “E”, and “F” should be obtained from site-
specific seismic hazard analysis unless exceptions stipulated in Section 11.4.8 of ASCE 7-16 are invoked. The
values listed in the table above reflect invocation of such exceptions (see Footnotes c and d beneath the
said table). Please note that, as S1 value is greater than 0.2, should exception per Item 1 in Section 11.4.8 of
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 8
ASCE 7-16, Supplement 3 be applied, a 50% increase on the SM1 value derived from Equation 11.4-2 of ASCE
7-16 (or Equation 16-21 of 2022 CBC) is required. The increased SM1 value should then serve as the basis for
the derivation of SD1 value for structural design. Please note that the SM1 and SD1 values listed in the table on
the preceding page do not reflect such 50% increase. If the structural design of the Building cannot be
supported by the invoked exceptions, the Geotechnical Consultant should be contacted for performing
additional, site-specific seismic hazard analysis such that values of site-specific design parameters could be
established.
Please also note that conformance to the 2022 CBC seismic design criteria does not constitute any kind of
guarantee or assurance that significant structural damage or ground failure will not take place during the
occurrence of a MCER event. The primary goal of seismic design is to protect life and not to avoid all
damage, since such design may be economically prohibitive. Following a major earthquake, a building may
be damaged beyond repair, yet not collapse. The Structural Consultant should review the pertinent
parameters to evaluate the seismic design.
4.0 GEOLOGIC HAZARDS
4.1 Surface Fault Rupture and Ground Shaking
The Site is not located within an Alquist-Priolo Earthquake Fault Zone. No known active or potentially active
faults are shown crossing the Site on published maps reviewed. No evidence for active faulting was
encountered in the exploratory excavations performed during this evaluation. The risk of surface rupture at
the Site is considered very low. However, being in close proximity to several known active and potentially
active faults, severe ground shaking should be expected during the life of the proposed development.
4.2 Seismic Hazards
4.2.1 Liquefaction:
As evidenced in Figure 3, Local Seismic Map, the Site is not within an area identified by CGS as
having a potential for soil liquefaction when subject to an MPE event.
The term "liquefaction" describes a phenomenon in which a saturated cohesionless soil loses
strength and acquires a degree of mobility as a result of strong ground shaking during an
earthquake. The factors known to influence liquefaction potential include soil type and depth, grain
size, relative density, groundwater level, degree of saturation, and both the intensity and duration
of ground shaking. The soils to the maximum explored depth of 26 feet primarily consist of dense
to very dense granular, sandy soils.
During ASE’s field exploration, groundwater was not encountered to the maximum explored depth
of 26 feet. Per Reference 4, historic high groundwater contour in the vicinity of the Site is
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 9
approximately 40 feet below grade. Additionally, the groundwater levels in groundwater
monitoring wells closest to the Site were in excess of 60 feet below well grades, as per reviewed
from the State Geotracker well records.
Considering that: 1) site subsurface soils have been classified as Holocene-age younger fan deposits
consisting of dense to very dense granular, sandy soils within the maximum explored depth of 26
feet and likely beyond; 2) a PGAM of 0.592g from 2022 CBC seismic design criteria; 3) the historic
high groundwater level is 40 feet deep per CGS and likely exceeding 60 feet deep per nearby
groundwater monitoring well data; and 4) an earthquake magnitude of 6.6 Mw derived per
EQFAULT software, the potential for the occurrence of seismically-induced liquefaction at the Site
has been assessed to be nil, per the criteria stipulated in SP 117A (Reference 2).
4.2.2 Seismic Settlements:
Ground accelerations emitted from a seismic event can cause densification of loose soils both
above and below the groundwater table that may result in settlements on ground surface due to
volumetric compression of soil mass. This phenomenon is often referred to as seismic settlement
and commonly takes place in relatively clean sands, as well as soils with low plasticity and less fines.
Although the earth materials on site include medium dense to very dense granular, sandy soils
within the maximum depth explored, and are considered non-liquefiable as per stated in Section
4.2.1 above, they may still undergo minor seismically- induced volumetric densification above
groundwater level upon a MCE event.
The settlement of site granular, sandy materials in their present state as a result of seismically-
induced densification (i.e. “dry” seismic settlement) is estimated to be less than one-half (1/2) inch.
Such magnitude of seismically-induced dry soil settlement is expected to affect relatively large area.
Thus, the corresponding differential settlement over short distances is likely to be negligible.
4.2.3 Earthquake-Induced Landslides:
As evidenced in Figure 3, the Site is not located within an area identified as having a potential for
earthquake-induced landslides. There is lack of significant relief on or adjacent to the Site. During
ASE’s field investigation, there was no indication that recent landslides or unstable slope conditions
exist on or adjacent to the Site that would otherwise result in a landslide hazard to the Building or
adjacent properties. The potential for earthquake-induced landslides at the Site is considered nil.
4.2.4 Lateral Spreading:
Lateral spreading, a phenomenon associated with seismically-induced soil liquefaction, is a display of
lateral displacement of soils due to inertial motion and lack of lateral support during or post
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ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 10
liquefaction. It is typically exemplified by the formation of vertical cracks on the surface of liquefied
soils, and usually takes place on gently sloping ground or level ground with nearby free surface such as
drainage or stream channel. Since there is no liquefaction potential at the Site, as per discussed in
Section 4.2.1 above, the potential for the occurrence of lateral spreading is also nil at the Site.
4.2.5 Tsunamis and Seiches:
Due to the elevation of the Site and absence of nearby waterfront, hazard from a tsunami is
considered very low.
Seiches are rhythmic movements of water within a lake or other enclosed or semi-enclosed body of
water, generally caused by earthquakes. Since no lakes or other bodies of water lie on or near the
Site, the hazard from seiches is not present at the Site.
4.2.6 Flood Hazards:
The Site was located on the ESRII/FEMA Hazard Awareness site, as shown on Figure 4, National
Flood Hazard Layer FIRMette. The Site is not located within the limits of the 100-year flood plain
per FEMA Flood Insurance Rate Map (Map No. 06059C0277J, map revised December 3, 2009), and
is located outside an area of 0.2-percent-annual-chance flood.
5.0 GEOTECHNICAL CONSIDERATIONS AND RECOMMENDATIONS
Based on the results of field exploration, laboratory testing, and engineering analysis, it is ASE's
geotechnical opinion that the major geotechnical factors affecting the design and construction of the
Building include the following:
1. Soil disturbances as a result of site demolition, clearing and excavation operations.
2. Presence of loose, low density soils within the zone of foundation bearing strata.
3. Excavation and construction of new footings/foundations located adjacent to or near existing building
foundation that might undermine stability. Therefore, it is of essential importance that the
embedment depth of any new footing planned next to the existing footing be the same as the
embedment depth of the existing footing. This will ensure that: a) no soils beneath the existing
footing would be undermined resulting in the bearing support to the existing footing being
compromised, and b) no undesirable surcharge would be imposed on the existing footing from and
adjoining new footing.
In consideration of the above factors, it is ASE’s opinion that overexcavation and backfilling with properly
compacted fill in the areas of the Building, as recommended herein, will be essential to reduce unfavorable
static settlements of underlying soils, and to provide satisfactory bearing stratum for the Building. The
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ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 11
grading recommendations provided herein should be reviewed when final project concept and grading
plans are available. It is assumed that the proposed finish grades will be close to the existing site grades
(+one foot).
5.1 Site Preparation
5.1.1 Existing Improvements:
Prior to grading operations, it will be necessary to remove any existing improvements, including any
remaining buried obstructions, which may be in the areas of the Building. Structure removal should
include foundations. Concrete flatwork and asphalt pavements should also be removed from the
areas of proposed construction. Concrete and asphalt fragments from site demolition operations
should be disposed of off-site, unless they can be stockpiled and processed to meet the
specifications for Crushed Miscellaneous Base ("CMB"), Processed Miscellaneous Base ("PMB") or
Pulverized Miscellaneous Base ("PMB") as outlined in Sections 200-2.4, 200-2.5 or 200-2.8,
respectively, of the latest edition of the "Standard Specifications for Public Works Construction"
(the Greenbook) and reused as approved fill or base material.
5.1.2 Surface Vegetation:
Surface vegetation should be stripped from areas of proposed construction. Stripping should
penetrate six (6) inches into surface soils. Any soil contaminated with organic matter (such as root
systems or strippings mixed into the soil) should be disposed of off-site or set aside for future use in
non-structural landscaped areas. Removal of trees and shrubs should include rootballs and
attendant root systems.
5.1.3 Underground Utilities:
Any underground utilities to be abandoned within the zone of proposed construction should be cut
off a minimum of five (5) feet from the area of the Building. The ends of cut-off lines should be
plugged a minimum of five (5) feet with concrete exhibiting minimum shrinkage characteristics to
prevent water migration to or from hollow lines. Capping of lines may also be required should the
plug be subject to any line pressure. Alternatively, deep hollow lines may be left in place provided
they are filled with concrete or 2-sack control density fill (slurry fill). No filled line should be
permitted closer than two (2) feet from the bottom of future footings unless it has been evaluated
and approved by the Geotechnical Consultant.
Please note that local ordinances relative to abandonment of underground utilities, if more
restrictive, should be complied with.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 12
5.2 Site Grading
In minimizing the potential adverse effects associated with the development of excessive total or
differential settlement underneath the Building, as well as to ensure uniform bearing competency for the
foundations and slabs, preparation of on-site soils is recommended in the following sections.
5.2.1 Undocumented Fill/Disturbed Native Soils:
Although not encountered in ASE’s exploratory borings, any undocumented fill soil, if encountered
during site grading in the areas of the Building, as well as any native soils disturbed during
demolition and clearing operations, should be excavated full depth under the observation and
confirmation by the Geotechnical Consultant. Lateral extent of overexcavation beyond the Building
perimeters, where possible, should be to a minimum distance equal to the depth of undocumented
fill/disturbed soil encountered or four (4) feet, whichever is greater.
For other secondary improvements such as free-standing walls or hardscape, the lateral extent of
removal should be to a minimum distance equal to the depth of undocumented fill/disturbed soils
encountered or eighteen (18) inches, whichever is greater.
The exposed excavation bottom should be scarified/reworked to a minimum one (1) foot depth and
recompacted to at least 90 percent relative compaction with a minimum moisture content of two
(2) percentage points above optimum moisture content, prior to backfilling with approved soils as
specified in Section 5.2.6.
5.2.2 Expansive Soils:
Laboratory testing result on a near surface site soil sample indicates "Low” soil expansion potential
(i.e. Expansion Index, EI = 31 per ASTM D4829-21 Test Method) as defined in Table 1 of ASTM
D4829-21 Test Method and Section 1803.5.3 of 2022 CBC. Lightly loaded structural elements such
as shallow foundations and slabs could undergo noticeable movements, at time unevenly, in areas
underlain by soils with “Low” expansion potential. It should be noted that design provisions such as
increased reinforcements, deeper foundations or other measures discussed in this Soils Report may
help to alleviate the undesirable effects of “Low” soils expansion on the slabs and structures but
may not completely eliminate the problem.
It is recommended that the soil expansion potential be re-evaluated through additional testing
during or after rough grading operations to verify the design adequacy of footing foundation and
lab-on-grade against the re-tested soil expansion potential as heterogeneity within soil mass is not
uncommon.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 13
5.2.3 Remedial Grading:
a) Proposed Building and Ancillary Improvements:
To provide competent bearing support for the proposed restroom building and to reduce
potential static settlements, it is recommended that on-site soils within the footprint of the
restroom building be overexcavated and removed uniformly to a minimum depth of four (4)
feet below existing grade or finish grade, whichever is lower, and replaced with properly
compacted fill such that the building foundation is supported on a re-engineered, compacted
fill layer. The excavation bottom should be near uniform. The overexcavation should extend
laterally to a minimum distance of four (4) feet beyond the restroom perimeters, wherever
possible. The fill should be compacted to at least 90 percent relative compaction with minimum
moisture content of two (2) percentage points above optimum moisture content. On-site
subgrade soils at their present state generally exhibit an EI within the preferred value and, thus,
are deemed suitable for re-use as fill.
For foundations supporting ancillary improvements, it is recommended that on-site soils within
the footprints of the ancillary improvements be overexcavated and removed uniformly to a
minimum depth of three (3) feet below existing grade or finish grade, whichever is lower, and
replaced with properly compacted fill such that the foundations for ancillary improvements are
supported on a re-engineered, compacted fill layer. The excavation bottoms should be near
uniform. The overexcavation should extend laterally to a minimum distance of three (3) feet
beyond structure perimeters, where possible.
Soils exposed at excavation bottoms to a depth of one (1) foot should be scarified, reworked
and recompacted to exhibit a minimum 90 percent relative compaction with a minimum
moisture content of two (2) percentage points above optimum moisture content, prior to
receiving fill placement. The exposed excavation bottom should be observed, tested, and
approved by the Geotechnical Consultant prior to placing compacted fill.
b) Exterior Slab-on-Grade/Concrete Flatwork/Hardscape/Pavement Support:
For the purpose of reducing future unsightly and uneven movements and cracks of any exterior
slab-on-grade, concrete flatwork, hardscape, or pavement, it is recommended that subgrade
soils to a minimum depth of eighteen (18) inches below the bottom of and eighteen (18) inches
laterally beyond the footprint of exterior concrete slab-on-grade/concrete flatwork/hardscape/
pavement should be overexcavated then backfilled and recompacted with suitable fill soils
consisting of “Very Low” to “Low” expansive site or import material (EI ≤ 35), compacted to at
least 90 percent relative compaction with a minimum moisture content of two (2) percentage
points above optimum moisture content. Prior to placement of compacted fill, the upper six (6)
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 14
inches of exposed native subgrade should be reworked to at least 90 percent relative
compaction with a minimum moisture of two (2) percentage points above optimum moisture
content.
Please note that if undocumented fill is encountered in any area to receive remedial grading
discussed in Sections 5.2.3.a) or b) above, recommendations stipulated in Section 5.2.1 above,
if more stringent, should be complied with. If all undocumented fill is not removed full depth in
areas of exterior slab-on-grade, concrete flatwork, hardscape or pavement, the Owner should
be made aware that more frequent maintenance and/or repair will likely be required. Please
also note that, from geotechnical viewpoint, new landscape area with only softscape is not
subject to subgrade preparation and remedial grading requirements mentioned in Sections
5.2.1 and 5.2.3.
In case of the presence of localized loose soils, the overexcavations need to be deepened
accordingly to delete the loose soil condition. However, this deepened overexcavation may be
terminated when the exposed native, undisturbed soils exhibit a natural relative compaction
greater than 85 percent, subject to testing and inspection by the representative from the
Geotechnical Consultant.
The Geotechnical Consultant’s field representative should be provided with appropriate
construction details and staking during grading to verify that depths and/or locations of the
recommended overexcavation are adequate. For areas on site that grading recommendations
stipulated in both Sections 5.2.1 and 5.2.3 apply, the more stringent grading criteria between the
two sections should govern.
The depth of overexcavation should be reviewed by the Geotechnical Consultant during the actual
construction. Any subsurface obstruction, buried structural elements, and unsuitable material
encountered during grading, should be immediately brought to the attention of the Geotechnical
Consultant for proper exposure, removal and processing, as recommended.
5.2.4 Temporary Excavation:
Excavations of site soils deeper than 4 feet should be temporarily shored or sloped in accordance
with Cal OSHA requirements.
a) Temporary Sloping:
In areas where excavations deeper than 4 feet are not adjacent to existing structures of public
right-of-ways, sloping procedures may be utilized for temporary excavations. It is
recommended that temporary slopes in both fill and native soils be graded no steeper than
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 15
1:1.5 (H:V) for excavations up to 10 feet in depth. The above temporary slope criteria are based
on level soils conditions behind temporary slopes with no surcharge loading (structures, traffic)
within a lateral distance behind the top of slope equivalent to the slope height.
It is recommended that excavated soils be placed a minimum lateral distance from top of slope
equal to the height of slope. A minimum setback distance equivalent to the slope height should
be maintained between the top of slope and heavy excavation/grading equipment. Soil
conditions should be reviewed by the Geotechnical Consultant as excavation progresses to
verify acceptability of temporary slopes. Final temporary cut slope design will be dependent
upon the soil conditions encountered, construction procedures and schedule.
b) Temporary Shoring:
Temporary shoring will be required for those excavations where temporary sloping as specified
above is not feasible.
Temporary cantilever shoring, if used, should be designed to resist an active earth pressure of
40 pounds per cubic foot (pcf) equivalent fluid pressure (EFP) for level soil conditions behind
shoring. The resultant lateral deflection of shoring and surficial settlement immediately behind
shoring are estimated to be on the order of one (1) to one and one half (1 ½) percent of the
shored excavation depth. Should this ground deformation be intolerable to the existing
structure, ASE should be consulted for more detailed analysis and further recommendations.
The design of shoring should also include an additional lateral pressure equivalent to one-third
(1/3) of the surcharge loading of existing structures and anticipated traffic, including delivery
and construction equipment, when loading is within a distance from the shoring equal to the
depth of excavation. In addition to the above, a minimum uniform lateral pressure of 100
pounds per square foot (psf) in the upper ten (10) feet of shoring should be incorporated in the
design when normal traffic is permitted within ten (10) feet of the shoring.
c) Slot Cutting Adjacent to Existing Structure Foundations:
Prior to any excavation, the footings of the existing structure should be researched as it could
compromise the stability of foundation when excavating site soils immediately next to or below
any existing footing foundation. "A-B-C" slot cutting grading procedures may be utilized to
accomplish the required overexcavation for areas adjacent to existing building foundation or
improvements that might otherwise be undermined by the grading operation on the subject
Site. As a general guideline, slot cutting would be necessary for overexcavation located within a
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 16
lateral distance from the existing structure or public right-of-ways equivalent to one (1) times
the excavation depth.
While the maximum width and sequence of slot-cuts should be evaluated in the field during
grading operations based on conditions exposed during initial site grading adjacent to the
existing structure, for preliminary planning purpose, the width per slot should not exceed six (6)
feet. Increase of length per cut slot is possible upon inspection and evaluation of actual
exposed slot cut condition by the Geotechnical Consultant during site grading. Care shall be
exercised such that no soil is removed from underneath any existing shallow foundation.
5.2.5 Suitable Soils and Imported Soils:
Any fill used for the completion of subgrade preparation for the building pad areas of the Building
should consist of predominantly “Very Low” to “Low” expansive material exhibiting an EI not
greater than 35, and should be exhibiting a relatively uniform gradation, free of debris, particles
greater than 4 inches in maximum dimension, organic matter or other deleterious materials.
Unless otherwise approved by the Geotechnical Consultant, the imported or blended fill materials
should also comply with the following soil corrosivity criteria:
Corrosivity Criteria for Select Fill and General Fill
Soluble Sulfate
(% by weight) (1)
Soluble Chloride
(ppm) (2)
Resistivity Value
(ohm-cm) (3) pH-Value (4)
≤ 0.1 ≤500 ≥ 2000 7.0 ~ 8.8
(1) California Test Method 417. (2) California Test Method 422. (3) ASTM G187-23 Test Method. (4) California Test Method 532.
Imported fill soils or base materials should be examined by a representative of the Geotechnical
Consultant and tested as necessary for evaluating their suitability for use as fill prior to being
hauled to the Site. Final acceptance of any imported soil will be based upon review and testing of
the soil actually delivered to the Site. All blended material to be used as fill must be tested and
approved by the Geotechnical Consultant prior to being used for fill placement.
5.2.6 Backfilling and Compaction Requirements:
Existing site soils at their present state and composition, unless indicated otherwise, are considered
suitable for re-use as fill during site grading, provided they 1) free of debris, particles greater than 4
inches in maximum dimension, organic matter or other deleterious materials, 2) are not
environmentally contaminated, and 3) adequately moisture conditioned to permit achieving the
required compaction. No nesting of large particles (2 to 4-inch size) should be permitted during
backfilling operations.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 17
On-site soils and import materials approved for use as fill should be placed in horizontal lifts not
exceeding 8 inches in loose thickness, moisture conditioned to a minimum of two (2) percentage
points above optimum moisture content, and compacted to a minimum 90 percent relative
compaction. Unless otherwise stated, the measurement of relative compaction in this report
should always refer to ASTM D1557-12(2021) Test Method.
5.2.7 Tests and Observations:
All subgrade preparation, compaction, and backfill operations should be performed under the
observation of and testing by the Geotechnical Consultant's field representative. An adequate
number of field tests should be taken to ensure compliance with this report and local ordinances. If
it is determined during grading that site soils require overexcavation to greater depths for obtaining
proper support for the proposed structures, this additional work should be performed in
accordance with the recommendations of the Geotechnical Consultant.
5.3 Foundation Design
Provided that the site grading recommendations presented in Section 5.2.3a above are incorporated in
project planning and design, and implemented during site construction, it is ASE’s opinion that the Building
could be supported by conventional footing foundation.
5.3.1 Conventional Shallow Footing Foundation:
a) Minimum Footing Dimension and Reinforcement:
In order to mobilize sufficient soils bearing capacity supporting the new footings for the
Building or any ancillary improvement (i.e. site walls, trash enclosures, signs, etc.), it is
recommended that the following tabulated minimum footing embedments, widths and
reinforcements for various footing types be considered.
Minimum Footing Dimension & Reinforcement
Continuous Spread Footing/Strip Footing Isolated Pad Footing
Depth (1)
(in)
Width
(in) Reinforcement (2) Depth (1)
(in)
Width
(in) Reinforcement (2)
18 15
Four #4 bars – two
near the top and two
near the bottom
18 24 square
Four #4 bars – two near
the top and two near the
bottom, applied bi-axially
(1) Footing embedment measured from the nearest adjacent lowest soils grade.
(2) Based strictly from geotechnical point of view.
Foundation design details such as concrete strength, reinforcements, etc. should be established
by the Structural Consultant.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 18
b) Allowable Soils Bearing Capacity:
For footings complying with the minimum dimension requirements stipulated in Section 5.3.2a)
above, the allowable soils bearing capacities, inclusive of both dead and live loads, should be as
per tabulated below:
Allowable Soils Bearing Capacity (psf) Increase per 12-
inch Increment in
Footing Width
(psf)
Increase per 12-
inch Increment in
Footing Depth
(psf)
Maximum
Composite
Ceiling Value
(psf)
Continuous
Spread Footing/
Strip Footing
Isolated Pad
Footing
2,000 2,000 100 300 3,000
The allowable bearing capacities tabulated above may be increased by one-third (1/3) when
subject to short-term, transient loading induced by wind or seismic activities.
For any new footings that are within a lateral distance from any existing building footing equal
to the depth of the new footing (D), the following tabulated reduction factors should be applied
to the corresponding allowable soils bearing capacity values.
Lateral Distance between New Footing and Existing
Building Footing expressed in Fraction of the New
Footing Depth, D
1D ½D
0
Reduction Factor To Allowable Soils Bearing Capacity a 1.0 0.75 0.5
a. Interpolation may be used for deriving reduction factor for other distance value.
c) Lateral Resistance:
Resistance to lateral loads can be assumed to be provided by passive lateral earth pressure and
by friction acting on structural components in permanent contact with the subgrade soils.
For site preparation implemented as per recommended in the above Section 5.2, lateral
resistance on the sides of foundations may be computed using a passive lateral earth pressure
of 200 pcf EFP for footings embedded into approved compacted fill soils, subject to a maximum
of 2,000 psf. An ultimate coefficient of friction on the order of 0.35 may also be used for
structural dead load acting between the footing bottom and the supporting soils, regardless of
the lateral distance between new footing and existing building footing.
The above passive lateral earth pressure may be used in conjunction with the ultimate
coefficient of friction in calculating composite lateral resistance, provided the passive lateral
earth pressure value is reduced by one-third (1/3). The composite lateral resistance may be
increased by one-third (1/3) under short term, transient wind or seismic loading.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
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For any new footing that is within a lateral distance from any existing building footing equal to
two (2) times the depth of the new footing (D), the following tabulated reduction factors should
be applied to the corresponding passive lateral earth pressure values for the sides of the new
footing that are facing the existing building footing.
Lateral Distance between New Footing and
Existing Building Footing expressed in Fraction
of the New Footing Depth, D
2D 1D
0
Reduction Factor To Passive Lateral Earth Pressure a 1.0 0.5 0
a. Interpolation may be used for deriving reduction factor for other distance value.
The above passive lateral earth pressure may be used in conjunction with the ultimate
coefficient of friction in calculating composite lateral resistance, provided the passive lateral
earth pressure value is reduced by one-third (1/3). The composite lateral resistance may be
increased by one-third (1/3) under short term, transient wind or seismic loading.
d) Static Settlements:
Total static settlements resulting from compression of subgrade soils for conventional footings
designed and constructed in accordance with the criteria discussed in preceding Sections
5.3.2.a), b), and c) and supporting maximum assumed dead plus live (D+L) column and wall
loads mentioned in Section 1.1.2 above, are not anticipated to exceed 1/2 inch, upon
implementation of site preparation as per recommended in Section 5.2 above. A differential
settlement/heaves on the order of 1/4 inch over a distance of 30 feet is anticipated between
similarly loaded adjacent isolated pad footings, between isolated pad footings and continuous
wall footings, and for continuous wall footings over a distance of approximately 30 feet.
Please be reminded that the Geotechnical Consultant should be contracted for further
evaluation and recommendations, as necessary, should final design structural loads exceed the
maximum loads assumed in the above analyses by more than ten (10) percent.
5.3.2 Retaining Walls:
Cantilevered retaining walls should be designed for an “active” lateral earth pressure value
tabulated on the next page for approved granular backfill soils or site soils and level backfill
conditions, whereas an “At-rest” lateral earth pressure value for approved granular backfill or site
soils and level backfill conditions tabulated on the next page should be used for top-restrained
retaining walls. Retaining walls subject to uniform surcharge loads should be designed for an
additional uniform lateral pressure equal to one-third (1/3) and one-half (1/2) of the anticipated
surcharge pressure over the full retained height of the retaining wall (measuring from the top of
wall to the heel of wall footing) for cantilevered and top-restrained wall fixity conditions,
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respectively, as shown in Figure 5, Nearby Building Surcharge Consideration and Retaining Wall
Drainage Details.
Any retaining wall with a retained height exceeding six (6) feet should additionally be designed to
resist seismic lateral earth pressure. The Geotechnical Consultant should be consulted if this
condition exists, or if the local governing agency requires the retaining wall to be designed for
seismic lateral earth pressure regardless of the retained height. Footings should be reinforced as
recommended to by Structural Consultant. Appropriate back drainage should be provided to avoid
excessive build-up of hydrostatic wall pressures.
Retaining Wall Design Parameter Value
Allowable Soils Bearing Capacity 2,000 psf (1)(2)
Active Pressure [site soils backfill: level] 40 pcf EFP (3)
At-rest Pressure [site soils backfill: level] 60 pcf EFP (3)
Passive Pressure (per foot of depth) 200 pcf EFP, subject to a ceiling value of 2,000 psf(4)
Coefficient of Friction 0.35 (4)
Minimum Footing Depth 18 inches
Minimum Footing Width 15 inches
Minimum Reinforcement Four No. 4 rebar - 2 near top and 2 near bottom
(1) Based on compliance with earthwork recommendations per Section 5.2 of this Soils Report.
(2) Allowable soils bearing capacity increase for larger retaining wall footings should be as per Section 5.3.2 b).
(3) Design values assuming a drained condition with “Very Low” to “Low” expansive materials (EI ≤ 35) within the
backfill zone and no surcharge loading conditions.
(4) Passive lateral resistance may be combined with frictional resistance provided the passive lateral earth pressure is
reduced by 1/3. See Section 5.3.1c.
The Geotechnical Consultant should be on-site during temporary back cut and retaining wall
construction to inspect and evaluate the stability of cuts and, if necessary, to provide additional
remedial or mitigative recommendations.
Preferably, the backfill should consist of approved “Very Low” expansive material (i.e. EI ≤ 20) and
should be compacted to a minimum relative compaction of 90 percent. The width of the “Very
Low” expansive backfill zone should be a minimum of one (1) foot measured from the rear side of
the stem of the retaining wall, or the space between the rear side of the stem and the heel of the
retaining wall, or one-half (1/2) of the retained height of the retaining wall, whichever is greater.
Flooding or jetting of backfill should not be permitted. Granular backfill should be capped with 18
inches (minimum) of relatively impervious fill to seal the backfill and prevent saturation. Figure 5
illustrates the general configuration and requirements for retaining wall drainage. Should any
conflict noticed between recommendations stated in this report and those shown in Figure 5, the
fore should govern. Other retaining wall drainage alternatives such as CONTECH C-Drain or
Wall waterproofing per Architect's specifications
Compacted, cohesive soil backfill,
compacted to min. 90% relative
compaction per approved by the
Geotechnical Consultant*
Filter fabric envelope (Mirafi
Retaining wall per structural plan 140N or approved equivalent)
**
"Very Low" expansive soil (EI < 20) backfill,
compacted to min. 90% relative compaction Native Soils (slope
per approved by the Geotechnical Consultant*gradient for back cut
to follow that of
4" (min.) diameter perforated PVC pipe temporary excavation
(Schedule 40, SDR 35 or equivalent) with stipulated in the Soils
perforations oriented down as depicted. Report)
Min. 1% gradient to suitable outlet.
Finish grade
3/4" ~ 1-1/2" clean gravel**
Retaining Wall Footing
3" min.
Competent bedrock, native soils or certified compacted fill
per approved by the Geotechnical Consultant
* Based on ASTM D-1557-12
** If Caltrans Class II permeable material (see gradation to
left) is used in place of 3/4" ~ 1-1/2" gravel, filter fabric
may be deleted. Caltrans Class 2 permeable material
1"100 should be compacted to minimum 90 percent relative
3/4"90 ~ 100 compaction. Unless otherwise specified, a minimum of
3/8"40 ~ 100 1 cubic foot of gravel should be used for each 1 foot run
No. 4 25 ~ 40 of drain.
No. 8 18 ~ 33 Note 1: Composite drainage products such as Contech C-Drain,
No. 30 5 ~ 15 Miradrain or J-Drain may be used as alternative to
No. 50 0 ~ 7 gravel or Class II. Installation should be performed
No. 200 0 ~ 3 in accordance with manufacturer's specifications.
Project:
Proj. No.:7160.23 Date:January, 2024
2860 Walnut Avenue
Figure 5 Nearby Building Surcharge Consideration &
Retaining Wall Drainage DetailsSignal Hill, CA 90755
Tel (562) 426-7990 Fax (562) 426-1842
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
SPECIFICATIONS FOR CALTRANS CLASS II PERMEABLE MATERIAL
U.S. STANDARD SIEVE SIZE % PASSING
Sand Equivalent > 75
Associated Soils Engineering, Inc.
6" min.
overlap
1' min.
Compacted Fill
1'
m
i
n
.
18" min.
Width of very low expansive
backfill zone per the Soils
Report & Note 2.
1
1
Limit of area where 1/3 and 1/2 of the loading from nearby
buildings/structural features should be accounted for in
cantilevered and top-restrained retaining wall design,
respectively.
Schematic Not To Scale
Note 2: Width of " Very Low" expansion backfill equals 1/2 of
retained height, or distance from back of wall to heel
of footing, whichever is greater.
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MIRADRAIN may be considered but should first be reviewed and approved by the Geotechnical
Consultant prior to implementation.
Should the space behind the new retaining wall be too tight to implement the above recommended
backfill effort, as an alternative, 2-sack control density fill (slurry fill) may be used in lieu of regular
soil backfill, provided that the integrity and functionality of wall backdrain is protected and
maintained. It should be noted that the use of heavy compaction equipment in close proximity to
retaining structures can result in wall pressures exceeding design values and corresponding wall
movement greater than that normally associated with the development of active or at-rest conditions.
In this regard, the contractor should take appropriate precautions during the backfill placement.
5.3.3 Footing/Foundation Observation:
All footing/foundation excavations should be observed by the Geotechnical Consultant's
representative to verify minimum embedment depths and competency of bearing soils. Such
observations should be made prior to placement of any reinforcing steel or concrete.
5.4 Slabs-On-Grade
For structural design of concrete slabs, a modulus of subgrade reaction ("k-value") on the order of 100
pounds per square inch per inch ("psi/in") and an allowable bearing capacity of 850 psf may be used for
slab constructed on recompacted site soils. Interior and exterior slabs should be properly designed and
reinforced for the construction and service loading conditions. To minimize static slab distress,
geotechnically, it would be prudent to provide minimum actual slab thickness of four (4) inches with
minimum reinforcements consisting of number 4 reinforcing bars spaced maximum 12 inches on centers
each way, placed at mid-slab, for exterior slabs and Building interior slab-on-grade, when supported by
compacted fill. The final structural details, such as slab thickness, concrete strength, amount and type of
reinforcements, joint spacing, etc., should be established by the Structural Consultant in accordance with
pertinent sections in 2022 CBC.
The entirety of any new slabs within the Building should be underlain by an impermeable vapor barrier
(minimum 15-mil-thick visqueen). A minimum 12-inch overlap between visqueen sheets should be ensured
during placement. All visqueen sheets should be puncture free prior to slab construction, and should be
sandwiched top and bottom by two (2) inches of clean sand (Sand Equivalent (SE) ≥ 30 per ASTM D2419-22
Test Method). Alternatively, as per stipulations in Section 5.2.3.2 of ACI 302.1R-15, for slabs in moisture-
sensitive areas, the concrete slabs should be poured directly on a moisture barrier consisting of 15-mil
Stego Wrap Vapor Barrier/Retarder that is in turn underlain by 4” of ½” to 3/8” open graded gravel or
crushed rock complying with the criteria stipulated in Section 200-1.2 of the current Greenbook. The
concrete slab shall consist of a concrete mix design which will address bleeding, shrinking and curling.
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The slab subgrade soils should also be proof-rolled just prior to construction to provide a firm, unyielding
surface, especially if the subgrade has been disturbed or loosened by the passage of construction traffic.
Final compaction and testing of slab subgrade should be performed just prior to placement of concrete.
Exterior slabs should be properly jointed to limit the number of concrete shrinkage cracks. For long/thin
sections, such as sidewalks, expansion or control joints should be provided at spacing intervals equal to the
width of the section. Slabs between 5 and 10 feet in minimum dimension should have a control joint at
centerline. Slabs greater than 10 feet in minimum dimension should have joints such that unjointed
sections do not exceed 10 feet in maximum dimension. Where flatwork adjoins structures, it is
recommended that a foam joint or similar expansion material be utilized. Joint depth and spacing should
conform to the ACI recommendations. It is, however, cautioned that uneven heaving of exterior slabs may
develop in the future when prolonged irrigation or seepage permeates the subgrade soil, especially in areas
that expansive soil pockets exist due to inadequate control or inspection of earthwork construction.
5.5 Asphaltic Concrete (AC) Flexural Pavement Design
The finish subgrade within the new pavement areas on Site is anticipated to be underlain by compacted
structural fill as per stipulated in Section 5.2.3b) above. For preliminary pavement design purposes, a
conservative R-Value of 25 has been utilized considering the observed heterogenic silty sand and sandy silt
site soils. The AC pavement analyses were performed based on procedures stipulated in the current edition
of the Caltrans Highway Design Manual. By assuming compliance with site preparation recommendations
aforementioned in Sections 5.1.1 through 5.2.6, ASE recommends that the following AC pavement
structural sections be considered. However, local government authority should be consulted for minimum
pavement section requirements and, if more stringent than that recommended by ASE, be complied with.
(1) Asphaltic Concrete
(2) CAB per the Greenbook Section 200-2.2, compacted at least 95% relative compaction
(3) Upper 6 inches of subgrade soils to be compacted to a minimum 95% relative compaction
It is recommended that R-Value testing be performed on representative soil samples after subgrade
preparation on the upper 2 feet to confirm/modify applicability of the above pavement sections.
Traffic
Index
(TI)
Pavement Section Alternatives
Remark AC (1)
(inches)
AB (2)
(inches)
Full Depth
AC (3)
(inches)
4.5 3.0 5.0 5.5 For auto parking stalls.
5.5 3.0 8.5 7.0 For auto circulation aisles. 4.0 6.0
7.0 4.0 11.0 9.5 For fire lanes and truck access ways/entry and exits. 5.0 9.0
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The aggregate base should conform to the Crushed Aggregate Base (CAB) or Crushed Miscellaneous Base
(CMB) requirements per Sections 200-2.2 and 200-2.4 of the Greenbook, respectively. The base course
should be compacted to a minimum relative compaction of 95% at a minimum of one (1) percentage point
above the optimum moisture content. Field testing should be used to verify compaction, aggregate
gradation, and compacted thickness.
The AC pavement should be compacted to 95% of the unit weight as tested in accordance with the Hveem
procedure per the latest CTM 304 procedures. The AC material shall conform to Type III, Class C2 or C3, of
the Greenbook. All subgrade and aggregate base materials should be proof-rolled by heavy rubber tire
equipment to verify that the subgrade and base grade are in a firm and non-yielding condition.
All AC laydown operations should be performed under the observation of and testing by the Geotechnical
Consultant’s field representative. An adequate number of field density tests should be taken to ensure
compliance with this report and local ordinances. New AC should be examined by a representative of the
Geotechnical Consultant, and tested as necessary to ensure that they meet the recommended quality
specifications prior to being hauled to the site. Final acceptance of any AB material or AC will be based
upon review and testing of the material actually delivered to the site. AC delivered to the site should be
tested as necessary for quality assurance and relative compaction determination during laydown.
If the paved areas are to be used during construction, or if the type and frequency of traffic is greater than
assumed in the design, the pavement section should be re-evaluated for the anticipated traffic.
5.6 Portland Cement Concrete (PCC) Pavements
The PCC pavement sections tabulated below are based on load safety factors of 1.0 and 1.1, and a modulus
of subgrade reaction ("k" Value) of 100 pounds per cubic inch for site soils compacted as subgrade material,
and the design procedures presented in the Portland Cement Association bulletin "Thickness Design for
Concrete Highway and Street Pavements" (EB109.01P), 1984. A design service life of 20 years was assumed
for the design of the Portland cement concrete pavement section.
Concrete Flexural Strength (psi) (1) Pavement Thickness (in) (2), (4) Pavement Thickness (in) (3), (4)
600 6.0 7.0
650 5.5 6.5
(1) Represents 90-day flexural strength. Based on Figure 10 of Reference 5, concrete with 28-day unconfined
compressive strength values of 4000 to 4500 psi typically correlates to 90-day flexural strength values of 600 and 650
psi, respectively.
(2) Load Safety Factor = 1.0 (Auto Parking Stalls)
(3) Load Safety Factor = 1.1 (Fire Lanes/Truck Traffic Areas/Entry and Exits)
(4) Assumes no PCC shoulder or curb.
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The Structural Consultant should establish the design details of the concrete pavement section, including
reinforcements, concrete strength, and joint and load transfer requirements.
It is recommended that edges of concrete pavements which are not adjacent to existing buildings, or are
adjacent to planter areas, be downturned a minimum of 12 inches or be constructed with curbing to
prevent water infiltration to subgrade soils. If edges are downturned or curbing is constructed, the above
pavement thicknesses should be decreased by 1/2 inch.
The upper one (1) foot of exposed subgrade soils beneath concrete pavements should be further
compacted to a minimum 95 percent relative compaction with a minimum moisture content of two (2)
percentage points above optimum moisture content. Subgrade soils should exhibit a firm, unyielding
surface in addition to the recommended compaction. Final compaction and testing of pavement subgrade
should be performed just prior to placement of aggregate base and/or concreting. Other pertinent
subgrade preparation measures stipulated in the "Thickness Design for Concrete Highway and Street
Pavements" (EB109.01P), 1984, or required by the jurisdictional municipal authorities should be followed
accordingly.
5.7 Site Drainage
Per Section 1804.4 of 2022 CBC, a minimum 5% descending gradient away from the Building for a minimum
distance of 10 feet should be incorporated for earth grade placed adjacent to the foundation. This
descending gradient may be reduced to 2% for any impervious areas, such as concrete paved walkways,
within the 10-foot zone. For areas where the 10-foot drainage distance is not attainable, alternative
measure such as concrete-lined swales having a minimum 2% gradient may be adopted to divert the water
away from the Building, provided that the minimum 5% gradient is maintained in the distance between the
building footprint and the diversion measure such as swales. For more specific site drainage guidelines, the
Civil Consultant should refer to the pertinent sections in 2022 CBC.
Any planter areas to be placed adjacent to structure perimeters should be provided with impervious
bottoms and a drainage pipe, or should be planted with drought tolerant plants, to divert water away or
minimize moisture infiltration from foundation and slab subgrade soils. Excessive moisture variations in
site soils could result in significant volume changes and movement.
5.8 Soil Corrosivity Evaluation
Soils corrosivity tests were performed on a representative sample of site soil. These tests were meant to
determine the corrosive potential of on-site soils to proposed concrete foundations/flatwork and
underground metal conduits. The soils corrosivity test results are presented in Appendix A.
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5.8.1 Concrete Corrosion:
Disintegration of concrete may be attributed to the chemical reaction of soils sulfates and hydrated
lime and calcium aluminate with the cement. The severity of the reaction resulting in expansion
and disruption of the cement is primarily a function of the concentration of soluble sulfates and the
water-cement ratio of the concrete.
A soluble sulfate content of 0.002% by weight has been recorded from testing per California Test
Method (CTM) 417 conducted on on-site soils, as indicated in Appendix A. As per Table 19.3.1.1 of
ACI 318-19, soils exhibiting soluble content less than 0.1% by weight are classified as having “S0”
sulfate exposure category. As such, for structural features to be in direct contact with on-site soils,
the special geotechnical requirements on the type of Portland cement or water cement ratio
corresponding to the tested “S0” sulfate exposure category as per stipulated in Table 19.3.2.1 of
ACI 318-19 should be considered.
5.8.2 Metal Corrosion:
In the evaluation of soil corrosivity to metal, the hydrogen ion concentrates (pH) and the electrical
resistivity of the site and backfill soils are the principal variables in determining the service life of
ferrous metal conduit. The pH of soil and water is a measure of acidity or alkalinity, while the
resistivity is a measure of the soils resistance to the flow of electrical current.
Currently available design charts indicate that corrosion rates decrease with increasing resistivities
and increasing alkalinities. It can also be noted that for alkaline soils, the corrosion rate is more
influenced by resistivity than by pH.
The resistivity value of 1,953 ohm-cm per ASTM G187-23 Test Method coupled with a pH-value of
8.22 per CTM 643 classifies the on-site soils tested to be “Corrosive” to buried ferrous metals.
Based on CTM 643, the year to perforation for 18-gauge steel in contact with soils of similar
resistivity and pH-value is approximately 32 years for the “Corrosive” on-site soils. In lieu of
additional testing, alternative piping materials, i.e. plastic piping, may be used instead of metal if
longer service life is desired or required for utility pipes and fittings in direct contact with on-site
soils. These resistivity values of on-site soils may also have implications to other building materials
and depths of embedment for steel reinforcement, etc. It is recommended that a qualified
corrosion consultant be engaged to review the building plans.
A soluble chloride content of 14 ppm was recorded in our laboratory tests per CTM 422. Per
Caltrans guidelines and specifications (References 21 and 22), soils exhibiting soluble chloride
contents exceeding 500 ppm are considered “corrosive”. The soils are thus classified as “non-
corrosive” per Caltrans criterion. In addition, special measure in terms of rebar protection against
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chloride corrosion under Exposure Class “C0” stipulated in Tables 19.3.1.1 and 19.3.2.1 of ACI 318-
19 may be required as a result of the soluble chloride content tested. However, the compliance
with the corrosivity criteria stipulated in Section 5.2.8 above will ensure that no other particular
reinforcement protection.
5.9 Utility Trenches
All trenches should be backfilled with approved fill material compacted to relative compaction of not less
than 90 percent. Care should be taken during backfilling to prevent utility line damage.
The on-site soils may be used for backfilling utility trenches from one (1) foot above the top of pipe to the
surface, provided the material is free of organic matter and deleterious substances. Any soft and/or loose
materials or fill encountered at pipe invert should be removed and replaced with properly compacted fill or
adequate bedding material.
The on-site soils may be considered suitable for bedding or shading of utilities. Site or imported soils for
pipe bedding should consist of non-expansive granular soils. Bedding materials should consist of sand with
a tested Sand Equivalent, SE, value (ASTM D 2419-22 Test Method) not less than 30.
If sandy soils are used for trench backfill, the backfill should be topped with a minimum 2-foot thick cap of
compacted fine-grained, cohesive soil. Also, a minimum 10-foot length of trench at the entrance and exit
points of structures should be backfilled with fine-grained soils to serve as a plug to prevent water
migration into structure foundation support zones.
The walls of temporary construction trenches may not be stable when excavated nearly vertical due to
potential for caving. Shoring of excavation walls or flattening of slopes will be required if excavation depths
greater than 4 feet are necessary. Trenches should be located so as not to impair the bearing capacity of
soils or cause settlement under foundations. As a guide, trenches parallel to foundations should be clear of
a 45-degree plane extending outward and downward from the edge of the foundations. All work associated
with trenches, excavations and shoring must conform to the State of California Safety Code (CAL-OSHA).
5.10 Plan Review, Observations and Testing
Once foundation and grading plans are completed, they should be forwarded to the Geotechnical
Consultant for review of conformance with the intent of these recommendations and criteria presented in
the pertinent sections of this report.
All excavations should be observed by a representative of this office to verify minimum embedment
depths, competency of bearing soils and that the excavations are free of loose and disturbed materials.
Such observations should be made prior to placement of any fill, reinforcing steel or concrete. All grading
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and fill compaction should be performed under the observation of and testing by a Geotechnical
Consultant or his representative.
6.0 FIELD PERCOLATION TEST DATA
Initial seepage rates obtained during the "Reading Time Interval Test" in Borings B-P1 and B-P2 after overnight
pre-soaking indicated the time interval between readings should be 10 minutes maximum, i.e. the “Sandy Soil”
category. The percolation tests were therefore performed using the sandy soil method (i.e. one hour test
maximum) for Borings B-P1 and B-P2, in accordance with the State of California Regional Water Quality Board
Technical Guidance Document Appendices (Appendix VII) procedures modified to test the cross sectional zone
of typical soils within the level of anticipated storm water infiltration (e.g. approximately 5 feet to 10 feet and
1 foot to 5 feet below existing grade for Borings B-P1 and B-P2, respectively).
Field percolation testing was conducted on December 2, 2023. Stabilized field percolation test data
indicates preadjusted percolation test rates ranging from 0.690 to 5.714 minutes per inch (mpi) for clean
water at the locations of Borings B-P2 and B-P1, respectively. Field percolation test data is presented on
the attached Plates H-1 and H-2 in Appendix A.
Tabulated below are the results of percolation testing conducted at the locations of Boring B-P1 and B-P2,
including the infiltration rate derived from the Porchet Method of Percolation Rate Conversion procedures
outlined in Appendix VII of the Technical Guidelines Document Appendices.
Boring No. Test Depth (ft) Percolation Test Rate
(Minutes/Inch)
Infiltration Rate*
(Inches/Hour)
B-P1 5-10 0.690 0.570
B-P2 1-5 5.714 5.559
*Infiltration Rate derived from Porchet Method Conversion from Percolation Rate using a Factor of Safety of 3.
The rates presented on the previous page are anticipated to be the fastest rates that can be absorbed by
the site soils at the boring locations. However, with time and depending on the degree of saturation of
soils and other factors, the percolation rate may reduce which is typical for sewage disposal or stormwater
dispersal fields. Per Appendix VII, the results of the field percolation testing (i.e. measured infiltration rate
greater than 0.3 inch per hour) indicate that site soils only at Boring B-P1 location are deemed suitable for
the planning and installation of an on-site stormwater LID system within the approximate upper five to ten
(5-10) feet from existing grade.
Please be informed that during installation of on-site stormwater dispersal system, the following factors
should be noted:
• The degree of compactive effort in the upper 1 to 1.5 feet of soils above any filter material should be
between 90 and 92 percent relative compaction. As any greater compactive efforts in the soil strata
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of water retention system construction may cause the percolation rates to reduce substantially, it is
not advisable to impose significant structural loading in these areas, from a geotechnical viewpoint.
• The rate of water transmission from the filter material to the soil will be limited the porosity
characteristics of the fabric wrap around the filter material.
7.0 CLOSURE
This report has been prepared for the exclusive use of the LOC Architects (the Client) and their design
consultants for use in the design and construction of the proposed community hub building. The report has
not been prepared for use by other parties and may not contain sufficient information for purposes of
other parties.
The Client or its representatives are responsible for ensuring the information and recommendations
contained in this report are brought to the attention of the project engineers and architects, incorporated
into the project plans, and implemented by project contractors. This report should be reflected on project
grading plans as a part of the project specifications.
We request and recommend notification should any of the following occur:
1. Final plans for site development indicate utilization of areas not originally proposed for construction.
2. Structural loading conditions vary from those utilized for evaluation and preparation of this report.
3. The Site is not developed within 12 months following the date of this report.
If changes or delays do occur, this office should be notified and provided with finalized plans of site
development for our review to enable us to provide the necessary recommendations for additional work
and/or updating of the report. Any charges for such review and necessary recommendations would be at
the prevailing rate at the time of performing review work.
The findings contained in this report are based upon our evaluation and interpretation of the information
obtained from the limited number of test borings and the results of laboratory testing and engineering
analysis. As part of the engineering analysis, it has been assumed and is expected that the geotechnical
conditions existing across the area of study are similar to those encountered in the test excavations.
However, no warranty is expressed or implied as to the conditions at locations or depths other than those
excavated. Should conditions encountered during construction differ significantly from those described in
this report, this office should be contacted immediately for recommendations prior to continuation of
work. Our findings and recommendations were obtained in accordance with generally accepted current
professional principles and local practice in geotechnical engineering and reflect our best professional
judgment. We make no other warranty, either express or implied.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 29
These recommendations are, however, dependent on the aforementioned assumption of uniformity and
upon proper quality control of engineered fill and foundations. Geotechnical observations and testing
should be provided on a continuous basis during grading at the site to confirm preliminary design
assumptions and to verify conformance with the intent of our recommendations. If parties other than
Associated Soil Engineering, Inc. are engaged to provide geotechnical services during construction, they
must be informed that they will be required to assume complete responsibility for the geotechnical phase
of the project by either concurring with the recommendations in this report or providing alternative
recommendations.
This concludes our scope of services as indicated in our proposal dated March 17, 2023, however, our
report is subject to review by the controlling authorities for the project. Any further geotechnical services
that may be required of our office to respond to questions/comments of the controlling authorities after
their review of the report will be performed on a time-and-expense basis as per our current fee schedule.
We would not proceed with any response to report review comments/questions without authorization
from your office. We at ASE appreciate your business and are prepared to assist you with construction-
related services.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 30
APPENDIX A
The following Appendices contain the substantiating data and laboratory test results to complement the
engineering evaluations and recommendations contained in the report.
Site Exploration
On December 1, 2023, field explorations were performed by drilling two (2) test and two (2) percolation
borings at the approximate locations indicated on the attached Boring and Percolation Test Location Plan,
Plate A. The exploratory borings were drilled by Alroy Drilling Services utilizing a truck mounted CME75,
rotary drilling rig equipped with 8-inch diameter continuous flight, hollow-stem rotary augers. The borings
extended to depths ranging from 5 feet 1 inches to 26 feet from the existing grades.
Continuous observations of the materials encountered in the borings were recorded in the field. The soils
were classified in the field by visual and textural examination and these classifications were supplemented
by obtaining bulk soil samples for future examination in the laboratory. Relatively undisturbed samples of
soils were extracted in a Modified California barrel sampler lined with 2.416-inch diameter by one-inch high
rings and tipped with tapered cutting shoe. All samples were secured in moisture-resistant bags
immediately after retrieval from exploratory boring to minimize the loss of field moisture, followed by
timely transportation to ASE’s laboratory for ensuing testing. Upon completion of exploration, the borings
were backfilled with excavated materials and compacted by tamping.
Description of the soils encountered, depth of samples, field density and moisture content of tested
samples, respective laboratory tests performed, as well as Modified California barrel sampler blow counts
are presented in the attached Field Logs of Borings / Field Logs of Percolation Boring ("B" Plates).
The subsurface soils descriptions presented in the Field Logs of Boring / Field Logs of Percolation Boring
have been interpreted from conditions exposed during the field investigation and/or information inferred
from the reviewed geologic literature. As such, it is likely that not all of the subsurface conditions at the Site
could be captured or represented. It is therefore essential that the Geotechnical Consultant’s engineer or
geologist be on site during grading and foundation construction such that information/recommendations
deciphered during preliminary geotechnical investigation phase could be verified and, if necessary,
amended as appropriate.
Plate A Boring Location Plan
Plates B-1 and B-2 Field Logs of Boring
Plates B-P1 and B-P2 Field Logs of Percolation Boring
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B-P1
9'
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"
B-P2
5'
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"
Project:
Location:7160.23
SM MAX DENSITY,
REMOLD SHEAR,
EXPANSION,
CORROSIVITY
41 (Ring)SM-ML 107.8 11.5 SHEAR
82 (Ring)same as above 112.1 4.2 SHEAR
80 (Ring)SM 102.0 7.2
61 (Ring)SM 110.5 2.5
88/11"(Ring)SM 112.6 8.5
FIELD LOG OF BORING B-1
Sheet 1 of 3
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
Date(s) Drilled:12/1/2023 Logged By:Ted Riddell
Drilled By:Alroy Drilling Services Total Depth:26 feet
Surface Elevation:N/A
Comments:Groundwater not encountered. Backfill not determined.
Rig Make/Model:CME75 Hammer Type:Automatic
Drilling Method:Hollow-Stem Auger Hammer Weight/Drop:140 Lb./±30In.
DE
P
T
H
(
F
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)
EL
E
V
A
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I
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N
(M
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)
SAMPLE INTERVALS
US
C
S
Hole Diameter:8 inches
MO
I
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CO
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E
N
T
(
%
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(B
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)
DR
Y
D
E
N
S
I
T
Y
(p
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f
)
GEOTECHNICAL DESCRIPTION
SILTY SAND: Medium brown, damp, dense, fine-
grained sand
15
SILTY SAND TO SANDY SILT: Medium brown, damp,
dense, very fine to fine-grained sand, sinkhole pores
7
3
5
10
SILTY SAND: Medium brown, damp, fine-grained sand
SILTY SAND: Medium brown to yellowish brown, dry
to damp, dense, fine to medium-grained sand, some
pebbles
SILTY SAND: Light medium brown, damp, dense, fine-
grained sand
0
Project:
Location:7160.23
50/5"(Ring)SM/GP 108.3 3.1
93/10"(Ring)SM 109.7 8.8
FIELD LOG OF BORING B-1
Sheet 2 of 3
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
OT
H
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S
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S
Bu
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Dr
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20
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(M
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SAMPLE INTERVALS
US
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GEOTECHNICAL DESCRIPTION
DR
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D
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(p
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)
MO
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(
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35
25
30
SILTY SAND AND GRAVEL: Medium brown with gray
gravel, dry to damp, dense, fine to medium-grained
sand
SILTY SAND: Light medium brown, damp, dense to
very dense, fine-grained sand
DRILLING NOTE: Bottom of hole at 26 feet. No
groundwater encountered.
Project:
Location:7160.23
SM
43(Ring)SM 109.4 8.4 CONSOL
35(Ring)SM 107.1 9.3
33(Ring)SM 114.9 9.7
37/11"(Ring)SM 120.0 8.6
FIELD LOG OF BORING B-2
Sheet 1 of 2
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
Date(s) Drilled:12/1/2023 Logged By:Ted Riddell
Drilled By:Alroy Drilling Services Total Depth:25 feet 11 inches
Rig Make/Model:CME75 Hammer Type:Automatic
Drilling Method:Hollow-Stem Auger Hammer Weight/Drop:140 Lb./±30In.
Hole Diameter:8 inches Surface Elevation:N/A
Comments:Groundwater not encountered. Backfill not determined.
3
5
MO
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T
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(
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SAMPLE INTERVALS
US
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GEOTECHNICAL DESCRIPTION
DR
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D
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S
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(p
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SILTY SAND: Medium brown, damp to moist, fine-
grained sand
SILTY SAND: Medium brown, dampto moist, medium
dense to dense, fine to medium-grained sand
SILTY SAND: Medium brown, moist, medium-dense,
fine to medium-grained sand, some pebbles, trace
clay
SILTY SAND WITH CLAY: Medium brown, damp to
moist, dense, fine-grained sand
SILTY SAND: Medium brown, damp to moist, dense,
very fine to fine-grained sand
15
7
10
Project:
Location:7160.23
81/12"(Ring)SM 115.0 8.4
90/11"(Ring)SM 116.7 2.3
FIELD LOG OF BORING B-2
Sheet 2 of 2
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
DE
P
T
H
(
F
T
)
EL
E
V
A
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I
O
N
(M
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)
SAMPLE INTERVALS
US
C
S
GEOTECHNICAL DESCRIPTION
MO
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T
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(
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DR
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N
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Y
(p
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SILTY SAND: Medium brown, Damp to moist, dense,
fine-grained sand
DRILLING NOTE: Bottom of hole at 25 feet 11
inches. No groundwater encountered.
30
35
25
20
SILTY SAND: Medium brown, damp to moist, dense,
fine-grained sand, some clay
Project:
Location:7160.23
SM
45(Ring)SM 106.0 8.5
PERCOLATION
86(Ring)SM 112.3 5.4
10
15
NOTE: 10 feet (5' solid and 5' slotted) PVC pipe
place in boring with annular area backfilled with
pea gravel to surface. Two (2.0) inches of pea
gravel placed at bottom of pipe. Percolation test
performed after overnight presoaking.
3
5
7
SILTY SAND: Medium brown, damp, medium dense,
fine-grained sand
SILTY SAND: Medium brown, damp, fine-grained
sand
Comments:Groundwater not encountered. Backfill not determined.
0
DE
P
T
H
(
F
T
)
EL
E
V
A
T
I
O
N
(M
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)
SAMPLE
INTERVALS
US
C
S
GEOTECHNICAL DESCRIPTION
MO
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T
U
R
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CO
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N
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(
%
)
OT
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DR
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D
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N
S
I
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Y
(p
c
f
)
SILTY SAND: Medium-brown, damp, fine-grained
sand
Hole Diameter:8 inches Surface Elevation:N/A
Drilling Method:Hollow-Stem Auger Hammer Weight/Drop:140 Lb./±30In.
Rig Make/Model:CME75 Hammer Type:Automatic
Drilled By:Alroy Drilling Services Total Depth:9 feet 8 inches
Date(s) Drilled:12/1/2023 Logged By:Ted Riddell
FIELD LOG OF PERCOLATION BORING B-P1
Sheet 1 of 1
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
Project:
Location:7160.23
SM
PERCOLATION
30(Ring)same as above 93.1 19.0
FIELD LOG OF PERCOLATION BORING B-P2
Sheet 1 of 1
Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA Project No.
Drilled By:Alroy Drilling Services Total Depth:5 feet 1 inch
Date(s) Drilled:12/1/2023 Logged By:Ted Riddell
Hole Diameter:8 inches Surface Elevation:N/A
Drilling Method:Hollow-Stem Auger Hammer Weight/Drop:140 Lb./±30In.
Rig Make/Model:CME75 Hammer Type:Automatic
Comments:Groundwater not encountered. Backfill not determined.
0
DE
P
T
H
(
F
T
)
EL
E
V
A
T
I
O
N
(M
S
L
)
SAMPLE
INTERVALS
US
C
S
MO
I
S
T
U
R
E
CO
N
T
E
N
T
(
%
)
OT
H
E
R
T
E
S
T
S
Bu
l
k
Dr
i
v
e
TY
P
E
"
N
"
(B
l
o
w
s
/
f
t
.
)
GEOTECHNICAL DESCRIPTION
DR
Y
D
E
N
S
I
T
Y
(p
c
f
)
SILTY SAND: Medium brown, damp to moist, medium
dense, fine-grained sand
NOTE: 5 feet (5'0") slotted PVC pipe place in boring
with annular area backfilled with pea gravel to
surface. Two (2.0) inches of pea gravel placed at
bottom of pipe. Percolation test performed after
overnight presoaking.
15
3
5
10
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 31
Laboratory Tests
After samples were visually classified in the laboratory, a testing program aimed at generating sufficient
data for subsequent evaluation was established and implemented.
• Moisture Content and Density Tests
The undisturbed soil retained within the rings of the Modified California barrel sampler was tested in the
laboratory to determine in-place dry density and moisture content. Test results are presented on the Field
Logs of Borings / Field Logs of Percolation Borings (see attached "B" Plates).
• Consolidation and Direct Shear Tests
Consolidation (ASTM D 2435-11(2020) Test Method) and direct shear (ASTM D3080-23 Test Method) tests
were performed on selected relatively undisturbed and remolded samples to determine the settlement
characteristics and shear strength parameters of various soil samples, respectively. The results of these
tests are shown graphically on the appended “C” and “D” Plates.
• Soil Corrosivity
Tests of soluble sulfate and chloride contents were performed in accordance with the latest edition of
California Test Methods 417 and 422, respectively, to assess the degree of corrosivity of the subgrade soils
with regard to concrete and normal grade steel. Resistivity and pH-value tests were performed in
accordance with the latest edition of ASTM G187-23 Test Method and California Test Method 643,
respectively, to assess the degree of corrosivity of the subgrade soils with regard to ferrous metal piping.
The test results are presented below.
Sample ID
Sulfate Content 1
(%)/
Exposure Category
Chloride Content 2
(ppm) /
Exposure Category
Resistivity 3
(OHM-cm)/
Degree of Corrosivity
Ph-Value3
B-1 @ 1’-5’ 0.002 / S0 14 / C0 1,953 / Corrosive 8.22
1. California Test Method 417 2. California Test Method 422 3. ASTM G187-23 Test Method 4. California Test Method 643
• Maximum Dry Density/Optimum Moisture Content Test
A maximum density test was conducted in accordance with ASTM D1557-12(2021) Test Method, Method A,
using 5 equal layers, 25 blows each layer, 10-pound hammer, 18 inch drop in a 1/30 cubic foot mold. The
results are as follows:
Sample ID Maximum Dry Density
(pcf) Optimum Moisture Content (%) Material Classification
B-1 @ 1’-5’ 126.0 10.5 SM-ML
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 32
Laboratory Tests – continued
• Expansion Test
An expansion test was performed on a soil sample to determine the swell characteristics. The expansion
test was conducted in accordance with ASTM D4829-21 test procedures. The expansion sample was
remolded to approximately 90 percent relative compaction at near optimum moisture content subjected to
144 pounds per square foot surcharge load and were saturated.
Sample ID Molded Dry
Density (pcf)
Molded Moisture
Content (%)
%
Saturation
Expansion
Index (EI)
Expansion
Classification
B-1 @ 1’-5’ 108.9 9.6 49.0 31 Low
Plates C-1 through C-3 Uni-axial Consolidation Test Results
Plates D-1 through D-3 Direct Shear Test Results
Plates H-1 and H-2 Percolation Data Sheet
Sample Location B-2 @ 3'Dry Density (pcf)109.4
Moisture (%)8.4
Sample Type Ring
Sample Description
Remark Undisturbed sample
Project:
Plate
C-1
Project No.:7160.23 Date:
Silty Very Fine Sand
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Result of Uniaxial Consolidation/Swelling Test
of On-Site Soil
(ASTM D2435-11 Test Method)Signal Hill, CA 90755
Tel (562) 426-7990 Fax (562) 426-1842 January, 2024
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
0.1 1 10 100
De
f
o
r
m
a
t
i
o
n
(
%
)
Normal Pressure (ksf)
Loading Unloading
Tap Water Inundation
Sample Location B-2 @ 7'Dry Density (pcf)107.1
Moisture (%)9.3
Sample Type Ring
Sample Description
Remark Undisturbed sample
Project:
Plate
C-2
Project No.:7160.23 Date:
Silty Sand
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Result of Uniaxial Consolidation/Swelling Test
of On-Site Soil
(ASTM D2435-11 Test Method)Signal Hill, CA 90755
Tel (562) 426-7990 Fax (562) 426-1842 January, 2024
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
0.1 1 10 100
De
f
o
r
m
a
t
i
o
n
(
%
)
Normal Pressure (ksf)
Loading Unloading
Tap Water Inundation
Sample Location B-2 @ 10'Dry Density (pcf)114.9
Moisture (%)9.7
Sample Type Ring
Sample Description
Remark Undisturbed sample
Project:
Plate
C-3
Project No.:7160.23 Date:
Silty Sand, trace clay
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Result of Uniaxial Consolidation/Swelling Test
of On-Site Soil
(ASTM D2435-11 Test Method)Signal Hill, CA 90755
Tel (562) 426-7990 Fax (562) 426-1842 January, 2024
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
0.1 1 10 100
De
f
o
r
m
a
t
i
o
n
(
%
)
Normal Pressure (ksf)
Loading Unloading
Tap Water Inundation
Sample B-1 @ 3'Dry Density (pcf)107.8
Description Moisture Content (%)4.5
f-angle (degree)18.0
Cohesion (ksf)0.110
Project:
Plate
D-1
Project No.:7160.23 Date:January, 2024Tel (562) 426-7990 Fax (562) 426-1842
Silty Very Fine Sand to Sandy Silt
Ultimate
(Residual)
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Direct Shear Test Result
(ASTM D 3080-11 Test Method)Signal Hill, CA 90755
0.0
0.5
1.0
1.5
2.0
2.5
0.0 0.5 1.0 1.5 2.0 2.5
Sh
e
a
r
S
t
r
e
s
s
(
k
s
f
)
Normal Stress (ksf)
Residual (Ultimate)Values
Sample B-1 @ 5'Dry Density (pcf)112.1
Description Moisture Content (%)4.2
f-angle (degree)26.5
Cohesion (ksf)0.130
Project:
Plate
D-2
Project No.:7160.23 Date:January, 2024Tel (562) 426-7990 Fax (562) 426-1842
Silty Very Fine Sand to Sandy Silt
Ultimate
(Residual)
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Direct Shear Test Result
(ASTM D 3080-11 Test Method)Signal Hill, CA 90755
0.0
0.5
1.0
1.5
2.0
2.5
0.0 0.5 1.0 1.5 2.0 2.5
Sh
e
a
r
S
t
r
e
s
s
(
k
s
f
)
Normal Stress (ksf)
Residual (Ultimate)Values
Sample B-1 @ 0'-5'Dry Density (pcf)113.4
Description Moisture Content (%)10.5
f-angle (degree)37.5
Cohesion (ksf)0.040
Project:
Plate
D-3
Project No.:7160.23 Date:January, 2024Tel (562) 426-7990 Fax (562) 426-1842
Silty Fine Sand
Ultimate
(Residual)
Associated Soils Engineering, Inc.Proposed Community Hub Building
1801 E. Chestnut Av., Santa Ana,CA
2860 Walnut Avenue Direct Shear Test Result
(ASTM D 3080-11 Test Method)Signal Hill, CA 90755
0.0
0.5
1.0
1.5
2.0
2.5
0.0 0.5 1.0 1.5 2.0 2.5
Sh
e
a
r
S
t
r
e
s
s
(
k
s
f
)
Normal Stress (ksf)
Sample remolded to 90%
relative compaction per ASTM
D1557-12 Test Method
Residual (Ultimate)Values
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 33
PERCOLATION DATA SHEET
Project: On-Site Storm Water Dispersal Job No.: 7160.23
Proposed Community Hub Building
1801 East Chestnut Avenue, Santa Ana, CA
Test Hole No.: B-P1 Date Excavated: 12/1/2023 Depth of Test Hole: 9' 8"
Soil Classification: Silty Fine Sand Presoak: √
Percolation Tested By: JC Date: 12/2/2023 Note: 2.0” Gravel at Bottom of Pipe
SANDY SOIL CRITERIA TEST
Trial
No.
Time
Time Interval
(Min.)
Initial Water Level
(Inches)
Final Water Level
(Inches)
∆ In Water Level
(Inches)
1 7:22
7:28 6 -9.0 -18.0 9.0
2 7:30
7:34 4 -9.0 -15.0 6.0
USE NORMAL SANDY (CROSS ONE) SOIL CRITERIA
Time
Time
Interval
(Min.)
Total
Elapsed
Time
(Min.)
Initial
Water Level
(Inches)
Final
Water Level
(Inches)
∆ In Water
Level
(Inches)
Percolation
Rate
(Min./Inches)
7:36
7:46 10 10 -9 -23.0 14.0 0.714
7:47
7:57 10 20 -9 -24.0 15.0 0.667
7:58
8:08 10 30 -9 -27.0 18.0 0.556
8:09
8:19 10 40 -9 -24.0 15.0 0.667
8:20
8:30 10 50 -9 -21.25 12.25 0.816
8:31
8:41 10 60 -9 -23.5 14.5 0.690
8:42
8:52 10 10 -9 -23.0 14.0 0.714
PLATE H-1
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842 Page 34
PERCOLATION DATA SHEET
Project: On-Site Storm Water Dispersal Job No.: 7160.23
Proposed Community Hub Building
1801 East Chestnut Avenue, Santa Ana, CA
Test Hole No.: B-P2 Date Excavated: 12/1/2023 Depth of Test Hole: 5' 1"
Soil Classification: Silty Sand Presoak: √
Percolation Tested By: JC Date: 12/2/2023 Note: 2.0” Gravel at Bottom of Pipe
SANDY SOIL CRITERIA TEST
Trial
No.
Time
Time Interval
(Min.)
Initial Water Level
(Inches)
Final Water Level
(Inches)
∆ In Water Level
(Inches)
1 7:40
7:59 19 -4.0 -10.0 6.0
2 8:00
8:22 22 -4.0 -10.0 6.0
USE NORMAL SANDY (CROSS ONE) SOIL CRITERIA
Time
Time
Interval
(Min.)
Total
Elapsed
Time
(Min.)
Initial
Water Level
(Inches)
Final
Water Level
(Inches)
∆ In Water
Level
(Inches)
Percolation
Rate
(Min./Inches)
8:28
8:38 10 10 -4.0 -6.5 2.5 4.000
8:39
8:49 10 20 -4.0 -6.25 2.25 4.444
8:50
9:00 10 30 -4.0 -5.75 1.75 5.714
9:01
9:11 10 40 -4.0 -5.5 1.5 6.667
9:12
9:22 10 50 -4.0 -5.5 1.5 6.667
9:23
9:33 10 60 -4.0 -5.75 1.75 5.714
PLATE H-2
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842
APPENDIX B - SITE FAULTING AND SEISMIC HAZARD DATA
Plates I-1 and I-2 EQFAULT – Deterministic Estimation of Peak Acceleration from
Digitized Faults within 100 km-radius from the Site
ASE#7160.23 PLATE I-1
***********************
* *
* E Q F A U L T *
* *
* Version 3.00 *
* *
***********************
DETERMINISTIC ESTIMATION OF
PEAK ACCELERATION FROM DIGITIZED FAULTS
JOB NUMBER: 7160.23
DATE: 01-23-2024
JOB NAME: Proposed Community Hub Building
CALCULATION NAME: SantaAnaZoo
FAULT-DATA-FILE NAME: C:\Program Files (x86)\EQFAULT1\CGSFLTE.DAT
SITE COORDINATES:
SITE LATITUDE: 33.7429
SITE LONGITUDE: 117.8417
SEARCH RADIUS: 62 mi
ATTENUATION RELATION: 20) Sadigh et al. (1997) Horiz. - Soil
UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0
DISTANCE MEASURE: clodis
SCOND: 0
Basement Depth: 5.00 km Campbell SSR: Campbell SHR:
COMPUTE PEAK HORIZONTAL ACCELERATION
FAULT-DATA FILE USED: C:\Program Files (x86)\EQFAULT1\CGSFLTE.DAT
MINIMUM DEPTH VALUE (km): 0.0
ASE#7160.23 PLATE I-2
EQFAULT SUMMARY
DETERMINISTIC SITE PARAMETERS
-------------------------------------------------------------------------------
| |ESTIMATED MAX. EARTHQUAKE EVENT
| APPROXIMATE |-------------------------------
ABBREVIATED | DISTANCE | MAXIMUM | PEAK |EST. SITE
FAULT NAME | mi (km) |EARTHQUAKE| SITE |INTENSITY
| | MAG.(Mw) | ACCEL. g |MOD.MERC.
================================|==============|==========|==========|=========
SAN JOAQUIN HILLS | 3.9( 6.3)| 6.6 | 0.457 | X
NEWPORT-INGLEWOOD (L.A.Basin) | 9.6( 15.5)| 7.1 | 0.257 | IX
NEWPORT-INGLEWOOD (Offshore) | 11.3( 18.2)| 7.1 | 0.230 | IX
WHITTIER | 11.6( 18.7)| 6.8 | 0.197 | VIII
PUENTE HILLS BLIND THRUST | 13.2( 21.2)| 7.1 | 0.264 | IX
ELSINORE (GLEN IVY) | 14.0( 22.6)| 6.8 | 0.168 | VIII
CHINO-CENTRAL AVE. (Elsinore) | 14.7( 23.6)| 6.7 | 0.197 | VIII
SAN JOSE | 20.6( 33.1)| 6.4 | 0.114 | VII
PALOS VERDES | 20.7( 33.3)| 7.3 | 0.155 | VIII
SIERRA MADRE | 26.8( 43.2)| 7.2 | 0.145 | VIII
UPPER ELYSIAN PARK BLIND THRUST | 27.0( 43.4)| 6.4 | 0.083 | VII
CUCAMONGA | 27.2( 43.8)| 6.9 | 0.118 | VII
ELSINORE (TEMECULA) | 29.2( 47.0)| 6.8 | 0.079 | VII
RAYMOND | 30.0( 48.2)| 6.5 | 0.079 | VII
CLAMSHELL-SAWPIT | 31.4( 50.5)| 6.5 | 0.075 | VII
VERDUGO | 32.2( 51.9)| 6.9 | 0.097 | VII
CORONADO BANK | 33.1( 53.3)| 7.6 | 0.116 | VII
HOLLYWOOD | 34.2( 55.1)| 6.4 | 0.061 | VI
SAN JACINTO-SAN BERNARDINO | 38.0( 61.2)| 6.7 | 0.053 | VI
SAN JACINTO-SAN JACINTO VALLEY | 39.8( 64.0)| 6.9 | 0.058 | VI
SANTA MONICA | 39.8( 64.1)| 6.6 | 0.059 | VI
SAN ANDREAS - SB-Coach. M-1b-2 | 42.5( 68.4)| 7.7 | 0.094 | VII
SAN ANDREAS - Whole M-1a | 42.5( 68.4)| 8.0 | 0.114 | VII
SAN ANDREAS - SB-Coach. M-2b | 42.5( 68.4)| 7.7 | 0.094 | VII
SAN ANDREAS - San Bernardino M-1| 42.5( 68.4)| 7.5 | 0.082 | VII
SAN ANDREAS - 1857 Rupture M-2a | 42.6( 68.6)| 7.8 | 0.100 | VII
SAN ANDREAS - Mojave M-1c-3 | 42.6( 68.6)| 7.4 | 0.077 | VII
SAN ANDREAS - Cho-Moj M-1b-1 | 42.6( 68.6)| 7.8 | 0.100 | VII
MALIBU COAST | 44.4( 71.5)| 6.7 | 0.055 | VI
CLEGHORN | 44.9( 72.2)| 6.5 | 0.036 | V
SIERRA MADRE (San Fernando) | 45.2( 72.7)| 6.7 | 0.054 | VI
SAN GABRIEL | 47.0( 75.7)| 7.2 | 0.059 | VI
NORTHRIDGE (E. Oak Ridge) | 48.1( 77.4)| 7.0 | 0.063 | VI
ROSE CANYON | 49.2( 79.1)| 7.2 | 0.056 | VI
NORTH FRONTAL FAULT ZONE (West) | 51.0( 82.1)| 7.2 | 0.068 | VI
ANACAPA-DUME | 51.8( 83.3)| 7.5 | 0.083 | VII
SAN JACINTO-ANZA | 53.1( 85.5)| 7.2 | 0.050 | VI
ELSINORE (JULIAN) | 53.9( 86.8)| 7.1 | 0.046 | VI
SANTA SUSANA | 55.0( 88.5)| 6.7 | 0.041 | V
HOLSER | 60.7( 97.7)| 6.5 | 0.031 | V
*******************************************************************************
-END OF SEARCH- 40 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS.
THE SAN JOAQUIN HILLS FAULT IS CLOSEST TO THE SITE.
IT IS ABOUT 3.9 MILES (6.3 km) AWAY.
LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION: 0.4572 g
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842
APPENDIX C - LIST OF REFERENCES
1. Blake, T.F., 2000, EQFAULT, A Computer Program for the Deterministic Predication of Peak Horizontal
Acceleration from Digitized California Faults.
2. Guidelines for Evaluating and Mitigating Seismic Hazards in California, 2008, Special Publication 117A,
California Geological Survey.
3. California Geological Survey, 2016, Seismic Hazard Zones Official Map, Santa Ana Quadrangle.
4. California Geological Survey, 1998, Seismic Hazard Zone Report 012, Seismic Hazard Zone Report for
the Santa Ana 7.5-Minute Quadrangle, Orange County, California.
5. California Building Code, 2022 Edition: Sacramento, CA, California Building Standards Commission, 2
Volumes.
6. Legg, M.R., Borrero, J.C., and Synolakis, C.E., 2003, Evaluation of Tsunami Risk to Southern California
Coastal Cities, The 2002 NEHRP Professional Fellowship Report, PF 2002-11, Earthquake Engineering
Research Institute.
7. Soil Mechanics Design Manual 7.1 (NAVFAC DM-7.1), 1982, Department of the Navy, Naval Facilities
Engineering Command, p. 347.
8. Foundation and Earth Structures Design Manual 7.2 (NAVFAC DM-7.2), 1982, Department of the Navy,
Naval Facilities Engineering Command.
9. Stewart, J.P., Whang, D.H., Moyneur, M., and Duku, P., 2004, Seismic Compression of As-Compacted
Fill Soils with Variable Level of Fines Content and Fines Plasticity, CUREE Publication No. EDA-05, 101p.
10. Tokimatsu, A.M. and Seed, H.B., 1987, Evaluation of Settlements in Sands Due to Earthquake Shaking,
Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 8, p. 861-878.
11. 2008 Interactive Deaggregations, Hazards Program, United States Geological Survey, website:
http:/eqint.cr.usgs.gov/deaggint/2008/dndez.php.
12. Krinitzsky, Ellis L., Gould, James P. and Edinger, Peter H., 1993, Fundamentals of Earthquake Resistant
Construction, John Wiley & Sons, Inc.
13. Minimum Design Loads for Buildings and Other Structures, 2016, American Society of Civil Engineers,
ASCE Standard 7-16.
14. Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary, 2019, published
by American Concrete Institute, Farmington Hill, MI, 623p.
15. Civil Engineering Pavements, Design Manual 5.4 (DM 5.4), 1979, Department of the Navy, Naval
Facilities Engineering Command, 60 pp.
16. California Geological Survey, Revised 1994, Fault Rupture Hazard Zones in California, Special
Publication 42.
ASSOCIATED SOILS ENGINEERING, INC. Project No.: 7160.23
2860 Walnut Avenue, Signal Hill CA 90755 January 23, 2024
Tel: (562) 426 -7990 * Fax: (562) 426 -1842
APPENDIX C - LIST OF REFERENCES - continued
17. Federal Emergency Management Agency, 2009, National Flood Insurance Program, Flood Insurance
Rate Map, Los Angeles County, California and Incorporated Areas, Map Number 06059C0277J,
effective date December 3.
18. Youd, T.L., and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996
NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils, Journal of
Geotechnical and Geo-Environmental Engineering, ASCE, Vol. 127, No. 4, p. 297-313.
19. Recommended Procedures for Implementation of DMG Special Publication 117: Guidelines for
Analyzing and Mitigating Liquefaction in California, 1999, Southern California Earthquake Center,
University of Southern California.
20. Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A.M., Wu, J., Pestana, J.M., Riemer, M.F., Sancio, R.B.,
Kayen, R.E., and Faris, A., 2003, Recent Advances in Soils Liquefaction Engineering: A Unified and
Consistent Framework, Keynote Presentation, 26th Annual ASCE Los Angeles Geotechnical Spring
Seminar.
21. Corrosion Guidelines, Version 3.2, May 2021, Published by California Department of Transportation
(Caltrans), 44p.
22. Bridge Design Specifications, September 2003, Published by California Department of Transportation
(Caltrans).
23. Cetin, K.O., Youd, L.T., Seed, R.B., Bray, J.D., Stewart, J.P., Durgunoglu, T.H., Lettis, W., and Yilmaz,
T.M., 2004, Liquefaction-induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey
Earthquake, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 12, p.
1300-1313.
24. Settlement Analysis, 1994, Technical Engineering and Design Guides as adapted from the US Army Corps
of Engineers, No. 9, published by American Society of Civil Engineers, New York, NY, p. 136.
25. Winterkorn, H.F., ad Fag, H.Y., 1976, Foundation Engineering Handbook: New York, NY, Van Nostrand
Reinhold, 751p.
26. Cao, T., Bryant, W.A. Rowshandel, B., Branum, D., and Wills, C.J., 2003, the Revised 2002 California
Probabilistic Seismic Hazard Maps, California Geological Survey.
27. Peterson, M.D., Bryant, W.A., Cramer, C.H., Cao, T., Reichle, M., Frankel, A.D., Lienkaemper, J.J.,
McCrory, P.A., and Schwartz, D.P., 1996, Probabilistic Seismic Hazard Assessment for the State of
California, California Department of Conservation, Division of Mines and Geology, Open-File Report
96-706.
28. Wood, N.J., Ratliff, J., and Peters, J., Community Exposure to Tsunami Hazards in California, 2013,
Scientific Investigations Report 2012-5222, published by U.S. Geological Survey.
SANTA ANA ZOO COMMUNITY HUB
BUILDINGS
BC 1 STRUCTURAL CALCULATION
KPFF JOB # 2300175
FEBRUARY 13, 2025
700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com
REGISTERED PROFESS IONAL ENGINEERRAMZI S . HODAL
I
STRUC T URALSTATE OF CAL IFORNIA
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
location
client
by
date
job no.
sheet no.SAZ
2300175
SANTA ANA, CA
LOC ARCHITECTS
02/13/2025
COMMENT
#28
RESPONSE
KPFF Consulting Engineers Project :
700 South Flower Street, Suite 2100 Job no. :
Los Angeles, CA 90017 Date :
(213) 418-0201 S4-1 (WEST)By :
A. OVERVIEW
B. ALLOWABLE STRESS DESIGN
B.1 WALL GEOMETRY AND TYPE
LENGTH, l =15.8 ft
HEIGHT, h =15.0 ft
OVT WALL LENGTH, l' = 14.9625 =0.95*L
Overstrength Factor, Ω0 =3
Wall Aspect Ratio, H / l =1.0
USE:
1.0
B.2 LOAD INPUT
LOAD TYPE
DEAD (D)LIVE ROOF (Lr)SNOW (S) WIND (W) SEISMIC (E)
F ---0 lb 6300 lb
P1 902 lb 752 lb -0 lb 0 lb
P2 1032 lb 860 lb ---Default Wall Weight =8 psf
P3 0 lb 0 lb -0 lb 0 lbw188 lb/ft 74 lb/ft 0 lb/ft --
w2 0 lb/ft 0 lb/ft 0 lb/ft --Additional Finish Weight =13 psf
B.3 WALL SHEATHING AND NAILING
Fastener Size:
Blocking Provided When Required?
SEISMIC WIND
Design Unit Shear =280 lb/ft 0 lb/ft
Wall Unit Shear Capacity =340 lb/ft 475 lb/ft
Wall Shear DCR =0.82 OK 0.00 OK
B.4 BOUNDARY ELEMENT (B.E.) AND HOLDOWN
B.4.1 BOUNDARY ELEMENT B.4.2 HOLDOWN
B.E. Species:Holdown Type:SIMPSON - HDU2-SDS2.5
B.E. Size:Anchor Bolt Diameter:5/8
B.E. Grade:Min. Wood Member Thickness:3
Strong Direction Un-braced Length
Weak Direction Un-braced Length City of Los Angeles Project?NO
Design Holdown Tension = 2198 lb
Holdown Capacity = 3075 lb
B.E. Compression = 5323 lb Holdown DCR =0.71 OK
B.E. Capacity = 9793 lb
B.E. Compression DCR =0.54 OK
B.5 SILL BOLT AND SILL PLATE
B.5.1 SILL BOLT B.5.2 SILL PLATE
Sill/Bottom Plate Thickness:2x Sill/Bottom Plate Thickness 2x
Sill Bolt Diameter:5/8
Sill Bolt Spacing:16 in Design Post Compression = 5323 lb
Sill Plate Bearing Capacity = 13320 lb
Design Unit Shear = 280 lb/ft Sill Plate DCR =0.40 OK
Sill Bolt Unit Shear Capacity = 1488 lb/bolt
Wall Shear DCR =0.25 OK
LIVE (L)
UNFACTORED LOADS
SAZ
OK
Non-Perforated Wood Shear Wall
Minimum Nominal Panel Thickness (in.):
Panel Edge Fastener Spacing (in.):
Stud Spacing:
15/32
6
16
A.1. This spreadsheet is intended for determining the designed parameters for a Non-Perforated Wood Shear Wall per 2019 CBC Section 2305.
Sheathing Material:
2019 CBC CHAPTER 23 (Section 2305)
Wood Structural Panels - Structural 1
NO
Douglas Fir-Larch
4x6
Select Structural
0.0 ft
Sheathing on Both Wall Faces?
BASIC LOAD COMBINATIONS (CBC 1605.3.1)
15.0 ft
10d
YES
0 lb/ft
0 lb
0 lb
0 lb
0 lb/ft
-
KPFF Consulting Engineers Project :
700 South Flower Street, Suite 2100 Job no. :
Los Angeles, CA 90017 Date :
(213) 418-0201 S4-1 (WEST)By :
SAZ
C. LOADING
C.1 LOAD INPUT
DEAD (D)LIVE ROOF (Lr)SNOW (S) WIND (W) SEISMIC (E)
F ---0 lb 6300 lb Default Wall Weight =8 psf
P1 902 lb 752 lb -0 lb 0 lb
P2 1032 lb 860 lb ---
P3 0 lb 0 lb -0 lb 0 lb Additional Finish Weight =13 lb
w1 88 lb/ft 74 lb/ft 0 lb/ft --
w2 0 lb/ft 0 lb/ft 0 lb/ft --
Load Combinations Considered
1) D+(0.6W or 0.7E)(EQ 16-12)
2) D+0.75(0.6W)+0.75L+0.75(Lr or S)(EQ 16-13)
3) D+0.75(0.7E)+0.75L+0.75S (EQ 16-14)
4) 0.6D+0.6W (EQ 16-15)
5) 0.6D+0.7E (EQ 16-16)
DEAD (D)LIVE ROOF (Lr)SNOW (S) WIND (W) SEISMIC (E)
F ---0 lb 4410 lb
P1 541 lb 0 lb ---
P2 619 lb 0 lb ---
P3 0 lb 0 lb - - -
w1 53 lb/ft 0 lb/ft 0 lb/ft --
w2 0 lb/ft 0 lb/ft 0 lb/ft --
C.2 DESIGN VALUES
DESIGN
VALUES
Wall Unit Shear =280 lb/ft
Sill Bolt Unit Shear =280 lb/ft
Overturning Moment =66150 lb-ft
Resisting Moment =55428 lb-ft
Holdown Tension =2198 lb
Overstrength Tension =6595 lb
Post Compression =5323 lb
0 lb
0 lb
5) 0.6D+0.7E
LOAD COMBO OF INTEREST:
DESIGN VALUES FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
280 lb/ft
280 lb/ft
33257 lb/ft
2198 lb/ft
6595 lb/ft
66150 lb/ft
1) D+(0.6W or 0.7E)
1) D+(0.6W or 0.7E)
1) D+(0.6W or 0.7E)
5) 0.6D+0.7E
5) 0.6D+0.7E
LOAD COMBO FOR DESIGN VALUE
1) D+(0.6W or 0.7E)
4962 lb/ft1) D+(0.6W or 0.7E)
BASIC LOAD COMBINATIONS (CBC 1605.3.1)
SERVICE LOADS
LOAD TYPE
LOAD TYPE
FACTORED LOADS BASED ON SELECTED LOAD COMBO OF INTEREST
LIVE (L)
-
0 lb
0 lb
0 lb/ft
0 lb/ft
0 lb
0 lb/ft
0 lb/ft
LIVE (L)
-
0 lb
KPFF Consulting Engineers Project :
700 South Flower Street, Suite 2100 Job no. :
Los Angeles, CA 90017 Date :
(213) 418-0201 S4-1 (WEST)By :
SAZ
D. DETAILED DESIGN INFORMATION
D.1 SHEAR WALL DESIGN DETAILS (AWC SDPWS 2015, Section 4.3)
SEISMIC WIND
Wall Unit Shear:280 lb/ft 0 lb/ft
=N/A
Aspect Ratio Factor
Wood Structural Panel =1
Structural Fiberboard =N/A
Wall Capacities SEISMIC WIND
Wall Nominal Unit Shear Capacity =680 lb/ft 950 lb/ft
Wall Design Unit Shear Capacity =340 lb/ft 475 lb/ft
Wall DCR =0.82 OK 0.00 OK
D.2 WALL POST AND HOLDDOWN DESIGN DETAIL
POST DESIGN
Design Post Compression =
5323 lb
B.E. Species:
Post Size:
2 in Fc =
9 in Emin =
1.00 c = 1.00
Post Grade:
Strong Direction Un-braced Length:
Weak Direction Un-braced Length:
Adjustment Factors:CD 1.6
CM 1.0
Ct 1.0
CF 1.1
Ci 1.0
Cp 0.2
Buckling Length Coefficients:
Strong-Direction, Ke1 =1.0
Weak-Direction, Ke2 =1.0
Post Capacity =9793 lb
Post Compression DCR =0.54 OK
HOLD DOWN DESIGN
Design Holdown Tension =
2198 lb
Hold Down Type:SIMPSON-
Holdown Capacity =3075 lb
Holdown DCR =0.71 OK
2198 lb/ft
HDU2-SDS2.5
Douglas Fir-Larch
DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
280 lb/ft
Actual Depth =
4x6
Actual Width =
DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
4962 lb/ft
620000 psi
1350 psi
Select Structural
15 ft
0 ft
DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
Unblocked Shear Wall Adjustment
YES
16
Wood Structural Panels - Structural 1
Stud Spacing:
Blocking Provided When Required?
Panel Edge Fastener Spacing (in.):
Sheathing Material:
Minimum Nominal Panel Thickness (in.):
6
15/32
10dFastener Size:
Fc Size Factor, CF =
KPFF Consulting Engineers Project :
700 South Flower Street, Suite 2100 Job no. :
Los Angeles, CA 90017 Date :
(213) 418-0201 S4-1 (WEST)By :
SAZ
D.3 SILL BOLT AND SILL PLATE DESIGN DETAILS
D.3.1 SILL BOLT DESIGN
Design Unit Shear =
Sill/Bottom Plate Thickness =
Sill Bolt Diameter =
Sill Bolt Spacing =
Adjustment Factors:CD 1.6
CM 1.0
Ct 1.0
Cg 1.0
CΔ 1.0
Ceg 1.0
Cdi 1.0
Ctn 1.0
Sill Bolt Capacity =1488 lb/bolt
Sill Bolt DCR =0.25 OK
D.3.2 SILL PLATE DESIGN
Design Post Compression =
Sill Plate Species =
=
Boundary Element Size =
Adjustment Factors:CM 1.0
Ct 1.0
Ci 1.0
Cb 1.1
Sill Plate Compression Capacity =13320 lb
Sill Plate Compression Capacity =0.40 OK
4x6
Douglas Fir-Larch
625 psi
DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
280 lb/ft
DESIGN VALUE FOR LOAD COMBO OF INTEREST : 5)
0.6D+0.7E
4962 lb/ft
0.625
16
5323 lb/ft
280 lb/ft
2x
Design Value: Compression Parallel to
Grain, Fc┴
KPFF Consulting Engineers Project :
700 South Flower Street, Suite 2100 Job no. :
Los Angeles, CA 90017 Date :
(213) 418-0201 S4-1 (WEST)By :
SAZ
D.4 Wall Deflections and Stiffness
D4.1 Wall Deflection (Per 2015 AWC-SDPWS, section 4.3.2)
Induced Unit Shear, v =280 lb/ft
Wall Height, h =15 ft
Wall Length, l =16 ft
Modulus of Elasticity of End Post, E =1900000 psi
Area of End Post Cross-Section, A =19.25 in^2
Wall Shear Stiffness, Ga =16 kip/in Accounts for nail slip and panel shear deformation as required per 2016 CBC
Total Vertical Elongation of Anchorage, Δa =0.09 in
δSW =0.359 in
Structural Fiberboard Sheathing?NO
Final δSW =0.359 in
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
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2300175
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LOC ARCHITECTS
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COMMENT
#31
RESPONSE
CITY OF SANTA ANA
Planning and Building Agency
n\Crcrrh.tc•uu•r
�`�� ,, jAjn�nmyed
TECHNICAL 13ULFi&*tNSSUANCE
TB 82.1 Octobf r 2023(Expires 10?2024:
This Joist® TJI$ Ceiling Joist Supporting Attic Load and Roof Th o"ad
Date:
The following information is intended to assist designers in the specification of TJI" for ceifingjoi t applications
supporting both attic load and roof thrust load, as prescribed in 2015/2018/2021 IRC Chapter 8. it is the responsibilit
of the designer of record to confirm the conditions of the ceiling joist to be within the limitations of the tables provided
in this document. For additional design information regarding TAR' joists. reference Trus Joistg Tll ° Joist Specifier's
Guide (TJ 40001.
Ceiling Joists Supporting Attic Load and Roof Thrust Load
Table 1 provides maximum clear spans for TJlx' ceiling joists supporting "uninhabitable attics with limited storage" or
-areas other than sleeping areas" as defined by 2015/2018/2021 IRC Table R301.5 and a roof thrust load based on
IRC prescribed connections between roof rafters and ceilingjoists. The nailing requirements for the rafter -to -ceiling joist
connection are given by 2015 IRC Table R802.5.1(9), 2018 IRC Table R802.5.2. and 2021 IRC Table R802.5.2(1).
Prior to fastening the rafter -to -ceiling joist connection, the TJIe joist must be reinforced to accommodate both the thrust
load and tapered end cut (see Trus Joist' TJl6 Rafter Cut/Thrust Load Reinforcement Detail). For ceiling joists
supporting only attic load, reference Trus Joist® TW11 Ceiling Joist Supporting Attic Load ITB-805). Design Live Load - 20 psi
TABLE 1: TJI" CEILING JOIST SUPPORTING ATTIC LOAD AND ROOF THRUST LOADj11213141 f Design Dead Load = 12 psi
Depth
Tll'
Maximum Clear Spanlsfl417181
20 PSF Live Load / 10 PSF Dead Load
40 PSF
Live Load / 10 PSF Dead Load
12" o.c.
16" o.c.
19.Z'r o.c.
24" o.c.
12" o.c.
16" o.c.
19.2" o.c.
24" o.c.
110
22'-3"
20'-1"
18'-11"
17'-6"
17'-6"
15'-10"
14'-10"
13-8"
9%"
210
23'-6"
2V.3"
20'-0"
18' 6"
18' 6"
16'-8"
15'-8"
14' 5'
230
24'-4"
22'-0"
20'-8"
19' 1"
19' 1
17'-3"
16'-2"
14'-11
11' e"
110
26'.7"
24'-1"
22'-6"
20'-1"
20%11'
18'-11"
17'-5"
15'-6
210
28'-l"
25'-5"
23'-10'
22'-0"
22' 1"
19'-11"
18'-8"
17'-0"
230
360
29'-0'
26'-3"
24'-8'
22'-9"
22'-9"
20'-7"
19'-4"
17'-10"
30' 10"
27' 11"
26' 2"
24' 3"
24' 3"
21' 11"
20' 6"
18,111,
560
35'-6"
32'-l"
30'-2'
27'-1It'
27'-11"
25'-2"
23'-7'
21'-10"
110
30' 3"
26'-10"
24'-5"
21'-9"
23' 10"
20'-9"
18' 11"
16-10"
14"
210
31'-11"
28'-11"
26'-10'
23'41"
25'-1"
22'-9"
20'-9"
18'-6"
230
32'-11"
29'-10"
28'-0"
25'-3"
25'-11"
23'-5"
21'-11"
19'-6"
360
35'-0"
31'-9"
29'-9"
2T-7"
27' 7"
24'41"
23'-4"
21'-5"
560
36'-01'
36'-0"
34'-3"
31'8"
3l'-8'
28'-7'
26-10"
24'-9"
16"
110
33'-2"
28'-8"
26'-1"
23'-3"
25'-8"
22'-2"
20'-2"
18'-0"
210
35' 5"
31'-5"
28'-8"
25'-7"
27'-10"
24'-4"
22'-2"
19'-9"
230
36'-0"i9'
33'-l"
30'-3"
27'-0'
28'-9"
25'-8"
23'-5"
20'-10"
360
36- 011
35' 2"
33' 0"
30' 6"
30' 6"
27' 7"
25' 10"
21' 5"
560
1 36-Ong:
36'-Ongl
36'-0-91
35'-1"
35'-1'
31'-8"
29'-9"
11) uniform bads ony
121 Roof thrust bad calculater::.awd on 30 PSF roof Ine%snow load and 10 PSF dead load
131 Roof pitch 6:12 to 12:12. Maximum roof overhang is 24'.
14) Struts or posts supporting roof framing or purtm lines must not be braced to foists.
151 Simple span ony
161 Minimum beanng length of 2%,i' end.
171 Total load deflection limited to L/240 and live bad deflection limited to L/360; assumed no composite action.
181 For UP 110. maximum on center spacing of bracing is 32" o c : for all other U - Joists. use 36' o c.
191 Maximum clear span limited by scope of IRC table
Page 1 of 2
700 South Flower StreetSuite 2100Los Angeles, CA 90027
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by
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sheet no.SAZ
2300175
SANTA ANA, CA
LOC ARCHITECTS
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COMMENT
#33
RESPONSE
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
location
client
by
date
job no.
sheet no.SAZ VD
2300175
SANTA ANA, CA
LOC ARCHITECTS
GRAVITY COMPOSITE BEAM DESIGN
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
location
client
by
date
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sheet no.SAZ
2300175
SANTA ANA, CA
LOC ARCHITECTS
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COMMENT
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RESPONSE
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
location
client
by
date
job no.
sheet no.SAZ VD
2300175
SANTA ANA, CA
LOC ARCHITECTS
GRAVITY COL DESIGN
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
location
client
by
date
job no.
sheet no.SAZ
2300175
SANTA ANA, CA
LOC ARCHITECTS
02/13/2025
COMMENT
#38
RESPONSE
Steel Beam
LIC# : KW-06018621, Build:20.24.10.30 KPFF (c) ENERCALC, LLC 1982-2025
DESCRIPTION:Elevator Guide rail Support
Project File: 20240410 santa ana zoo.ec6
Project Title:Santa Ana Zoo Community Hub Bldg
Engineer:MQ
Project ID:2300175
Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method :
ksi
Bending Axis :Minor Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :46.0 ksi
Beam Bracing :E: Modulus :29,000.0
Span = 13.0 ft
HSS10x6x1/4
1 2
L(1.60)
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight NOT internally calculated and addedLoad(s) for Span Number 1
Point Load : L = 1.60 k @ 6.50 ft, (Guide rail seismic reaction (weak axis))
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.175 : 1
Load Combination +1.60L
Span # where maximum occurs Span # 1
1.280 k
Mn * Phi : Allowable 47.623 k-ft Vn * Phi : Allowable
HSS10x6x1/4Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.60L
61.361 k
Section used for this span HSS10x6x1/4
Mu : Applied
Maximum Shear Stress Ratio =0.021 : 1
0.000 ft
8.320 k-ft Vu : Applied
0 <360
1570
Ratio =0 <180
Maximum Deflection
Max Downward Transient Deflection 0 in 0Ratio =<360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.099 in Ratio =>=180
Max Upward Total Deflection 0 in
n/a
n/a
Span: 1 : L Only
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios
M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length
Dsgn. L = 13.00 ft 1 0.000 52.91 47.62 1.00 1.00 -0.00 68.18 61.36
+1.60L
Dsgn. L = 13.00 ft 1 0.175 0.021 8.32 8.32 52.91 47.62 1.32 1.00 1.28 68.18 61.36
+0.50L
Dsgn. L = 13.00 ft 1 0.055 0.007 2.60 2.60 52.91 47.62 1.32 1.00 0.40 68.18 61.36
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
L Only 1 0.0994 6.500 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.800 0.800
Max Upward from Load Combinations 0.600 0.600
Max Upward from Load Cases 0.800 0.800
L Only 0.800 0.800
+0.750L 0.600 0.600
< 1/8"
MAX
Steel Beam
LIC# : KW-06018621, Build:20.24.10.30 KPFF (c) ENERCALC, LLC 1982-2025
DESCRIPTION:Elevator Hoist Beam
Project File: 20240410 santa ana zoo.ec6
Project Title:Santa Ana Zoo Community Hub Bldg
Engineer:MQ
Project ID:2300175
Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method :
ksi
Bending Axis :Major Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :50.0 ksi
Beam Bracing :E: Modulus :29,000.0
Span = 8.330 ft
W8x28
1 2
L(7.50)
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight calculated and added to loadingLoad(s) for Span Number 1
Point Load : L = 7.50 k @ 4.170 ft
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.248 : 1
Load Combination +1.20D+1.60L
Span # where maximum occurs Span # 1
6.147 k
Mn * Phi : Allowable 102.000 k-ft Vn * Phi : Allowable
W8x28Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.20D+1.60L
68.913 k
Section used for this span W8x28
Mu : Applied
Maximum Shear Stress Ratio =0.089 : 1
8.330 ft
25.251 k-ft Vu : Applied
0 <1,667
1778
Ratio =0 <240.0
Maximum Deflection
Max Downward Transient Deflection 0.055 in 1,812Ratio =>=1,66
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.056 in Ratio =>=240.
Max Upward Total Deflection 0 in
Span: 1 : L Only
n/a
Span: 1 : +D+L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios
M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length
+1.40D
Dsgn. L = 8.33 ft 1 0.003 0.002 0.34 0.34 113.33 102.00 1.14 1.00 0.16 68.91 68.91
+1.20D+1.60L
Dsgn. L = 8.33 ft 1 0.248 0.089 25.25 25.25 113.33 102.00 1.31 1.00 6.15 68.91 68.91
+1.20D+0.50L
Dsgn. L = 8.33 ft 1 0.079 0.029 8.09 8.09 113.33 102.00 1.31 1.00 2.02 68.91 68.91
+1.20D
Dsgn. L = 8.33 ft 1 0.003 0.002 0.29 0.29 113.33 102.00 1.14 1.00 0.14 68.91 68.91
+0.90D
Dsgn. L = 8.33 ft 1 0.002 0.002 0.22 0.22 113.33 102.00 1.14 1.00 0.10 68.91 68.91
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.0562 4.189 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.862 3.871
Max Upward from Load Combinations 3.862 3.871
Max Upward from Load Cases 3.745 3.755
D Only 0.117 0.117
+D+L 3.862 3.871
+D+0.750L 2.926 2.932
Steel Beam
LIC# : KW-06018621, Build:20.24.10.30 KPFF (c) ENERCALC, LLC 1982-2025
DESCRIPTION:Elevator Hoist Beam
Project File: 20240410 santa ana zoo.ec6
Project Title:Santa Ana Zoo Community Hub Bldg
Engineer:MQ
Project ID:2300175
Project Descr:
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
+0.60D 0.070 0.070
L Only 3.745 3.755
700 South Flower StreetSuite 2100Los Angeles, CA 90027
project
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OPERABLE
PARTITION
SUPPORT
Steel Beam
LIC# : KW-06018621, Build:20.24.10.30 KPFF (c) ENERCALC, LLC 1982-2025
DESCRIPTION:Partition Support
Project File: 20240410 Santa Ana Zoo.ec6
Project Title:Santa Ana Zoo Community Hub Bldg
Engineer:MQ
Project ID:2300175
Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method :
ksi
Bending Axis :Major Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :50.0 ksi
Beam Bracing :E: Modulus :29,000.0
Span = 36.0 ft
W10x45
1 2
D(0.130)
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight calculated and added to loading
Uniform Load : D = 0.130 k/ft, Tributary Width = 1.0 ft
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.376 : 1
Load Combination +1.40D
Span # where maximum occurs Span # 1
4.410 k
Mn * Phi : Allowable 105.430 k-ft Vn * Phi : Allowable
W10x45Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.40D
106.050 k
Section used for this span W10x45
Mu : Applied
Maximum Shear Stress Ratio =0.042 : 1
0.000 ft
39.690 k-ft Vu : Applied
0 <360
468
Ratio =0 <240.0
Maximum Deflection
Max Downward Transient Deflection 0 in 0Ratio =<360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.924 in Ratio =>=240.
Max Upward Total Deflection 0 in
n/a
n/a
Span: 1 : D Only
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios
M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length
+1.40D
Dsgn. L = 36.00 ft 1 0.376 0.042 39.69 39.69 117.14 105.43 1.14 1.00 4.41 106.05 106.05
+1.20D
Dsgn. L = 36.00 ft 1 0.323 0.036 34.02 34.02 117.14 105.43 1.14 1.00 3.78 106.05 106.05
+0.90D
Dsgn. L = 36.00 ft 1 0.242 0.027 25.52 25.52 117.14 105.43 1.14 1.00 2.84 106.05 106.05
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.9238 18.103 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.150 3.150
Max Upward from Load Combinations 1.890 1.890
Max Upward from Load Cases 3.150 3.150
D Only 3.150 3.150
+0.60D 1.890 1.890
=10.5 PSF(12')
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Project Designer:
Report Prepared by:
Job Number:
Date:
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC – www.energysoft.com.
Santa Ana Zoo -Building A
11041 Santa Monica Blvd #509
3203 East 4th Street
Los Angeles, CA 90063
LOC ARCHITECTS
SF Engineering
213-537-0480
Santa Ana, CA 92701
10/17/2024
24616
Los Angeles, CA 90025
310-386-2400
1801 E Chestnut Avenue
TABLE OF CONTENTS
3
1
Table of Contents 2
Form NRCC-PLB-E Domestic Water Heating System 19
Form NRCC/LMCC-PRF-E Certificate of Compliance
Cover Page
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:31:24
Compliance ID: EnergyPro-1339-1024-0063
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 1 of 16)
Project Name: Santa Ana Zoo -Building A Date Prepared: 2024-10-17
A. General Information
1 Project Name Santa Ana Zoo -Building A
2 Run Title Title 24 Analysis
3 Project Location 1801 E Chestnut Avenue
4 City Santa Ana 5 Standards Version Compliance 2022
6 Zip code 92701 7 Compliance Software (version)EnergyPro 9.3
8 Climate Zone 8 9 Building Orientation (deg)0
10 Building Type(s)• Nonresidential 11 Weather File COSTA-MESA-WAYNE_STYP20.epw
12 Project Scope • New envelope and mechanical 13 Number of Dwelling Units 0
14 Total Conditioned Floor Area in
Scope (ft2)2400 15 Total # of hotel/motel rooms 0
16 Total Unconditioned Floor
Area (ft2)0 17 Fuel Type Natural gas
18 Nonresidential Conditioned
Floor Area 2400 19 Total # of Stories (Habitable
Above Grade)1
20 Residential Conditioned Floor
Area 0
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 2 of 16)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:31:24
Compliance ID: EnergyPro-1339-1024-0063
B. PROJECT SUMMARY
Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the
permit application.
Building Components Complying via Performance Building Components Complying Prescriptively
Envelope (See Table G)
Nonres Performance Solar Thermal Water
Heating (See Table I3)
Performance The following building components are ONLY eligible for prescriptive compliance
and should be documented on the NRCC form listed if within the scope of the
permit application (i.e. compliance will not be shown on the NRCC-PRF-E).MultiFam Not Included Not Included
Mechanical (See Table H)
Nonres Performance Covered Process:
Commercial Kitchens (see
Table J)
Performance Indoor Lighting (Unconditioned) 140.6 &
170.2(e)
NRCC-LTI-E is
required
MultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)NRCC-LTO-E is
required
Domestic Hot Water (See
Table I)
Nonres Performance Covered Process:
Laboratory Exhaust (see
Table J)
Performance Sign Lighting 140.8 & 170.2(e)NRCC-LTS-E is
required
MultiFam Not Included Not Included Building Components Complying with Mandatory Measures
Lighting (Indoor Conditioned,
see Table K)
Nonres Not Included
Photovoltaics (see Table
F)
Performance
Electrical power systems, commissioning, solar ready, elevator and
escalator requirements are mandatory and should be documented
on the NRCC form listed if applicable (i.e. compliance will not be
shown on the NRCC-PRF-E.)
MultiFam Not Included Not Included Electrical Power Distribution 110.11 NRCC-ELC-E is
required
Battery (see Table F)
Performance Commissioning 120.8 NRCC-CXR-E is
required
Not Included Solar and Battery 110.10 NRCC-SAB-E is
required
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 3 of 16)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:31:24
Compliance ID: EnergyPro-1339-1024-0063
C1. COMPLIANCE SUMMARY
COMPLIES3
Time Dependent Valuaton (TDV)Source Energy Use
Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)
Standard Design 335.47 217.21 21.51
Proposed Design 230.09 196.78 15.97
Compliance Margins 105.38 20.43 5.54
Pass Pass Pass
1 Efficiency measures include improvements like a better building envelope and more efficient equipment
2 Compliance Totals include efficiency, photovoltaics and batteries
3 New Construction, Complete Addition Scope: Building complies when all efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits
are not exceeded
Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 4 of 16)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:31:24
Compliance ID: EnergyPro-1339-1024-0063
C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr)
COMPLIES2
Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1
Space Heating 0.42 14.8 -14.38
Space Cooling 88.82 85.07 3.75
Indoor Fans 168.14 54.42 113.72
Heat Rejection 0 0 0
Pumps & Misc.0 0 0
Domestic Hot Water 7.53 5.24 2.29
Indoor Lighting 70.56 70.56 0
Flexibility ---------
EFFICIENCY COMPLIANCE TOTAL 335.47 230.09 105.38 (31.4%)
Photovoltaics -117.99 -33.31 -84.68
Batteries -0.27 ----0.27
TOTAL COMPLIANCE 217.21 196.78 20.43 (9.4%)
1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 5 of 16)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:31:24
Compliance ID: EnergyPro-1339-1024-0063
C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1
Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1
Receptacle 108.29 108.29 ---
Process ---------
Other Ltg ---------
Process Motors ---------
TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)325.5 305.07 20.43 (6.3%)
1 Notes: This table is not used for Energy Code Compliance.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 6 of 16)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
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Compliance ID: EnergyPro-1339-1024-0063
C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr)
COMPLIES2
Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1
Space Heating 0.13 2.19 -2.06
Space Cooling 3.84 3.4 0.44
Indoor Fans 14.89 4.82 10.07
Heat Rejection 0 0 0
Pumps & Misc.0 0 0
Domestic Hot Water 0.72 0.47 0.25
Indoor Lighting 6.27 6.27 0
Flexibility ---------
EFFICIENCY COMPLIANCE TOTAL 25.85 17.15 8.7 (33.7%)
Photovoltaics -4.23 -1.18 -3.05
Batteries -0.11 ----0.11
TOTAL COMPLIANCE 21.51 15.97 5.54 (25.8%)
1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 7 of 16)
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C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1
Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1
Receptacle 9.56 9.56 ---
Process ---------
Other Ltg ---------
Process Motors ---------
TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)31.07 25.53 5.54 (17.8%)
1 Notes: This table is not used for Energy Code Compliance.
C6. 'ABOVE CODE' QUALIFICATIONS
This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
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C7. ENERGY USE SUMMARY
Energy Component Standard Design Site
(MWh)
Proposed Design Site
(MWh)
Margin
(MWh)
Standard Design Site
(MBtu)
Proposed Design Site
(MBtu)
Margin
(MBtu)
Space Heating ---1.2 ---0.3 ------
Space Cooling 5.8 5.3 0.5 ---------
Indoor Fans 14.4 4.7 9.7 ---------
Heat Rejection ------------------
Pumps & Misc.------------------
Domestic Hot Water 0.7 0.5 0.2 ---------
Indoor Lighting 6 6 0 ---------
Flexibility ------------------
EFFICIENCY TOTAL 26.9 17.7 9.2 0.3 0 0.3
Photovoltaics -12.5 -3.5 -9 ---------
Batteries 0 ---------------
ENERGY USE SUBTOTAL 14.4 14.2 0.2 0.3 0 0.3
Receptacle 9.2 9.2 0 ---------
Process ------------------
Other Ltg ------------------
Process Motors ------------------
ENERGY USE TOTAL 23.6 23.4 0.2 0.3 0 0.3
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
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C8. ENERGY USE INTENSITY (EUI)
Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage
GROSS EUI1 51.45 38.24 13.21 25.68
NET EUI1 33.68 33.27 0.41 1.22
1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area.
D1. EXCEPTIONAL CONDITIONS
• The aged solar reflectance and aged thermal emittance must be listed in the Cool Roof Rating Council database of certified products. For projects where initial reflectance is
used, the initial reflectance must be listed, and the aged reflectance is calculated by the software program and used in the compliance model.
• The project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylighting controls and assumes the prescriptive Secondary
Daylit Control requirements are met. PRESCRIPTIVE COMPLIANCE documentation (form NRCC-LTI-02-E) for the requirements of section 140.6(d) Automatic Daylighting Controls
in Secondary Daylit Zones is required.
• PV/Battery Building Type has been modified from software defaults for one or more spaces. Review project’s PV/Battery Building Type(s) with documentation author. Refer to
Energy Code section 140.10 for Nonresidential or 170.2(g) for more information.
E4. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.
Standard Building (Compliance)
F1. REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System
Size (kWdc)Exception1 Module Type Array Type Power
Electronics CFI Azimuth
(deg)Tilt Input Array Angle
(deg)Tilt: (x in 12)Inverter Eff.
(%)
Annual Solar
Access (%)
2 Standard
(14-17%)Fixed none false 180 Degrees 22 4.85 96 100
1See Table D1 for any PV exceptions used.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 10 of 16)
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F1B. PV BATTERY BUILDING TYPE(S)
01 02 03
Building Occupancy Type*(From Table 140.10-A/B and 170.2-U/V)Conditioned Floor Area (ft2)Unconditioned Floor Area (ft2)
Grocery 0 0
High-Rise Multifamily 0 0
Office, Financial Institutions, Unleased Tenant Space 2400 0
Retail 0 0
School 0 0
Warehouse 0 0
Auditorium, Convention Center, Hotel/Motel, Library, Medical Office Building/Clinic, Restaurant, Theater 0 0
None 0 0
*Building Occupancy Types are defined in Section 100.1 of the Energy Code
G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only)
01 02 03 04
Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%)
North-Facing1 1216 50 4.11
East-Facing2 518 0 0
South-Facing3 888 265.5 29.9
West-Facing4 518 240 46.33
Total 3140 555.5 17.69
Roof 2400 0 0
Notes
1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW),
2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE),
3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE),
4West-Facing is oriented to within 45 degrees of true west, including 45 00'00" north of west (NW), but excluding 45 00'00" south of west (SW),
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 11 of 16)
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G2A. ROOFING PRODUCT SUMMARY (NONRESIDENTIAL)
01 02 03 04 05 06
Assembly Name Roof Pitch Roof Rise (x in 12)Aged Solar Reflectance Thermal Emittance SRI
R-30 Roof13 LowSlope N/A 0.53 0.88 N/A
G4. NONRESIDENTIAL AIR BARRIER
01 02
Building Story Name Air Barrier
Com-Floor 1 No air barrier
G5. OPAQUE SURFACE ASSEMBLY SUMMARY
01 02 03 04 05 06 07 08 09 10
Surface Name Construction
Type Area (ft2)Framing
Type
Cavity
R-Value
Continuous R-Value
Units Value Description of Assembly Layers Status1
Interior Exterior
Metal frame
2x8 wall - 248 Exterior Wall 3,140 Metal 22 N/A N/A U-factor 0.149
Stucco - 7/8 in.
Vapor permeable felt - 1/8 in.
Composite-1
Gypsum Board - 1/2 in.
N
R-30 Roof13 Roof 2,400 N/A 30 N/A N/A U-factor 0.072 Metal Standing Seam - 1/16 in.
Composite-2 N
Slab On
Grade23
Underground
Floor 2,400 N/A 0 N/A N/A F-factor 0.73
Slab Type =Unheated slab on grade
Insulation Orientation =None
Insulation R-Value =none
N
1 Status: N - New, A - Altered, E - Existing
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 12 of 16)
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G7A. FENESTRATION ASSEMBLY SUMMARY (NONRESIDENTIAL)
01 02 03 04 05 06 07 08 09
Fenestration
Assembly Name Fenestration Type/ Product Type / Frame Type Certification
Method1 Assembly Method Area
(ft2)
Overall
U-factor Overall SHGC Overall VT Status2
Dual glazing Low E
glass
Vertical fenestration
Fixed window
N/A
NFRC Manufactured 555.5 0.36 0.25 0.5 N
1 Notes: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG)
values are for the glass-only, determined by the manufacturer, and are shown for ease of verification. Site-built fenestration values are calculated per Nonresidential Appendix
NA6 and are used in the analysis.
2 Status: N - New, A - Altered, E - Existing
G8. OVERHANG DETAILS
01 02 03 04 05 06 07
Fenestration Tag/ ID Azimuth Depth (ft)Height from Top of Sill to
Overhang (ft)Right Extent (ft)Left Extent (ft)Flap Height
Window15 180 8 7.1 8 8 N/A
Window16 180 8 7.1 8 8 N/A
Window17 180 8 7.1 8 8 N/A
Window18 180 8 7.1 8 8 N/A
Window19 180 8 7.1 8 8 N/A
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 13 of 16)
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H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.)
01 02 03 04 05 06 07 08 09 10 11 12
Equipment Name Equipment Type Qty
Heating Cooling
Economizer
Type (if
present)
Status1Total
Heating
Output
(kBtu/h)
Supp Heat
Output
(kBtu/h)
Efficiency
Unit Efficiency
Total
Cooling
Output
(kBtu/h)
Efficiency
Unit Efficiency
Multipurpose
room
Variable
Refrigerant Flow 1 216 N/A COP 3.55 192 EER 11.8 N/A N
1 Status: N - New, A - Altered, E - Existing
H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12 13
Name or Item Tag Qty Design OA
CFM
Supply Fan Return / Relief Fan
Status1
CFM Power Power Units Control Fan Type CFM Power Power Units Control
2-Multipurpose
room-VRF 2 600 2,543 0.46 BHP Constant Vol N/A N/A N/A N/A N/A N
1 Status: N - New, A - Altered, E - Existing
H8. SYSTEM SPECIAL FEATURES
01 02 03 04
System Name Equipment Type Interlocks per 140.4(n)1 Other Special Features and Controls
Multipurpose room Variable Refrigerant Flow N/A Heat Recovery
Plant - DHW1 - SHW Service Hot Water N/A Fixed Temperature Control
Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the
NRCC-MCH-E.
1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 14 of 16)
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H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION
01 02 03 04 05 06 07
Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor
Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM
1-Multipurpose room General -
Conference/meeting 80 1200 0 2400 N/A
H11. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12
System ID System Type Qty
Rated Capacity (kBtuh)Airflow (cfm)Fan
VSD
Heating Cooling Design MIn.Min. Ratio Power Power
Units Cycles
2-Multipurpose room-VRF Variable Refrigerant Flow 2 108 96 2,543 N/A N/A 0.46 BHP Continuous
I1. WATER HEATER EQUIPMENT SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Heater Element
Type Tank Type Qty
Tank
Vol
(gal)
Rated
Input
Rated
Input
Unit
Efficiency Efficiency
Unit
Tank
Insulation
R-value
Int/Ext
Standby
Loss
Fraction
1st Hr.
Rating or
Flow Rate
(gal)
Heat
Pump
Type
Tank Location or
Ambient
Condition
Instantaneous
Electric2 Electricity Instantaneous 1 1 2.3 kW 0.98 UEF N/A N/A 8 N/A N/A
L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained
and provided to the building inspector during construction and can be found online
Building Component Form/Title
Envelope NRCI-ENV-01-E - Must be submitted for all buildings
Envelope NRCI-ENV-E - Envelope (for all buildings)
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 15 of 16)
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L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained
and provided to the building inspector during construction and can be found online
Building Component Form/Title
Mechanical NRCI-MCH-01-E - Must be submitted for all buildings
Mechanical NRCI-MCH-E - For all buildings with Mechanical Systems
Plumbing NRCI-PLB-01-E - Must be submitted for all buildings
Plumbing NRCI-PLB-E - For all buildings with Plumbing Systems
NRCI-SAB-E - Solar Water Heating, PV and Battery Storage Systems
M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided
to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP).
Building Component Form/Title & System Name(s)
Envelope NRCA-ENV-02-F - NRFC label verification for fenestration
N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION
Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained
and provided to the building inspector during construction and can be found online
There are no Certificates of Verification applicable to this project
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 16 of 16)
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Documentation Author's Declaration Statement
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Signature Date:Company: SF Engineering
Address: 11041 Santa Monica Blvd #509 CEA/HERS Certification Identification (if applicable):
City/State/Zip: Los Angeles, CA 90025 Phone: 310-386-2400
Responsible Person's Declaration statement
I certify the following under penalty of perjury, under the laws of the State of California:
1.The information provided on this Certificate of Compliance is true and correct.
2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of
Compliance (responsible designer)
3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this
Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable
compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to
the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement.
6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at
occupancy, and I will take the necessary steps to accomplish these requirements.
Responsible Designer Name:Responsible Designer Signature:
Company: LOC ARCHITECTS
Address: 3203 East 4th Street Date Signed:
City/State/Zip: Los Angeles, CA 90063 License #:
Phone: 213-537-0480 Title:Scope:
Responsible Designer Name: Shahram Farzan Responsible Designer Signature:
Company: SF Engineering
Address: 11041 Santa Monica Blvd, Suite 509 Date Signed:
City/State/Zip: Los Angeles, CA 90025 License #: M-24912
Phone: (310) 386-2400 Title:Scope:
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
This document is used to demonstrate compliance for nonresidential occupancies with requirements in 110.1, 110.3, 120.3, and 140.5, and with requirements in 141.0 for additions and
alterations, for domestic water heating scopes using the prescriptive path. For high-rise residential and hotel/motel occupancies compliance is demonstrated with requirements in
110.1, 110.3, 160.4 and 170.2(d), and with requirements 180.1 for additions and 180.2 for alterations.
Project Name: Santa Ana Zoo -Building A Report Page: (Page 1 of 6)
Project Address: 1801 E Chestnut Avenue Date Prepared: 10/17/2024
A. GENERAL INFORMATION
01 Project Location (city)Santa Ana 02 Climate Zone 8
03 Occupancy Types Within Project (select all that apply):
● All Other Occupancies
B. PROJECT SCOPE
This table includes domestic water heating systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive paths outlined in 140./
170.2(d) and 141.0(a)/ 180.1, or 141.0(b)2N / 180.2 for additions or alterations. Solar water heating systems are documented on the NRCC-SAB compliance document. Combined
hydronic water heating systems are documented on the NRCC-MCH compliance document.
01 02 03
My project consists of (check all that apply):System Type1,2 System Components
New system (DHW system being installed for the first time)Individual System (serving nonresidential spaces)Equipment Distribution Controls
System Alteration (equipment, distribution or controls)Equipment Distribution Controls
1FOOTNOTES: Point of use water heaters, or other non-central systems used to serve nonresidential spaces, are considered individual systems.
2 Dwelling units refers to hotel/motel guest rooms and units in a multifamily residential occupancy.
3 DHW systems serving 2 or more dwelling units are considered "Central Systems" for multifamily occupancies
C. COMPLIANCE RESULTS
Table C will indicate if the project data input into the compliance document is compliant with water heating requirements. If this table says "DOES NOT COMPLY" or "COMPLIES with
Exceptional Conditions" refer to Table D. or the table indicated as not compliant for guidance.
01 02 03 04
Domestic Hot Water Equipment Distribution Systems Controls Compliance ResultsTable F Table G Table H
Yes Yes Yes COMPLIES
D. EXCEPTIONAL CONDITIONS
This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building A Report Page: (Page 2 of 6)
Date Prepared: 10/17/2024
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Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
E. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.
F. DOMESTIC HOT WATER EQUIPMENT
This table is used to demonstrate compliance with mandatory equipment requirements in 110.1 and 110.3. Compliance with prescriptive requirements in 140.5(c) / 170.2(d) must also
be demonstrated and with 141.0 / 180.1/ 180.2 for addition and alteration scopes.
Equipment Schedule: Water Heating Efficiency and Standby Loss
03 04 05 06
System
Name
Instantaneous
Electric
Exception to 140.5(c)/
170.2(d)3
Gas Service
Water Heating
System >=
1MMBtu/h1
Capacity-weighted
Average Efficiency %
07 08 09 10 11 12 13 14 15
Name or
Item Tag Equipment Type Volume
(gal)
Rated Input
Capacity
(Btu/h)
Max GPM/ First
Hour Rating
(FHR)
Rated
Efficiency
Minimum
Efficiency
Required
Efficiency Unit Designed Standby Loss Maximum Standby
Loss
Instantan
eous
Electric
Consumer Rated
Electric
Instantaneous (
<=12kW)
1 7,850 FHR >=75 0.98 0.92 UEF
1FOOTNOTE: In systems >= 1MMBtu/h with multiple units, gas water heaters with input capacity > 100,000 Btu/h may meet 90% Et requirements via an input capacity-weighted
average.
Water Heating Equipment All Occupancies
Yes No Not
Applicable Requirement
18 Unfired storage tank insulation shall have Internal + External >=R-16 OR External >=R-3.5. Label required per 110.3(c)3
19 New state buildings 60% of energy for service water heating from site solar energy or recovered energy per 110.3(c)5
20 Isolation valves for instantaneous water heater with input rating >6.8 kBTUH or 2 kW has been specified per 110.3(c)6
21 School buildings < 25,000 ft2 and < 4 stories must install a heat pump water heating system per 140.5(a)1. Water heating
systems serving an individual bathroom space may be an instantaneous electric water heater.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building A Report Page: (Page 3 of 6)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
G. DOMESTIC HOT WATER DISTRIBUTION SYSTEM
This table is used to demonstrate compliance for nonresidential occupancies with distribution requirements in 120.3 and 140.5. For multifamily and hotel/motel occupancies,
compliance is demonstrated with requirements 110.3(c), 160.4, 170.2(d).
Mandatory Pipe Insulation All Occupancies
13
For systems serving dwelling units, pipe insulation must meet the minimum insulation requirements in Table 160.4-A (see blow) except:
•Piping that penetrates framing members shall not be required to have pipe insulation for the distance of the framing penetration. Piping that
penetrates metal framing shall use grommets, plugs, wrapping or other insulating material to assure that no contact is made with the metal framing.
Insulation shall abut securely against all framing members
•Piping installed in interior or exterior walls shall not be required to have pipe insulation if all of the requirements are met for compliance with Quality
Insulation Installation (QII) as specified in the Reference Residential Appendix RA3.5.
•Piping surrounded with a minimum of 1 inch of wall insulation, 2 inches of crawlspace insulation, or 4 inches of attic insulation, shall not be required to
have pipe insulation.
14
For systems serving nonresidential spaces, pipe insulation for the following applications is specified to comply with Table 120.3-A (see below) per 120.3:
•Recirculating system piping, including supply and return piping of the water heater
•The first 8 ft of hot and cold outlet piping, including between storage tank and heat trap, for a nonrecirculating storage system
•Pipes that are externally heated
15
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall
be installed with a cover suitable for outdoor service per 120.3(b) / 160.4(f). Pipe insulation buried below grade must be installed in a water proof and
non-crushable casing or sleeve.
TABLE 120.3-A / 160.4-A PIPE INSULATION THICKNESS
Fluid Temperature Range ( °F)
Conductivity
Range (Btu-in
per hour per ft2
per °F)
Insulation Mean Rating Temp (
°F)
Nominal Pipe Diameter (in)
< 1 1 to < 1.5 1.5 to < 4 1.5 to < 4 Multifamily &
Hotel/Motel
Minimum Insulation Required
105-140 0.22 - 0.28 100 1.0 in or R-7.7 1.5 in or R-12.5 1.5 in or R-11 2.0 in or R-16
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building A Report Page: (Page 4 of 6)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
H. DOMESTIC HOT WATER CONTROLS
This table is used to demonstrate compliance with control requirements in 110.3 for all occupancies. For multifamily residential and hotel/motel occupancies, compliance is also
demonstrated with requirements in 160.4(e) / 170.2(d).
Yes No Not
Applicable Requirement
01 Construction documents require manufacturer certification that service water-heating systems are equipped with automatic
temperature controls capable of adjusting temperature settings per 110.3(a).
02 Systems with capacity > 167,000 BTUH equipped with outlet temperature controls per 110.3(c)1 unless covered by California
Plumbing Code 613.0.
03 Controls for circulating pumps or electrical heat trace systems are capable of automatically turning off the system per
§110.3(c)2 unless systems serves healthcare facility.
04 For recirculation systems serving multiple dwelling units, design includes automatic pump controls per 170.2(d) or 180.1(b)3 for
additions.
05 For recirculation systems serving individual dwelling units, design includes manual on/off controls as specified in Reference
Appendix RA4.4.9 per 170.2(d).
06
Combustion air positive shut-off shall be provided per 160.4(3).on all newly installed commercial boilers as follows:
•Boilers with input capacity >= 2.5 MMBtu/h, in which the boiler is designed to operate with a nonpositive vent static
pressure
•Boilers where one stack serves two or more boilers with a total combined input capacity per stack of 2.5 MMBtu/h.
07
Boiler combustion air fans with motor >= 10 hp shall meet one of the following
•The fan motor shall be driven by a variable speed drive OR
•The fan motor shall include controls that limit the fan motor demand to <=30% of the total design wattage at 50% of the
design air volume.
08
Newly installed boilers with an input capacity {d:gte/] 5MMBtu/h and a steady state full-load combustion efficiency < 90% shall
maintain excess (stack-gas) oxygen concentrations <= 5% by volume on a dry basis over firing rates of 20-100%. Combustion air
volume shall be controlled with respect to firing rate or flue gas oxygen concentration. Use of a common gas and combustion air
control linkage or jack shaft is prohibited.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building A Report Page: (Page 5 of 6)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
I. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.
Additional Remarks. These documents must be provided to the building inspector during construction and can be found online
Form/Title
NRCI-PLB-E - Must be submitted for all buildings
J. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no forms required for this project.
K. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION
There are no forms required for this project.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building A Report Page: (Page 6 of 6)
Project Address: 1801 E Chestnut Avenue Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0115
Report Generated: 2024-10-17 11:32:11
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:
SF Engineering
Signature Date:
2024-10-17
Address:
11041 Santa Monica Blvd #509
CEA/ HERS Certification Identification (if applicable):
City/State/Zip:
Los Angeles CA 90025
Phone:
310-386-2400
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.The information provided on this Certificate of Compliance is true and correct.
2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer)
3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements
of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations,
plans and specifications submitted to the enforcement agency for approval with this building permit application.
5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable
inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy.
Responsible Designer Name:
Shahram Farzan
Responsible Designer Signature:
Company:
SF Engineering
Date Signed:
2024-10-17
Address:
11041 Santa Monica Blvd, Suite 509
License:
M-24912
City/State/Zip:
Los Angeles CA 90025
Phone:
(310) 386-2400
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Project Designer:
Report Prepared by:
Job Number:
Date:
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC – www.energysoft.com.
Santa Ana Zoo -Building B
11041 Santa Monica Blvd #509
3203 East 4th Street
Los Angeles, CA 90063
LOC ARCHITECTS
SF Engineering
213-537-0480
Santa Ana, CA 92701
10/17/2024
24616
Los Angeles, CA 90025
310-386-2400
1801 E Chestnut Avenue
TABLE OF CONTENTS
3
1
Table of Contents 2
Form NRCC-PLB-E Domestic Water Heating System 22
Form NRCC/LMCC-PRF-E Certificate of Compliance
Cover Page
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 1 of 19)
Project Name: Santa Ana Zoo -Building B Date Prepared: 2024-10-17
A. General Information
1 Project Name Santa Ana Zoo -Building B
2 Run Title Title 24 Analysis
3 Project Location 1801 E Chestnut Avenue
4 City Santa Ana 5 Standards Version Compliance 2022
6 Zip code 92701 7 Compliance Software (version)EnergyPro 9.3
8 Climate Zone 8 9 Building Orientation (deg)0
10 Building Type(s)• Nonresidential 11 Weather File COSTA-MESA-WAYNE_STYP20.epw
12 Project Scope • New envelope and mechanical 13 Number of Dwelling Units 0
14 Total Conditioned Floor Area in
Scope (ft2)5602 15 Total # of hotel/motel rooms 0
16 Total Unconditioned Floor
Area (ft2)0 17 Fuel Type Natural gas
18 Nonresidential Conditioned
Floor Area 5602 19 Total # of Stories (Habitable
Above Grade)2
20 Residential Conditioned Floor
Area 0
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 2 of 19)
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B. PROJECT SUMMARY
Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the
permit application.
Building Components Complying via Performance Building Components Complying Prescriptively
Envelope (See Table G)
Nonres Performance Solar Thermal Water
Heating (See Table I3)
Performance The following building components are ONLY eligible for prescriptive compliance
and should be documented on the NRCC form listed if within the scope of the
permit application (i.e. compliance will not be shown on the NRCC-PRF-E).MultiFam Not Included Not Included
Mechanical (See Table H)
Nonres Performance Covered Process:
Commercial Kitchens (see
Table J)
Performance Indoor Lighting (Unconditioned) 140.6 &
170.2(e)
NRCC-LTI-E is
required
MultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)NRCC-LTO-E is
required
Domestic Hot Water (See
Table I)
Nonres Performance Covered Process:
Laboratory Exhaust (see
Table J)
Performance Sign Lighting 140.8 & 170.2(e)NRCC-LTS-E is
required
MultiFam Not Included Not Included Building Components Complying with Mandatory Measures
Lighting (Indoor Conditioned,
see Table K)
Nonres Not Included
Photovoltaics (see Table
F)
Performance
Electrical power systems, commissioning, solar ready, elevator and
escalator requirements are mandatory and should be documented
on the NRCC form listed if applicable (i.e. compliance will not be
shown on the NRCC-PRF-E.)
MultiFam Not Included Not Included Electrical Power Distribution 110.11 NRCC-ELC-E is
required
Battery (see Table F)
Performance Commissioning 120.8 NRCC-CXR-E is
required
Not Included Solar and Battery 110.10 NRCC-SAB-E is
required
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 3 of 19)
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Schema Version: rev 20220601
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Compliance ID: EnergyPro-1339-1024-0064
C1. COMPLIANCE SUMMARY
COMPLIES3
Time Dependent Valuaton (TDV)Source Energy Use
Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)
Standard Design 179.89 81.43 9.97
Proposed Design 157.16 57.27 8.84
Compliance Margins 22.73 24.16 1.13
Pass Pass Pass
1 Efficiency measures include improvements like a better building envelope and more efficient equipment
2 Compliance Totals include efficiency, photovoltaics and batteries
3 New Construction, Complete Addition Scope: Building complies when all efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits
are not exceeded
Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 4 of 19)
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Schema Version: rev 20220601
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Compliance ID: EnergyPro-1339-1024-0064
C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr)
COMPLIES2
Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1
Space Heating 8.86 19.85 -10.99
Space Cooling 44.36 49.61 -5.25
Indoor Fans 94.12 56.37 37.75
Heat Rejection 0 0 0
Pumps & Misc.0 0 0
Domestic Hot Water 3.65 2.43 1.22
Indoor Lighting 28.9 28.9 0
Flexibility ---------
EFFICIENCY COMPLIANCE TOTAL 179.89 157.16 22.73 (12.6%)
Photovoltaics -94.21 -99.89 5.68
Batteries -4.25 ----4.25
TOTAL COMPLIANCE 81.43 57.27 24.16 (29.7%)
1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 5 of 19)
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Schema Version: rev 20220601
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Compliance ID: EnergyPro-1339-1024-0064
C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1
Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1
Receptacle 44.55 44.55 ---
Process ---------
Other Ltg ---------
Process Motors ---------
TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)125.98 101.82 24.16 (19.2%)
1 Notes: This table is not used for Energy Code Compliance.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 6 of 19)
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Schema Version: rev 20220601
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Compliance ID: EnergyPro-1339-1024-0064
C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr)
COMPLIES2
Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1
Space Heating 1.29 2.95 -1.66
Space Cooling 1.93 1.72 0.21
Indoor Fans 8.84 5.27 3.57
Heat Rejection 0 0 0
Pumps & Misc.0 0 0
Domestic Hot Water 0.32 0.27 0.05
Indoor Lighting 2.17 2.17 0
Flexibility ---------
EFFICIENCY COMPLIANCE TOTAL 14.55 12.38 2.17 (14.9%)
Photovoltaics -3.38 -3.54 0.16
Batteries -1.2 ----1.2
TOTAL COMPLIANCE 9.97 8.84 1.13 (11.3%)
1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 7 of 19)
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Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1
Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1
Receptacle 3.1 3.1 ---
Process ---------
Other Ltg ---------
Process Motors ---------
TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)13.07 11.94 1.13 (8.6%)
1 Notes: This table is not used for Energy Code Compliance.
C6. 'ABOVE CODE' QUALIFICATIONS
This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 8 of 19)
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C7. ENERGY USE SUMMARY
Energy Component Standard Design Site
(MWh)
Proposed Design Site
(MWh)
Margin
(MWh)
Standard Design Site
(MBtu)
Proposed Design Site
(MBtu)
Margin
(MBtu)
Space Heating 1.6 3.6 -2 ---------
Space Cooling 7.6 7.8 -0.2 ---------
Indoor Fans 18.5 11.1 7.4 ---------
Heat Rejection ------------------
Pumps & Misc.------------------
Domestic Hot Water 0.8 0.5 0.3 ---------
Indoor Lighting 6.3 6.3 0 ---------
Flexibility ------------------
EFFICIENCY TOTAL 34.8 29.3 5.5 0 0 0
Photovoltaics -23.2 -24.3 1.1 ---------
Batteries 0.2 ---------------
ENERGY USE SUBTOTAL 11.8 5 6.8 0 0 0
Receptacle 9.9 9.9 0 ---------
Process ------------------
Other Ltg ------------------
Process Motors ------------------
ENERGY USE TOTAL 21.7 14.9 6.8 0 0 0
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 9 of 19)
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Schema Version: rev 20220601
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Compliance ID: EnergyPro-1339-1024-0064
C8. ENERGY USE INTENSITY (EUI)
Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage
GROSS EUI1 27.35 23.88 3.47 12.69
NET EUI1 13.22 9.08 4.14 31.32
1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area.
D1. EXCEPTIONAL CONDITIONS
• The aged solar reflectance and aged thermal emittance must be listed in the Cool Roof Rating Council database of certified products. For projects where initial reflectance is
used, the initial reflectance must be listed, and the aged reflectance is calculated by the software program and used in the compliance model.
• The project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylighting controls and assumes the prescriptive Secondary
Daylit Control requirements are met. PRESCRIPTIVE COMPLIANCE documentation (form NRCC-LTI-02-E) for the requirements of section 140.6(d) Automatic Daylighting Controls
in Secondary Daylit Zones is required.
• Required minimum PV capacity limited by SARA.
E4. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.
Standard Building (Compliance)
F1. REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System
Size (kWdc)Exception1 Module Type Array Type Power
Electronics CFI Azimuth
(deg)Tilt Input Array Angle
(deg)Tilt: (x in 12)Inverter Eff.
(%)
Annual Solar
Access (%)
14 Standard
(14-17%)Fixed none false 180 Degrees 22 4.85 96 100
1See Table D1 for any PV exceptions used.
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 10 of 19)
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F1B. PV BATTERY BUILDING TYPE(S)
01 02 03
Building Occupancy Type*(From Table 140.10-A/B and 170.2-U/V)Conditioned Floor Area (ft2)Unconditioned Floor Area (ft2)
Grocery 0 0
High-Rise Multifamily 0 0
Office, Financial Institutions, Unleased Tenant Space 5602 0
Retail 0 0
School 0 0
Warehouse 0 0
Auditorium, Convention Center, Hotel/Motel, Library, Medical Office Building/Clinic, Restaurant, Theater 0 0
None 0 0
*Building Occupancy Types are defined in Section 100.1 of the Energy Code
G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only)
01 02 03 04
Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%)
North-Facing1 871 51 5.86
East-Facing2 1876 271.5 14.47
South-Facing3 1020 67.5 6.62
West-Facing4 1363 164.5 12.07
Total 5130 554.5 10.81
Roof 3648 0 0
Notes
1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW),
2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE),
3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE),
4West-Facing is oriented to within 45 degrees of true west, including 45 00'00" north of west (NW), but excluding 45 00'00" south of west (SW),
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
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G2A. ROOFING PRODUCT SUMMARY (NONRESIDENTIAL)
01 02 03 04 05 06
Assembly Name Roof Pitch Roof Rise (x in 12)Aged Solar Reflectance Thermal Emittance SRI
R-30 Roof38 LowSlope N/A 0.53 0.88 N/A
G4. NONRESIDENTIAL AIR BARRIER
01 02
Building Story Name Air Barrier
Com-Floor 1 No air barrier
Com-Floor 2 No air barrier
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
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G5. OPAQUE SURFACE ASSEMBLY SUMMARY
01 02 03 04 05 06 07 08 09 10
Surface Name Construction
Type Area (ft2)Framing
Type
Cavity
R-Value
Continuous R-Value
Units Value Description of Assembly Layers Status1
Interior Exterior
Metal frame
2x8 wall - 248 Exterior Wall 3,751 Metal 22 N/A N/A U-factor 0.149
Stucco - 7/8 in.
Vapor permeable felt - 1/8 in.
Composite-1
Gypsum Board - 1/2 in.
N
Slab On
Grade13
Underground
Floor 1,954 N/A 0 N/A N/A F-factor 0.73
Slab Type =Unheated slab on grade
Insulation Orientation =None
Insulation R-Value =none
N
R-21 Wall15 Exterior Wall 1,379 Wood 21 N/A N/A U-factor 0.0691
Stucco - 7/8 in.
Vapor permeable felt - 1/8 in.
Composite-2
Gypsum Board - 1/2 in.
N
R-0 Wall Metal
Stud18 Interior Wall 2,070 Metal 0 N/A N/A U-factor 0.3713
Stucco - 7/8 in.
Vapor permeable felt - 1/8 in.
Composite-3
Gypsum Board - 1/2 in.
N
Uninsulated
Raised Slab F36 Exterior Floor 2,320 N/A 0 N/A 0.1 U-factor 0.2584
Compliance Insulation R0.10
Concrete - 140 lb/ft3 - 4 in.
Carpet - 3/4 in.
N
R-30 Roof38 Roof 3,648 N/A 30 N/A N/A U-factor 0.072 Metal Standing Seam - 1/16 in.
Composite-4 N
R-0 Floor -
Metal47 Interior Floor 1,328 N/A 0 N/A N/A U-factor 0.2203 Plywood - 1/2 in.
Carpet - 3/4 in.N
1 Status: N - New, A - Altered, E - Existing
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G6A. OPAQUE DOOR SUMMARY (NONRESIDENTIAL)
01 02 03 04
Assembly Name Area (ft2)Overall U-factor Status1
Hollow Metal Door11 88 0.7 N
Insulated Metal Door24 42 0.5 N
1 Status: N - New, A - Altered, E - Existing
G7A. FENESTRATION ASSEMBLY SUMMARY (NONRESIDENTIAL)
01 02 03 04 05 06 07 08 09
Fenestration
Assembly Name Fenestration Type/ Product Type / Frame Type Certification
Method1 Assembly Method Area
(ft2)
Overall
U-factor Overall SHGC Overall VT Status2
Dual glazing Low E
glass
Vertical fenestration
Fixed window
N/A
NFRC Manufactured 554.5 0.36 0.25 0.5 N
1 Notes: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG)
values are for the glass-only, determined by the manufacturer, and are shown for ease of verification. Site-built fenestration values are calculated per Nonresidential Appendix
NA6 and are used in the analysis.
2 Status: N - New, A - Altered, E - Existing
G8. OVERHANG DETAILS
01 02 03 04 05 06 07
Fenestration Tag/ ID Azimuth Depth (ft)Height from Top of Sill to
Overhang (ft)Right Extent (ft)Left Extent (ft)Flap Height
Window16 270 10 7.1 10 10 N/A
Window20 90 6 10.1 6 6 N/A
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H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.)
01 02 03 04 05 06 07 08 09 10 11 12
Equipment Name Equipment Type Qty
Heating Cooling
Economizer
Type (if
present)
Status1Total
Heating
Output
(kBtu/h)
Supp Heat
Output
(kBtu/h)
Efficiency
Unit Efficiency
Total
Cooling
Output
(kBtu/h)
Efficiency
Unit Efficiency
CAC-1
Single Zone Heat
Pump (SZHP) Air
System
1 12.5 0 COP
HSPF
3.25
8.2 11.52 EER
SEER
11
14
No
Economizer N
HP-2 Variable
Refrigerant Flow 1 270 N/A COP 3.2 240 EER 10.6 N/A N
1 Status: N - New, A - Altered, E - Existing
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H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12 13
Name or Item Tag Qty Design OA
CFM
Supply Fan Return / Relief Fan
Status1
CFM Power Power Units Control Fan Type CFM Power Power Units Control
CAC-1 1 0 400 0.06 BHP Constant Vol N/A N/A N/A N/A N/A N
2-Material Storage
(108) W-VRF 2 70.2 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
3-Restrooms Hub 106
Stair-VRF 1 152.7 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
4-Offices 203 208-VRF 1 88.65 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
5-Medium Office (202)
Hub-VRF 1 59.4 353 0.04 BHP Constant Vol N/A N/A N/A N/A N/A N
6-Meeting room
(207)-VRF 1 26.25 353 0.04 BHP Constant Vol N/A N/A N/A N/A N/A N
7-Hub 201 staff
restroom-VRF 1 163.2 250 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
8-Offices 209-214-VRF 1 112.95 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
9-Food Prep-VRF 1 0 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
10-Shared office
(218)-VRF 1 39.6 1,200 0.25 BHP Constant Vol N/A N/A N/A N/A N/A N
1 Status: N - New, A - Altered, E - Existing
H5. GENERAL EXHAUST FAN SUMMARY
01 02 03 04 05 06 07 08
System ID Zone Name Qty CFM Power Power Units Continuous
Operation?Status1
Food Prep65-EF 8-Food Prep 1 100 0.15 BHP No N
1 Status: N - New, A - Altered, E - Existing
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 16 of 19)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
H8. SYSTEM SPECIAL FEATURES
01 02 03 04
System Name Equipment Type Interlocks per 140.4(n)1 Other Special Features and Controls
HP-2 Variable Refrigerant Flow N/A Heat Recovery
Plant - DHW1 - SHW Service Hot Water N/A Fixed Temperature Control
Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the
NRCC-MCH-E.
1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings.
H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION
01 02 03 04 05 06 07
Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor
Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM
1-Material Storage (108)
W General - Corridors 4.68 140.4 0 936 N/A
2-Restrooms Hub 106
Stair General - Corridors 5.09 152.7 0 1018 N/A
3-Offices 203 208 Office - Office space 2.96 88.65 0 591 N/A
4-Medium Office (202)
Hub Office - Office space 1.98 59.4 0 396 N/A
5-Meeting room (207)Office - Office space 0.88 26.25 0 175 N/A
6-Hub 201 staff
restroom General - Corridors 5.44 163.2 0 1088 N/A
7-Offices 209-214 Office - Office space 3.77 112.95 0 753 N/A
8-Food Prep General - Corridors 1.6 48 100 320 N/A
9-Shared office (218)Office - Office space 1.32 39.6 0 264 N/A
10-IT Closet Exhaust - Refrigerating
machinery rooms 0.09 0 0 61 N/A
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 17 of 19)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
H11. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12
System ID System Type Qty
Rated Capacity (kBtuh)Airflow (cfm)Fan
VSD
Heating Cooling Design MIn.Min. Ratio Power Power
Units Cycles
10-IT Closet-Trm Uncontrolled 1 N/A N/A 400 N/A 0 N/A N/A N/A
2-Material Storage (108)
W-VRF Variable Refrigerant Flow 2 36 32 1,200 N/A N/A 0.25 BHP Continuous
3-Restrooms Hub 106
Stair-VRF Variable Refrigerant Flow 1 54 48 1,200 N/A N/A 0.25 BHP Continuous
4-Offices 203 208-VRF Variable Refrigerant Flow 1 20 18 1,200 N/A N/A 0.25 BHP Continuous
5-Medium Office (202)
Hub-VRF Variable Refrigerant Flow 1 13.5 12 353 N/A N/A 0.04 BHP Continuous
6-Meeting room (207)-VRF Variable Refrigerant Flow 1 13.5 12 353 N/A N/A 0.04 BHP Continuous
7-Hub 201 staff
restroom-VRF Variable Refrigerant Flow 1 9 8 250 N/A N/A 0.25 BHP Continuous
8-Offices 209-214-VRF Variable Refrigerant Flow 1 36 32 1,200 N/A N/A 0.25 BHP Continuous
9-Food Prep-VRF Variable Refrigerant Flow 1 20 18 1,200 N/A N/A 0.25 BHP Continuous
10-Shared office (218)-VRF Variable Refrigerant Flow 1 20 18 1,200 N/A N/A 0.25 BHP Continuous
I1. WATER HEATER EQUIPMENT SUMMARY
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Heater Element
Type Tank Type Qty
Tank
Vol
(gal)
Rated
Input
Rated
Input
Unit
Efficiency Efficiency
Unit
Tank
Insulation
R-value
Int/Ext
Standby
Loss
Fraction
1st Hr.
Rating or
Flow Rate
(gal)
Heat
Pump
Type
Tank Location or
Ambient
Condition
Rheem PROPH65
T2 RH375-152 Electricity Storage 1 65 4.5 kW 3.8 UEF N/A N/A 0
Heat Pump
Split Water
Heater
N/A
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 18 of 19)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained
and provided to the building inspector during construction and can be found online
Building Component Form/Title
Envelope NRCI-ENV-01-E - Must be submitted for all buildings
Envelope NRCI-ENV-E - Envelope (for all buildings)
Mechanical NRCI-MCH-01-E - Must be submitted for all buildings
Mechanical NRCI-MCH-E - For all buildings with Mechanical Systems
Plumbing NRCI-PLB-01-E - Must be submitted for all buildings
Plumbing NRCI-PLB-E - For all buildings with Plumbing Systems
NRCI-SAB-E - Solar Water Heating, PV and Battery Storage Systems
M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided
to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP).
Building Component Form/Title & System Name(s)
Envelope NRCA-ENV-02-F - NRFC label verification for fenestration
Mechanical
NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with
MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap
CAC-1
Mechanical NRCA-MCH-03-A - Constant Volume Single Zone HVAC
CAC-1
N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION
Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained
and provided to the building inspector during construction and can be found online
There are no Certificates of Verification applicable to this project
CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E
Nonresidential Performance Compliance Method (Page 19 of 19)
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220601
Report Generated: 2024-10-17 11:42:39
Compliance ID: EnergyPro-1339-1024-0064
Documentation Author's Declaration Statement
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Signature Date:Company: SF Engineering
Address: 11041 Santa Monica Blvd #509 CEA/HERS Certification Identification (if applicable):
City/State/Zip: Los Angeles, CA 90025 Phone: 310-386-2400
Responsible Person's Declaration statement
I certify the following under penalty of perjury, under the laws of the State of California:
1.The information provided on this Certificate of Compliance is true and correct.
2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of
Compliance (responsible designer)
3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this
Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable
compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to
the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement.
6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at
occupancy, and I will take the necessary steps to accomplish these requirements.
Responsible Designer Name:Responsible Designer Signature:
Company: LOC ARCHITECTS
Address: 3203 East 4th Street Date Signed:
City/State/Zip: Los Angeles, CA 90063 License #:
Phone: 213-537-0480 Title:Scope:
Responsible Designer Name: Shahram Farzan Responsible Designer Signature:
Company: SF Engineering
Address: 11041 Santa Monica Blvd, Suite 509 Date Signed:
City/State/Zip: Los Angeles, CA 90025 License #: M-24912
Phone: (310) 386-2400 Title:Scope:
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
This document is used to demonstrate compliance for nonresidential occupancies with requirements in 110.1, 110.3, 120.3, and 140.5, and with requirements in 141.0 for additions and
alterations, for domestic water heating scopes using the prescriptive path. For high-rise residential and hotel/motel occupancies compliance is demonstrated with requirements in
110.1, 110.3, 160.4 and 170.2(d), and with requirements 180.1 for additions and 180.2 for alterations.
Project Name: Santa Ana Zoo -Building B Report Page: (Page 1 of 7)
Project Address: 1801 E Chestnut Avenue Date Prepared: 10/17/2024
A. GENERAL INFORMATION
01 Project Location (city)Santa Ana 02 Climate Zone 8
03 Occupancy Types Within Project (select all that apply):
● Office ● Support Areas ● All Other Occupancies
B. PROJECT SCOPE
This table includes domestic water heating systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive paths outlined in 140./
170.2(d) and 141.0(a)/ 180.1, or 141.0(b)2N / 180.2 for additions or alterations. Solar water heating systems are documented on the NRCC-SAB compliance document. Combined
hydronic water heating systems are documented on the NRCC-MCH compliance document.
01 02 03
My project consists of (check all that apply):System Type1,2 System Components
New system (DHW system being installed for the first time)Individual System (serving nonresidential spaces)Equipment Distribution Controls
System Alteration (equipment, distribution or controls)Equipment Distribution Controls
1FOOTNOTES: Point of use water heaters, or other non-central systems used to serve nonresidential spaces, are considered individual systems.
2 Dwelling units refers to hotel/motel guest rooms and units in a multifamily residential occupancy.
3 DHW systems serving 2 or more dwelling units are considered "Central Systems" for multifamily occupancies
C. COMPLIANCE RESULTS
Table C will indicate if the project data input into the compliance document is compliant with water heating requirements. If this table says "DOES NOT COMPLY" or "COMPLIES with
Exceptional Conditions" refer to Table D. or the table indicated as not compliant for guidance.
01 02 03 04
Domestic Hot Water Equipment Distribution Systems Controls Compliance ResultsTable F Table G Table H
Yes Yes Yes COMPLIES
D. EXCEPTIONAL CONDITIONS
This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 2 of 7)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
E. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 3 of 7)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
F. DOMESTIC HOT WATER EQUIPMENT
This table is used to demonstrate compliance with mandatory equipment requirements in 110.1 and 110.3. Compliance with prescriptive requirements in 140.5(c) / 170.2(d) must also
be demonstrated and with 141.0 / 180.1/ 180.2 for addition and alteration scopes.
Equipment Schedule: Water Heating Efficiency and Standby Loss
03 04 05 06
System
Name
Rheem PROPH65 T2
RH375-15 (50 gal,
JA13)
Exception to 140.5(c)/
170.2(d)3
Gas Service
Water Heating
System >=
1MMBtu/h1
Capacity-weighted
Average Efficiency %
07 08 09 10 11 12 13 14 15
Name or
Item Tag Equipment Type Volume
(gal)
Rated Input
Capacity
(Btu/h)
Max GPM/ First
Hour Rating
(FHR)
Rated
Efficiency
Minimum
Efficiency
Required
Efficiency Unit Designed Standby Loss Maximum Standby
Loss
Rheem
PROPH65
T2
RH375-15
(50 gal,
JA13)
Heat Pump Water
Heater 65 15,354 0 <= FHR <18 3.8 2 UEF
1FOOTNOTE: In systems >= 1MMBtu/h with multiple units, gas water heaters with input capacity > 100,000 Btu/h may meet 90% Et requirements via an input capacity-weighted
average.
Water Heating Equipment All Occupancies
Yes No Not
Applicable Requirement
18 Unfired storage tank insulation shall have Internal + External >=R-16 OR External >=R-3.5. Label required per 110.3(c)3
19 New state buildings 60% of energy for service water heating from site solar energy or recovered energy per 110.3(c)5
20 Isolation valves for instantaneous water heater with input rating >6.8 kBTUH or 2 kW has been specified per 110.3(c)6
21 School buildings < 25,000 ft2 and < 4 stories must install a heat pump water heating system per 140.5(a)1. Water heating
systems serving an individual bathroom space may be an instantaneous electric water heater.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 4 of 7)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
G. DOMESTIC HOT WATER DISTRIBUTION SYSTEM
This table is used to demonstrate compliance for nonresidential occupancies with distribution requirements in 120.3 and 140.5. For multifamily and hotel/motel occupancies,
compliance is demonstrated with requirements 110.3(c), 160.4, 170.2(d).
Mandatory Pipe Insulation All Occupancies
13
For systems serving dwelling units, pipe insulation must meet the minimum insulation requirements in Table 160.4-A (see blow) except:
•Piping that penetrates framing members shall not be required to have pipe insulation for the distance of the framing penetration. Piping that
penetrates metal framing shall use grommets, plugs, wrapping or other insulating material to assure that no contact is made with the metal framing.
Insulation shall abut securely against all framing members
•Piping installed in interior or exterior walls shall not be required to have pipe insulation if all of the requirements are met for compliance with Quality
Insulation Installation (QII) as specified in the Reference Residential Appendix RA3.5.
•Piping surrounded with a minimum of 1 inch of wall insulation, 2 inches of crawlspace insulation, or 4 inches of attic insulation, shall not be required to
have pipe insulation.
14
For systems serving nonresidential spaces, pipe insulation for the following applications is specified to comply with Table 120.3-A (see below) per 120.3:
•Recirculating system piping, including supply and return piping of the water heater
•The first 8 ft of hot and cold outlet piping, including between storage tank and heat trap, for a nonrecirculating storage system
•Pipes that are externally heated
15
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall
be installed with a cover suitable for outdoor service per 120.3(b) / 160.4(f). Pipe insulation buried below grade must be installed in a water proof and
non-crushable casing or sleeve.
TABLE 120.3-A / 160.4-A PIPE INSULATION THICKNESS
Fluid Temperature Range ( °F)
Conductivity
Range (Btu-in
per hour per ft2
per °F)
Insulation Mean Rating Temp (
°F)
Nominal Pipe Diameter (in)
< 1 1 to < 1.5 1.5 to < 4 1.5 to < 4 Multifamily &
Hotel/Motel
Minimum Insulation Required
105-140 0.22 - 0.28 100 1.0 in or R-7.7 1.5 in or R-12.5 1.5 in or R-11 2.0 in or R-16
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 5 of 7)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
H. DOMESTIC HOT WATER CONTROLS
This table is used to demonstrate compliance with control requirements in 110.3 for all occupancies. For multifamily residential and hotel/motel occupancies, compliance is also
demonstrated with requirements in 160.4(e) / 170.2(d).
Yes No Not
Applicable Requirement
01 Construction documents require manufacturer certification that service water-heating systems are equipped with automatic
temperature controls capable of adjusting temperature settings per 110.3(a).
02 Systems with capacity > 167,000 BTUH equipped with outlet temperature controls per 110.3(c)1 unless covered by California
Plumbing Code 613.0.
03 Controls for circulating pumps or electrical heat trace systems are capable of automatically turning off the system per
§110.3(c)2 unless systems serves healthcare facility.
04 For recirculation systems serving multiple dwelling units, design includes automatic pump controls per 170.2(d) or 180.1(b)3 for
additions.
05 For recirculation systems serving individual dwelling units, design includes manual on/off controls as specified in Reference
Appendix RA4.4.9 per 170.2(d).
06
Combustion air positive shut-off shall be provided per 160.4(3).on all newly installed commercial boilers as follows:
•Boilers with input capacity >= 2.5 MMBtu/h, in which the boiler is designed to operate with a nonpositive vent static
pressure
•Boilers where one stack serves two or more boilers with a total combined input capacity per stack of 2.5 MMBtu/h.
07
Boiler combustion air fans with motor >= 10 hp shall meet one of the following
•The fan motor shall be driven by a variable speed drive OR
•The fan motor shall include controls that limit the fan motor demand to <=30% of the total design wattage at 50% of the
design air volume.
08
Newly installed boilers with an input capacity {d:gte/] 5MMBtu/h and a steady state full-load combustion efficiency < 90% shall
maintain excess (stack-gas) oxygen concentrations <= 5% by volume on a dry basis over firing rates of 20-100%. Combustion air
volume shall be controlled with respect to firing rate or flue gas oxygen concentration. Use of a common gas and combustion air
control linkage or jack shaft is prohibited.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 6 of 7)
Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
I. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.
Additional Remarks. These documents must be provided to the building inspector during construction and can be found online
Form/Title
NRCI-PLB-E - Must be submitted for all buildings
J. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no forms required for this project.
K. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION
There are no forms required for this project.
STATE OF CALIFORNIA
Domestic Water Heating System CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-PLB-E
Project Name: Santa Ana Zoo -Building B Report Page: (Page 7 of 7)
Project Address: 1801 E Chestnut Avenue Date Prepared: 10/17/2024
Generated Date/Time:Documentation Software: EnergyPro
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: EnergyPro-1339-1024-0116
Report Generated: 2024-10-17 11:44:13
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:
SF Engineering
Signature Date:
2024-10-17
Address:
11041 Santa Monica Blvd #509
CEA/ HERS Certification Identification (if applicable):
City/State/Zip:
Los Angeles CA 90025
Phone:
310-386-2400
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.The information provided on this Certificate of Compliance is true and correct.
2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer)
3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements
of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations,
plans and specifications submitted to the enforcement agency for approval with this building permit application.
5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable
inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy.
Responsible Designer Name:
Shahram Farzan
Responsible Designer Signature:
Company:
SF Engineering
Date Signed:
2024-10-17
Address:
11041 Santa Monica Blvd, Suite 509
License:
M-24912
City/State/Zip:
Los Angeles CA 90025
Phone:
(310) 386-2400