Exhibit 5 - Project Plans — Santa Ana City Council, January 16, 2024

PROJECT SITE
601 N FAIRVIEW,
SANTA ANA, CA 92703
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CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be used alone.

2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

NOT FOR CONSTRUCTION

DSA STAMP
Project Number
Checked
Studio W Architects
424 32nd Street, Suite D/E
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
C:\Users\klaudem\Documents\22037 - Vista Charter School Phase IV_CUP_Klaudem.rvt 8/31/2023 5:39:16 PM
A0.1

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

COVER SHEET
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023

ARCHITECT

STUDIO W ARCHITECTS

BRIAN WHITMORE, PRINCIPAL
1930 H STREET
SACRAMENTO, CA 95811
[T] (916) 254-5600
[email protected]

DEVELOPER

RED HOOK CAPITAL PARTNERS
ENRIQUE DIAZ, RA, NCARB, LEED AP BD+C, VICE PRESIDENT
2120 E GRAND AVE., SUITE 135
EL SEGUNDO, CA 90245
[T] (626) 201-4177
[email protected]

PROJECT DIRECTORY

VICINITY MAP

CIVIL ENGINEER
KPFF

JESUS PEREZ, PE
18400 VON KARMAN AVE., SUITE 600
IRVINE, CA 92612
[T] (949)-252-1022
[email protected]

LANDSCAPE ARCHITECT
MSLA LANDSCAPE ARCHITECTURE, INC.

MICHAEL SHULAR, ASLA
306 CANYON FALLS DRIVE
FOLSOM, CA 95630
[T] (916) 989-3372
[email protected]

DRAWING INDEX
SHT.

NO. DESCRIPTION

VISTA CHARTER

SCHOOL PHASE IV
601 N FAIRVIEW, SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL ACADEMY

TONY PACHECO-TAYLOR, CLIENT LEADER
424 32ND STREET, SUITE D/E

NEWPORT BEACH, CA
[T] (949) 774-2906
[email protected]

GENERAL
A0.1 COVER SHEET
A0.7 POLICE DEPARTMENT NOTES
A0.8 POLICE DEPARTMENT NOTES
CIVIL
C1.30 PRELIMINARY GRADING AND DRAINAGE

STREET IMPROVEMENTS
1 STREET IMPROVEMENTS SHEET 1 OF 3
2 STREET IMPROVEMENTS SHEET 2 OF 3
3 STREET IMPROVEMENTS SHEET 3 OF 3

LANDSCAPE
PL1 PRELIMINARY LANDSCAPE PLAN

ARCHITECTURAL
A1.0 SITE PLAN DEMO
A1.1 SITE PLAN OVERALL
A1.2 ENLARGED SITE PLAN
A2.1 FLOOR PLAN
A4.1 ROOF PLAN
A5.1 COLORED EXTERIOR ELEVATIONS
A6.2 SITE SECTIONS
A10.2 SITE DETAILS

ELECTRICAL
E1.1 ELECTRICAL SITE PLAN
E1.2 SITE LIGHTING PHOTOMETRIC PLAN

PLUMBING
P0.2 PLUMBING SCHEDULES
TOTAL SHEET COUNT: 19

PROJECT DATA
ADDRESS: 601 N FAIRVIEW
SANTA ANA, CA 92703
APN: 405-241-04
ZONING DISTRICT: M-1 LIGHT INDUSTRIAL DISTRICT
GENERAL PLAN LAND USE DESIGNATION: M-1
SITE AREA: 39,437 SF / 0.905 ACRES
TOTAL BUILDING AREA:
5837 SF - BUILDING 1 - FIRST FLOOR AREA
5837 SF -TOTAL BUILDING AREA (EXISTING AND PROPOSED)
FLOOR AREA RATIO (FAR):
5837 SF / 39,437 SF = 15%
BUILDING USE (PROPOSED):

ADMINISTRATION (OCCUPANCY B) AND ASSEMBLY (OCCUPANCY A-3) PARKING SPACES (PROPOSED):

ON-SITE PARKING: 52 STALLS (INCLUDES 3 ACCESSIBLE STALLS)

THIS IS A REQUEST FOR A CHANGE OF ZONING FOR VISTA HERITAGE GLOBAL ACADEMY WITHIN THE M-1 ZONING DISTRICT.

THIS APPLICATION SEEKS APPROVAL FOR A TENANT IMPROVEMENT TO AN EXISTING 5,764 SF OF FLOOR AREA TO REMAIN WITH THE ADDITION OF A 440 SF MEZZANINE MAXIMUM LOT COVERAGE OF 15% TO REMAIN.

NO. REMARKS DATE

SURVEY ENGINEER

ROSELL SURVEYING
2961 MACARTHUR BLVD., SUITE 214
SANTA ANA, CA 92704
[T] (714) 934-4500

PROJECT NARRATIVE

PROJECT SCOPE OF WORK
THE SCOPE OF WORK INCLUDES TENANT IMPROVEMENT OF EXISTING 1-STORY, 5764 SF, SPRINKLERED BUILDING WITH ADDITION OF A MEZZANINE LEVEL.

EXISTING BUILDING CHANGE OF USE REQUIRED FROM AUTOMOTIVE SHOP TO

BUSINESS TO BE USED AS ADMINISTRATIVE BUILDING FOR VISTA CHARTER SCHOOL. PROJECT TO INCLUDE DEVELOPMENT OF ADJACENT SITE TO ACCOMODATE 60' X 105' ARTIFICIAL TURF FIELD, STUDENT OUTDOOR LEARNING,

TRASH ENCLOSURE, NEW PARKING SPACES, STUDENT DROP-OFF, AND OTHER ASSOCIATED SITE IMPROVEMENTS.

TENANT

VISTA HERITAGE GLOBAL ACADEMY

COLLIN FELCH
2609 W 5TH STREET
SANTA ANA, CA 92703
[T] (714) 988-2719
[email protected]

CODES AND REGULATIONS

APPLICABLE STATE CODES AND REGULATIONS WITH LATEST AMENDMENTS AND SUPPLEMENTS:

1. 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 CCR

2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2018 IBC &

CALIFORNIA AMENDMENTS)

3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR (2017

NATIONAL ELECTRICAL CODE & CALIFORNIA AMENDMENTS)

4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2018

UNIFORM MECHANICAL CODE & CALIFORNIA AMENDMENTS)

5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR (2018

UNIFORM PLUMBING CODE & CALIFORNIA AMENDMENTS)

6. 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CBSC

7. 2022 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, TITLE 24 CCR

8. 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 CCR (2018 INTERNATIONAL

FIRE CODE & CALIFORNIA AMENDMENTS)

9. 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2018 INTERNATIONAL EXISTING BUILDING CODE & CALIFORNIA

AMENDMENTS)

10. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 11, TITLE 24

11. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 CCR

12. TITLE 8 CCR, CH. 4, SUB-CH. 6 - ELEVATOR SAFETY ORDERS

13. TITLE 19 CCR, PUBLIC SAFETY, SFM REGULATIONS
APPLICABLE FEDERAL CODES AND STANDARDS:

14. AMERICANS WITH DISABILITIES ACT (ADA), TITLE 11

15. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) or ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36)
APPLICABLE REFERENCED STANDARDS:

16. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED), 2019 EDITION

17. NFPA 24, PRIVATE FIRE MAINS (CA AMENDED), 2019 EDITION

18. NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED), 2019 EDITION

19. NFPA 80, FIRE DOOR AND OTHER OPENING PROTECTIVES, 2019 EDITION

20. NFPA 2001, CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2018 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - 2019 CBC (SFM) CHAPTER 80.

SEE CHAPTER 80 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. 9 T
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DATE SIGNED: 09/08/2023
25 63 STALLS
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DSA PLAN CHECK

CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be used alone.

2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

NOT FOR CONSTRUCTION

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

POLICE DEPARTMENT
NOTES
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023
NO. REMARKS DATE
DIVISION 3. BUILDING SECURITY REGULATIONS
SEC. 8-200. APPLICATION AND SCOPE.

THE PROVISIONS OF THIS SECURITY ORDINANCE SHALL APPLY TO ALL ACTIVITIES FOR WHICH A BUILDING PERMIT IS REQUIRED.

ADDITIONS, ALTERATIONS AND REPAIRS: FIFTY (50) PERCENT MORE OF THE BUILDING'S CURRENT VALUATION. WHEN ADDITIONS,

ALTERATIONS OR REPAIRS WITHIN ANY TWELVE -MONTH PERIOD
EXCEED FIFTY (50) PERCENT OF THE VALUE OF ANY EXISTING

BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE

MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES.

ALL APPLICABLE STATE AND LOCAL FIRE CODES MUST BE ADHERED TO. NO PORTION OF THIS DIVISION SHALL SUPERSEDE ANY LOCAL, STATE OR FEDERAL LAWS, REGULATIONS OR CODES.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1794, § 1, 10 -14 -85) SEC. 8-201. DEFINITIONS OF TECHNICAL TERMS.

THE FOLLOWING TERMS USED IN THIS DIVISION SHALL HAVE THE MEANINGS INDICATED BELOW:

APPROVED MEANS CERTIFIED AS MEETING THE REQUIREMENTS OF

THIS DIVISION BY THE ENFORCING AUTHORITY OR HIS AUTHORIZED

AGENTS, OR BY OTHER OFFICIALS DESIGNATED BY THE ENFORCING

AUTHORITY TO GIVE APPROVAL ON A PARTICULAR MATTER DEALT

WITH BY THE PROVISIONS OF THIS DIVISION WITH REGARD TO A GIVEN

MATERIAL, MODE OF CONSTRUCTION, PIECE OF EQUIPMENT OR
DEVICE.

AUXILIARY LOCKING DEVICE IS A SECONDARY LOCKING SYSTEM

ADDED TO THE PRIMARY LOCKING SYSTEM TO PROVIDE ADDITIONAL SECURITY.

BOLT IS A METAL BAR WHICH, WHEN ACTUATED, IS PROJECTED (OR "THROWN") EITHER HORIZONTALLY OR VERTICALLY INTO A RETAINING

MEMBER, SUCH AS A STRIKE PLATE, TO PREVENT A DOOR FROM
MOVING OR OPENING.

BOLT PROJECTION (OR BOLT THROW) IS THE DISTANCE FROM THE

EDGE OF THE DOOR, AT THE BOLT CENTER LINE, TO THE FARTHEST

POINT ON THE BOLT IN THE PROJECTED POSITION, WHEN SUBJECTED TO END PRESSURE.

BURGLARY RESISTANT GLAZING MEANS THOSE MATERIALS AS
DEFINED IN UNDERWRITERS LABORATORIES BULLETIN 972.

COMMERCIAL OR INDUSTRIAL BUILDING IS A BUILDING, OR PORTION THEREOF, USED FOR A PURPOSE OTHER THAN DWELLING.

COMPONENT, AS DISTINGUISHED FROM A PART, IS A SUBASSEMBLY

WHICH COMBINES WITH OTHER COMPONENTS TO MAKE UP A TOTAL DOOR OR WINDOW ASSEMBLY. FOR EXAMPLE, THE PRIMARY
COMPONENTS OF A DOOR ASSEMBLY INCLUDE: DOOR, LOCK, HINGES, JAMB/WALL, JAMB/STRIKE AND WALL.

CYLINDER IS THE SUBASSEMBLY OF A LOCK CONTAINING THE
CYLINDER CORE, TUMBLER MECHANISM AND THE KEYWAY. A DOUBLE

CYLINDER LOCK IS ONE WHICH HAS A KEY -ACTUATED CYLINDER ON BOTH THE EXTERIOR AND INTERIOR OF THE DOOR.

CYLINDER CORE OR CYLINDER PLUG IS THE CENTRAL PART OF A

CYLINDER CONTAINING THE KEYWAY, WHICH IS ROTATED BY THE KEY TO OPERATE THE LOCK MECHANISM.

CYLINDER GUARD IS A HARDENED METAL RING OR PLATE

SURROUNDING THE OTHERWISE EXPOSED PORTION OF A CYLINDER

LOCK TO RESIST CUTTING, DRILLING, PRYING, PULLING, OR
WRENCHING WITH COMMON TOOLS.

DEADBOLT IS A LOCK BOLT WHICH DOES NOT HAVE A SPRING ACTION AS OPPOSED TO A LATCH BOLT, WHICH DOES. THE BOLT MUST BE

ACTUATED BY A KEY AND/OR A KNOB OR THUMB TURN AND WHEN
PROJECTED BECOMES LOCKED AGAINST RETURN BY END PRESSURE.

DEAD LATCH IS A SPRING ACTUATED LATCH BOLT HAVING A BEVELED

END AND INCORPORATING A PLUNGER WHICH, WHEN DEPRESSED,

AUTOMATICALLY LOCKS THE PROJECTED LATCH BOLT AGAINST
RETURN BY END PRESSURE.

DOOR ASSEMBLY MEANS A UNIT COMPOSED OF A GROUP OF PARTS

OR COMPONENTS WHICH MAKE UP A CLOSURE FOR A PASSAGEWAY
THROUGH A WALL. FOR THE PURPOSES OF THIS DIVISION, A DOOR ASSEMBLY CONSISTS OF THE FOLLOWING PARTS: DOORS, HINGES, LOCKING DEVICE OR DEVICES; OPERATION CONTRACTS (SUCH AS HANDLES, KNOBS, PUSH PLATES); MISCELLANEOUS HARDWARE AND CLOSURES; THE FRAME, INCLUDING THE HEAD, THRESHOLD, AND

JAMBS PLUS THE ANCHORAGE DEVICES TO THE SURROUNDING WALL

AND A PORTION OF THE SURROUNDING WALL EXTENDING THIRTY -SIX (36) INCHES FROM EACH SIDE OF THE JAMBS AND SIXTEEN (16) INCHES ABOVE THE HEAD.

DOOR STOPS ARE THE PROJECTIONS ALONG THE TOP AND SIDES OF A DOOR JAMB WHICH CHECK THE DOOR'S SWINGING ACTION.

DOUBLE CYLINDER DEADBOLT IS A DEADBOLT WHICH CAN BE

ACTIVATED ONLY BY A KEY FROM EITHER THE INTERIOR OR EXTERIOR OF THE BUILDING.

DWELLING IS A BUILDING OR PORTION THEREOF DESIGNATED

EXCLUSIVELY FOR RESIDENTIAL OCCUPANCY, INCLUDING SINGLE - FAMILY AND MULTIPLE -FAMILY DWELLINGS.

FLUSHBOLT IS A NORMAL MANUAL, KEY, TURN OPERATED OR

AUTOMATIC RELEASING METAL THROWBOLT, NORMALLY USED ON

INACTIVE DOOR(S) THAT IS ATTACHED TO THE TOP AND BOTTOM OF

THE DOOR AND ENGAGES IN THE HEAD AND THRESHOLD OF THE
FRAME.

FULLY TEMPERED GLASS MEANS THOSE MATERIALS MEETING OR
EXCEEDING ANSI STANDARD 297.1 -- SAFETY GLAZING.

INACTIVE LEAF OR DOOR MEANS EITHER LEAF OR DOOR OF A PAIR OF

DOORS WHICH HAS NO SURFACE MOUNTED HARDWARE AND WHICH

RECEIVES AND HOLDS THE LATCH OR BOLT OF THE PRIMARY LOCKING SYSTEM.

JAMB IS THE VERTICAL MEMBERS OF A DOOR FRAME TO WHICH THE DOOR IS SECURED.

JAMB/STRIKE MEANS THAT COMPONENT OF A DOOR ASSEMBLY
WHICH RECEIVES AND HOLDS SECURE THE EXTENDED LOCK BOLT; THE STRIKE AND JAMB USED TOGETHER ARE CONSIDERED A UNIT.

JAMB/WALL IS THAT COMPONENT OF A DOOR ASSEMBLY TO WHICH A DOOR IS ATTACHED AND SECURED; THE WALL AND JAMB USED
TOGETHER ARE CONSIDERED A UNIT.

KEY -IN -KNOB IS A LOCKSET HAVING THE KEY CYLINDER AND OTHER LOCK MECHANISMS CONTAINED IN THE KNOB.

LATCH OR LATCH BOLT IS A BEVELED, SPRING -ACTUATED BOLT, WHICH MAY OR MAY NOT HAVE A DEADLOCKING DEVICE.

LOCK OR LOCKSET IS A KEYED DEVICE (COMPLETE WITH CYLINDER,

LATCH OR DEADBOLT MECHANISM, AND TRIM SUCH AS KNOBS,
LEVERS, THUMB TURNS, ESCUTCHEONS, ETC.) FOR SECURING A
DOOR IN A CLOSED POSITION AGAINST FORCED ENTRY.

LOCKED INDICATOR IS A DEVICE INDICATING WHETHER THE LOCK SET (DEADBOLT, ETC.) IS LOCKED OR OPEN.

LOCKING DEVICE IS A PART OF A WINDOW OR SLIDING DOOR

ASSEMBLY WHICH IS INTENDED TO PREVENT MOVEMENT OF THE
MOVABLE SASH OR DOOR.

MINIMUM MAINTAINED MEANS MEASURABLE LIGHT LEVEL AT
FURTHEST POINT FROM LIGHTING SOURCE AT GROUND LEVEL.

MULTIPLE -FAMILY DWELLING IS A BUILDING OR PORTION THEREOF DESIGNED FOR OCCUPANCY BY ONE (1) OR MORE PERSONS LIVING

INDEPENDENTLY OF EACH OTHER, INCLUDING HOTELS, MOTELS,
APARTMENTS, DUPLEXES, TOWN HOUSES, AND CONDOMINIUMS.

PANIC HARDWARE IS A LATCHING DEVICE ON A DOOR ASSEMBLY FOR

USE WHEN EMERGENCY EGRESS IS REQUIRED DUE TO A FIRE OR
OTHER THREAT TO LIFE SAFETY. SUCH DEVICES ARE DESIGNED SO

THAT THEY WILL FACILITATE THE SAFE EGRESS OF PEOPLE IN CASE OF AN EMERGENCY WHEN A PRESSURE NOT TO EXCEED FIFTEEN (15)

POUNDS IS APPLIED TO THE RELEASING DEVICE IN THE DIRECTION OF EXIT TRAVEL. SUCH RELEASING DEVICES ARE BARS OR PANELS
EXTENDING NOT LESS THAN TWO -THIRDS (2/3) OF THE WIDTH OF THE

DOOR AND PLACED AT HEIGHTS SUITABLE FOR THE SERVICE
REQUIRED, NOT LESS THAN THIRTY (30) NOR MORE THAN FORTY - FOUR (44) INCHES ABOVE THE FLOOR.

PART, AS DISTINGUISHED FROM COMPONENT, IS A UNIT (OR

SUBASSEMBLY) WHICH COMBINES WITH OTHER UNITS TO MAKE UP A COMPONENT.

PRIMARY LOCKING DEVICE IS THE SINGLE LOCKING SYSTEM ON A

DOOR OR WINDOW UNIT WHOSE FUNCTION IS TO PREVENT
UNAUTHORIZED INTRUSION.

PRIVATE DWELLING OR SINGLE -FAMILY DWELLING IS A BUILDING DESIGNED EXCLUSIVELY FOR OCCUPANCY BY ONE (1) FAMILY.

RAIL IS THE HORIZONTAL MEMBERS OF A SASH FRAME. A MEETING

RAIL IS ONE WHICH MATES WITH A RAIL OF ANOTHER SASH OR

FRAMING MEMBER OF THE WINDOW FRAME WHEN THE SASH IS IN THE CLOSED POSITION.

SASH IS AN ASSEMBLY OF STILES, RAILS, AND, SOMETIMES, MUNTINS

ASSEMBLED INTO A SINGLE FRAME WHICH SUPPORTS THE GLAZING MATERIAL. A FIXED SASH IS ONE WHICH IS NOT INTENDED TO BE OPENED. A MOVABLE SASH IS INTENDED TO BE OPENED.

SILL IS THE LOWEST HORIZONTAL MEMBER OF A WINDOW FRAME.

SINGLE CYLINDER DEADBOLT IS A DEADBOLT LOCK WHICH IS

ACTIVATED FROM THE EXTERIOR BY A KEY AND FROM THE INTERIOR BY A KNOW, THUMB -TURN, LEVER OR SIMILAR MECHANISM.

SOLID CORE DOOR MEANS A DOOR COMPOSED OF SOLID WOOD OR

COMPRESSED WOOD EQUAL IN STRENGTH TO SOLID WOOD
CONSTRUCTION.

STILE IS A VERTICAL FRAMING MEMBER OF A WINDOW OR DOOR. A

MEETING STILE IS ONE WHICH MATES WITH A STILE OF ANOTHER

SASH, OR A VERTICAL FRAMING MEMBER OF A DOOR OR WINDOW
FRAME WHEN THE SASH IS IN THE CLOSED POSITION.

STRIKE IS A METAL PLATE ATTACHED TO OR MORTISED INTO A DOOR

JAMB TO RECEIVE AND TO HOLD A PROJECTED LATCH BOLT AND/OR DEADBOLT IN ORDER TO SECURE THE DOOR TO THE JAMB.

SWINGING DOOR MEANS A DOOR HINGED AT THE STILE OR AT THE HEAD AND THRESHOLD.

U.L LISTED MEANS TESTED AND LISTED BY UNDERWRITERS
LABORATORIES, INC.

VANDAL RESISTANT COVER IS A PROTECTIVE COVER CONSTRUCTED

OF EITHER ACRYLIC, POLYCARBONATE OR WIRE MESH WHICH
TOTALLY ENCLOSES THE LIGHT SOURCE. THE WIRE MESH MUST HAVE POLICE DEPARTMENT NOTES:

A MAXIMUM 1/4 -INCH MESH. THE POLYCARBONATE AND ACRYLIC MUST HAVE A MINIMUM 1/2 -INCH THICKNESS. THE PURPOSE OF THE COVER

IS TO DISCOURAGE THE WILLFUL DESTRUCTION OF THE LIGHT
SOURCE.

VISIBILITY CORRIDOR IS AN OPENING OF AT LEAST A TEN-INCH SQUARE AND SHALL BE LOCATED A MINIMUM OF THIRTY -SIX (36) INCHES AND NOT TO EXCEED FIFTY (50) INCHES ABOVE GROUND LEVEL.

WINDOW ASSEMBLY IS A UNIT COMPOSED OF A GROUP OF PARTS OR

COMPONENTS WHICH MAKE UP A CLOSURE FOR AN OPENING IN A

WALL OR ROOF (INCLUDING THE ANCHORAGE) TO CONTROL LIGHT, AIR, AND OTHER ELEMENTS.

WINDOW FRAME IS THAT PART OF A WINDOW WHICH SURROUNDS

AND SUPPORTS THE SASHES AND IS ATTACHED TO THE
SURROUNDING WALL. THE MEMBERS INCLUDE SIDE JAMBS
(VERTICAL), HEAD JAMB (UPPER, HORIZONTAL), SILL AND MULLIONS. (ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1436, § 1, 8 -21 -78; ORD.

NO. 1794, § 2, 10 -14 -85)
SEC. 8-202. DEFINITION OF "ENFORCING AUTHORITY".

AS USED IN THIS DIVISION, THE TERM "ENFORCING AUTHORITY" SHALL

MEAN THE BUILDING OFFICIAL AND HIS AUTHORIZED
REPRESENTATIVES.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1794, § 3, 10 -14 -85; ORD.

NO. NS -1900, § 6, 6 -1-87)
SEC. 8-203. ENFORCEMENT.

THE ENFORCING AUTHORITY IS HEREBY EMPOWERED AND DIRECTED

TO ADMINISTER AND ENFORCE THE PROVISIONS OF THIS DIVISION

RELATING TO PHYSICAL SECURITY REQUIREMENTS FOR BUILDINGS IN THE CITY OF SANTA ANA. PLANS AND SPECIFICATIONS FOR PROPOSED

CONSTRUCTION MUST BE APPROVED, BY THE ENFORCING AUTHORITY IN ACCORDANCE WITH THE PROVISIONS OF THIS DIVISION. NO

BUILDING PERMIT IS TO BE FINALLY APPROVED OR UTILITY RELEASE

GIVEN UNLESS THE APPLICANT FOR SAID PERMIT OR RELEASE HAS

SATISFIED THE ENFORCING AUTHORITY THAT APPLICANT HAS
COMPLIED WITH THIS DIVISION.
(ORD. NO. NS -1794, § 4, 10 -14 -85)
SEC. 8-204. VIOLATIONS AND PENALTIES.

IT SHALL BE UNLAWFUL FOR ANY PERSON, FIRM OR CORPORATION TO

ERECT, CONSTRUCT, ENLARGE, MOVE, IMPROVE, CONVERT, EQUIP,

USE, OCCUPY OR MAINTAIN ANY BUILDING OR STRUCTURE IN THE CITY

OF SANTA ANA OR CAUSE THE SAME TO BE DONE, CONTRARY TO OR IN VIOLATION OF ANY OF THE PROVISIONS OF THIS DIVISION. (ORD. NO. NS -1424, § 1, 6 -5-78)
SEC. 8-205. ALTERNATE MATERIALS AND METHODS OF
CONSTRUCTION.

MATERIALS, METHODS OF CONSTRUCTION OR STRUCTURAL DESIGN

LIMITATIONS PROVIDED FOR IN THIS DIVISION ARE TO BE USED UNLESS AN EXCEPTION IS GRANTED.

THE USE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT

SPECIFICALLY PRESCRIBED BY THIS DIVISION MAY BE ALLOWED,

PROVIDED ANY SUCH ALTERNATE METHOD OR MATERIAL HAS BEEN APPROVED BY THE ENFORCING AUTHORITY PRIOR TO USE.

FURTHER, OTHER SOUND METHODS OF STRUCTURAL DESIGN OR

ANALYSIS NOT SPECIFICALLY PROVIDED FOR IN THIS DIVISION MAY BE

ALLOWED PROVIDED SUCH ALTERNATIVE HAS BEEN APPROVED BY
THE ENFORCING AUTHORITY PRIOR TO USE.

THE ENFORCING AUTHORITY MAY APPROVE ANY SUCH ALTERNATE

PROVIDED THAT THEY FIND THE PROPOSED DESIGN TO BE

SATISFACTORY AND THE MATERIAL AND METHOD OF WORK OFFERED

IS FOR THE PURPOSE INTENDED, AT LEAST EQUIVALENT TO THAT

PRESCRIBED IN THIS DIVISION IN QUALITY, STRENGTH,
EFFECTIVENESS, CRIME RESISTANCE, DURABILITY AND SAFETY. (ORD. NO. NS -1424, § 1, 6 -5-78)
SEC. 8-206. APPEALS.

THE UNIFORM CODE APPEALS BOARD SHALL HAVE THE POWER AND

BE REQUIRED TO HEAR APPEALS REGARDING DETERMINATION OF THE

SUITABILITY OF ALTERNATE MATERIALS AND METHODS OF

CONSTRUCTION, AND TO PROVIDE FOR REASONABLE

INTERPRETATION OF THE PROVISIONS OF THIS DIVISION IN THE EVENT OF A DISPUTE.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1596, § 3, 9 -8-81)

CROSS REFERENCE(S) -- UNIFORM CODE APPEALS BOARD
ESTABLISHED, § 2 -450
SEC. 8-207. KEYING REQUIREMENTS.

UPON OCCUPANCY BY THE OWNER OR PROPRIETOR, EACH SINGLE

UNIT IN A TRACT OR COMMERCIAL DEVELOPMENT, CONSTRUCTED

UNDER THE SAME GENERAL PLAN, SHALL HAVE LOCKS USING

COMBINATIONS WHICH INTERCHANGE FREE FROM LOCKS USED IN ALL

OTHER SEPARATE DWELLINGS, PROPRIETORSHIPS OR SIMILAR

DISTINCT OCCUPANCIES WITHIN SUCH TRACT OR COMMERCIAL
DEVELOPMENT. EVERY APPLICANT SHALL BE REQUIRED TO PROVIDE

THE ENFORCING AUTHORITY WITH WRITTEN CONFIRMATION OF
COMPLIANCE WITH THE ABOVE REQUIREMENTS.
(ORD. NO. NS -1424, § 1, 6 -5-78)
SEC. 8-208. GARAGE -TYPE DOORS.
(A) GARAGE -TYPE DOORS, WHICH ARE EITHER ROLLING

OVERHEAD, SOLID OVERHEAD, SWINGING, SLIDING, OR ACCORDION STYLE DOORS SHALL CONFORM TO THE FOLLOWING STANDARDS:
(1) WOOD DOORS SHALL HAVE PANELS A MINIMUM OF FIVE -
SIXTEENTHS (5/16) INCH IN THICKNESS WITH THE LOCKING HARDWARE BEING ATTACHED TO THE SUPPORT FRAMING.
(2) ALUMINUM DOORS SHALL BE A MINIMUM THICKNESS OF .0215 INCHES AND RIVETED TOGETHER A MINIMUM OF EIGHTEEN (18)
INCHES ON CENTER ALONG THE OUTSIDE SEAMS. THERE SHALL BE A

FULL WIDTH HORIZONTAL BEAM ATTACHED TO THE MAIN DOOR

STRUCTURE WHICH SHALL MEET THE PILOT, OR PEDESTRIAN ACCESS, DOOR FRAMING WITHIN THREE (3) INCHES OF THE STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR.
(3) FIBERGLASS DOORS SHALL HAVE PANELS A MINIMUM OF SIX (6) OUNCES PER SQUARE FOOT FROM THE BOTTOM OF THE DOOR TO A HEIGHT OF SEVEN (7) FEET. PANELS ABOVE SEVEN (7) FEET AND

PANELS IN RESIDENTIAL STRUCTURES HAVE A DENSITY OF NOT LESS THAN FIVE (5) OUNCES PER SQUARE FOOT.
(B) WHERE SLIDING OR ACCORDION DOORS ARE UTILIZED, THEY

SHALL BE EQUIPPED WITH GUIDE TRACKS WHICH SHALL BE DESIGNED

SO THAT THE DOOR CANNOT BE REMOVED FROM THE TRACK WHEN IN THE CLOSED AND LOCKED POSITION.
(C) DOORS THAT EXCEED SIXTEEN (16) FEET IN WIDTH SHALL
HAVE TWO (2) LOCK RECEIVING POINTS, ONE (1) LOCATED ON EACH SIDE OF THE DOOR. DOORS NOT EXCEEDING SIXTEEN (16) FEET SHALL HAVE ONE (1) LOCK RECEIVING POINT PLACED ON EITHER SIDE OF THE DOOR. A SINGLE BOLT MAY BE USED IN THE CENTER OF THE DOOR

WITH THE LOCKING POINT LOCATED EITHER IN THE FLOOR OR DOOR FRAME HEADER.
(D) ALL OVERHEAD OR SWINGING DOORS SHALL BE EQUIPPED

WITH SLIDEBOLTS WHICH SHALL BE CAPABLE OF UTILIZING PADLOCKS WITH A MINIMUM NINE -THIRTY -SECONDS (9/32) INCH SHACKLE. (1) THE ENTIRE SLIDEBOLT ASSEMBLY SHALL BE CONSTRUCTED

OF CASE -HARDENED STEEL AND SHALL HAVE A FRAME A MINIMUM OF .120 INCHES IN THICKNESS, AND A BOLT DIAMETER A MINIMUM OF ONE -HALF (1/2) INCH, AND SHALL PROTRUDE AT LEAST ONE AND ONE - HALF (1 1/2) INCHES INTO THE RECEIVING GUIDE.
(2) SLIDE BOLT ASSEMBLIES SHALL BE ATTACHED TO THE DOOR WITH BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR.

RIVETS SHALL NOT BE USED TO ATTACH SUCH ASSEMBLIES.
(E) PADLOCKS USED WITH EXTERIOR MOUNTED SLIDE BOLTS

SHALL HAVE A HARDENED STEEL SHACKLE A MINIMUM OF NINE - THIRTY -SECONDS (9/32) INCH IN DIAMETER WITH HEEL AND TOE LOCKING AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION. THE KEY SHALL BE NONREMOVABLE WHEN IN AN UNLOCKED POSITION.
(F) DOORS UTILIZING A CYLINDER LOCK SHALL HAVE A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH THE BOLT OR LOCKING BAR EXTENDING INTO THE RECEIVING GUIDE A MINIMUM OF ONE (1) INCH. (G) PEDESTRIAN ACCESS DOORS CONTAINED IN GARAGE TYPE

DOORS SHALL COMPLY TO THE STANDARDS SET FORTH IN SECTION 8-211 (B) OR (E).
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1794, § 5, 10 -14 -85) SEC. 8-209. WINDOWS AND SLIDING GLASS DOORS.

THE FOLLOWING REQUIREMENTS MUST BE MET FOR WINDOWS AND
SLIDING GLASS DOORS:
(A) EXCEPT AS OTHERWISE SPECIFIED IN SECTION 8 -210 (SPECIAL RESIDENTIAL BUILDING PROVISIONS) AND SECTION 8 -211 (SPECIAL

COMMERCIAL BUILDING PROVISIONS), ALL OPENABLE EXTERIOR

WINDOWS AND SLIDING GLASS DOORS SHALL COMPLY WITH THE
TESTS AS SET FORTH IN SECTION 8 -212 (TESTS).
(B) LOUVERED WINDOWS SHALL NOT BE USED WHEN ANY
PORTION OF THE WINDOW IS LESS THAN TWELVE (12) FEET
VERTICALLY OR SIX (6) FEET HORIZONTALLY FROM AN ACCESSIBLE

SURFACE OR ANY ADJOINING ROOF, BALCONY, LANDING, STAIR
TREAD, PLATFORM OR SIMILAR STRUCTURE.
(ORD. NO. NS -1424, § 1, 6 -5-78)
SEC. 8-210. SPECIAL RESIDENTIAL BUILDING PROVISIONS.

THE FOLLOWING SPECIAL PROVISIONS SHALL APPLY TO ALL
RESIDENTIAL DWELLINGS.
(A) ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORE

CONSTRUCTION WITH A MINIMUM THICKNESS OF ONE AND THREE - FOURTHS (1 3/4) INCHES, OR WITH PANELS NOT LESS THAN NINE - SIXTEENTHS (9/16) INCH THICK.
(B) ANY SWINGING DOOR LEADING FROM A GARAGE INTO A

RESIDENCE SHALL BE OF SOLID CORE CONSTRUCTION WITH A
MINIMUM THICKNESS OF ONE AND THREE -EIGHTHS (1 3/8) INCHES. (C) THE ABOVE -DESCRIBED DOORS SHALL BE EQUIPPED WITH A

SINGLE CYLINDER DEADBOLT HAVING A MINIMUM PROJECTION OF ONE (1) INCH AND AN EMBEDMENT OF AT LEAST THREE -FOURTHS (3/4) INCH INTO THE STRIKE RECEIVING THE BOLT. THE BOLT SHALL BE CONSTRUCTED SO AS TO RESIST CUTTING TOOL ATTACKS. THE
CYLINDER SHALL HAVE A CYLINDER GUARD, A MINIMUM OF FIVE (5) PIN

TUMBLERS, AND SHALL BE CONNECTED TO THE INNER PORTION OF THE LOCK BY CONNECTING SCREWS OF AT LEAST ONE -FOURTH (1/4) INCH DIAMETER.

THE PROVISIONS OF THIS SUBSECTION DO NOT APPLY WHERE PANIC

HARDWARE IS REQUIRED OR AN EQUIVALENT DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. FURTHER, A DUAL LOCKING

MECHANISM, CONSTRUCTED SO THAT BOTH DEADBOLT AND LATCH

CAN BE RETRACTED BY A SINGLE ACTION OF THE INSIDE DOOR KNOB

OR LEVER, MAY BE UTILIZED PROVIDED IT MEETS ALL OTHER
SPECIFICATIONS FOR LOCKING DEVICES.
(D) INSTALLATION AND CONSTRUCTION OF FRAMES AND JAMBS
FOR EXTERIOR SWINGING DOORS SHALL BE AS FOLLOWS:
(1) DOOR JAMBS SHALL BE INSTALLED WITH SOLID BACKING IN

SUCH A MANNER THAT NO VOIDS EXIST BETWEEN THE STRIKE SIDE OF

THE JAMB AND THE FRAME OPENING FOR A VERTICAL DISTANCE OF SIX (6) INCHES EACH SIDE OF THE STRIKE. FINGER JOINTS ARE PROHIBITED WITHIN TWELVE (12) INCHES VERTICALLY OF ANY
LOCKING DEVICE.
(2) IN WOOD FRAMING, HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT DOOR LOCK HEIGHT FOR THREE (3) STUD
SPACES EACH SIDE OF THE DOOR OPENINGS. TRIMMERS SHALL BE

FULL LENGTH FROM THE HEADS TO THE FLOOR WITH SOLID BACKING AGAINST SOLES PLATES.
(E) THE INACTIVE LEAF OF DOUBLE DOORS SHALL BE EQUIPPED

WITH METAL FLUSHBOLT(S) HAVING A MINIMUM EMBEDMENT OF FIVE - EIGHTHS (5/8) INCH INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME.
(F) GLAZING IN EXTERIOR DOORS OR WITHIN FORTY (40) INCHES

OF A DOOR LOCKING MECHANISM SHALL BE OF FULLY TEMPERED
GLASS OR RATED BURGLARY RESISTANCE GLAZING.
(G) HINGES FOR OUTSWINGING EXTERIOR DOORS SHALL BE

EQUIPPED WITH NONREMOVABLE HINGE PINS OR A MECHANICAL

INTERLOCK TO PRECLUDE REMOVAL OF THE DOOR FROM THE
EXTERIOR BY REMOVING THE HINGE PINS.

THIS REQUIREMENT SHALL ALSO APPLY TO EXTERIOR HINGES ON ANY SWINGING DOOR WHICH LEADS FROM A GARAGE INTO A RESIDENCE. (H) STRIKEPLATES SHALL BE CONSTRUCTED OF MINIMUM SIXTEEN (16) U.S. GAUGE STEEL, BRONZE OR BRASS A MINIMUM OF THREE AND ONE -HALF (3 1/2) INCHES IN LENGTH AND SECURED TO THE JAMB WITH SCREWS A MINIMUM OF TWO AND ONE -HALF (2 1/2) INCHES IN LENGTH. (I) ALL FRONT EXTERIOR DOORS SHALL BE EQUIPPED WITH A
WIDE ANGLE ONE HUNDRED EIGHTY (180) DEGREE DOOR VIEWER, EXCEPT WHERE CLEAR VISION PANELS ARE INSTALLED.
(J) WHEN PANIC HARDWARE IS REQUIRED BY THE UNIFORM
BUILDING CODE OR TITLE 24, CALIFORNIA ADMINISTRATIVE CODE, IT SHALL BE EQUIPPED AND INSTALLED AS FOLLOWS:
(1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2)
LOCKING POINTS ON EACH DOOR, ONE (1) LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR; OR
(2) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE (1)

LOCKING POINT WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN
ASTRAGAL CONSTRUCTED OF STEEL .125 INCHES THICK WHICH SHALL

BE ATTACHED WITH NONREMOVABLE BOLTS OR WELDED TO THE
OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR.
(3) DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A

FULL LENGTH STEEL ASTRAGAL ATTACHED TO THE DOORS AT THEIR

MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR.
(K) THE FOLLOWING PROVISIONS FOR ADDRESS MARKINGS SHALL APPLY TO RESIDENTIAL DWELLINGS:
(1) ALL RESIDENTIAL STRUCTURES SHALL DISPLAY A STREET

NUMBER IN A PROMINENT POSITION SO THAT IT SHALL BE EASILY VISIBLE FROM THE STREET. THE NUMBERS SHALL BE FOUR (4) INCHES

IN HEIGHT, OF A COLOR CONTRASTING TO THE BACKGROUND AND LOCATED SO THEY MAY BE CLEARLY SEEN AND READ. IF THE

STRUCTURE HAS REAR VEHICLE ACCESS, NUMBERS SHALL BE
PLACED THERE AS WELL.
(2) AT EACH DRIVEWAY ENTRANCE TO A MULTIPLE -FAMILY

DWELLING COMPLEX OR A PRIVATE RESIDENTIAL COMMUNITY WHICH

HAS ACCESS FROM A PUBLIC ROADWAY, THERE SHALL BE AN

ILLUMINATED DIAGRAMMATIC REPRESENTATION (PLOT PLAN) OF THE

COMPLEX WHICH SHOWS THE LOCATION OF THE VIEWER AND THE
BUILDING UNITS WITHIN THE COMPLEX.
(3) IN MULTIPLE -FAMILY DWELLING COMPLEXES, ANY BUILDING

HAVING A SEPARATE IDENTIFYING FACTOR OTHER THAN THE STREET

NUMBER SHALL BE CLEARLY IDENTIFIED IN THE MANNER DESCRIBED IN SUBSECTION (K), INFRA. EACH INDIVIDUAL UNIT OF RESIDENCE

SHALL HAVE A UNIT IDENTIFYING NUMBER, LETTER OR COMBINATION THEREOF DISPLAYED UPON THE DOOR.
(4) BUILDINGS SHALL BE NUMBERED WITH THE APPROVAL OF THE ENFORCING AUTHORITY.
(5) THIS SECTION SHALL NOT PREVENT SUPPLEMENTARY

NUMBERING SUCH AS REFLECTIVE NUMBERS ON STREET CURBS OR

DECORATIVE NUMBERING BUT THIS SHALL BE CONSIDERED

SUPPLEMENTAL ONLY AND SHALL NOT SATISFY THE REQUIREMENTS OF THIS SECTION.
(6) MAPS OF THE COMPLEX SHALL BE FURNISHED TO THE POLICE AND FIRE DEPARTMENTS UPON COMPLETION OF CONSTRUCTION. THE

MAPS SHALL INCLUDE BUILDING IDENTIFICATION AND UNIT
IDENTIFICATION.
(1) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A LIGHTING DEVICE WHICH SHALL PROVIDE A MINIMUM MAINTAINED ONE (1)

FOOTCANDLE OF LIGHT AT GROUND LEVEL DURING HOURS OF
DARKNESS. LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS.
(M) AISLES, PASSAGEWAYS AND RECESSES RELATED TO AND

WITHIN MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED

WITH LIGHTING DEVICES WHICH SHALL PROVIDE A MINIMUM
MAINTAINED ONE (1) FOOTCANDLE OF LIGHT AT GROUND LEVEL
DURING HOURS OF DARKNESS. LIGHTING DEVICES SHALL BE
PROTECTED BY VANDAL RESISTANT COVERS.
(N) ALL PARKING LOTS, CARPORTS, GARAGES AND PARKING

STRUCTURES OF MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE

EQUIPPED WITH LIGHTING DEVICES WHICH WILL PROVIDE A MINIMUM MAINTAINED ONE (1) FOOTCANDLE OF LIGHT ON THE PARKING
SURFACE DURING HOURS OF DARKNESS. SUBTERRANEAN PARKING
LOTS SHALL MAINTAIN LIGHTING TWENTY -FOUR (24) HOURS A DAY.

LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS.
(O) ALL EXTERIOR REQUIRED LIGHTING DEVICES SHALL BE

PLACED AT A HEIGHT WHICH WILL FULLY ILLUMINATE AN AVERAGE ADULT.
(P) IN MULTIPLE -FAMILY DWELLING COMPLEXES WHERE A

COMMON LAUNDRY IS SUPPLIED, THE LAUNDRY ROOM'S ACCESS

DOOR SHALL BE EQUIPPED WITH A WINDOW, SELF CLOSURE DEVICE

AND SELF LOCKING DOOR LOCK WHICH CAN BE MANUALLY
DISENGAGED ON THE INTERIOR. LIGHTING SHALL BE MAINTAINED INSIDE THE LAUNDRY ROOM DURING HOURS OF DARKNESS.
(Q) WHEN ACCESS TO OR WITHIN A MULTIPLE -FAMILY DWELLING

COMPLEX OR PRIVATE RESIDENTIAL COMMUNITY IS UNDULY

DIFFICULT BECAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE

ACCESS IS NECESSARY FOR LIFESAVING OR FIRE FIGHTING

PURPOSES, A KEY OVERRIDE IS TO BE INSTALLED IN AN ACCESSIBLE LOCATION. THE KEY OVERRIDE SHALL BE MASTERED TO BOTH FIRE DEPARTMENT AND POLICE DEPARTMENT KEYS.
(R) ALL SKYLIGHTS ON THE ROOF OF ANY RESIDENTIAL

STRUCTURE SHALL BE PROVIDED WITH RATED BURGLARY RESISTANT GLAZING.
(S) PASSENGER ELEVATORS, THE INTERIORS OF WHICH ARE NOT

COMPLETELY VISIBLE WHEN CAR DOOR(S) IS OPEN, SHALL HAVE

MIRRORS SO PLACED AS TO MAKE VISIBLE THE WHOLE OF THE

ELEVATOR INTERIOR TO PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR.
(T) WHENEVER A MAIL SLOT IS LOCATED WITHIN FORTY (40)

INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIOR DOOR,

IT SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL
DISCOURAGE MANIPULATION OF THE PRIMARY LOCKING DEVICE.
(U) ALL EXTERIOR BLOCK WALL FENCING OF MULTIPLE -FAMILY

DWELLING COMPLEXES SHALL HAVE INTERVALS PROVIDING VISIBILITY

CORRIDORS, WHICH WILL ALLOW VISIBILITY OF THE INTERIOR FROM

OUTSIDE THE WALL, AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT REGULAR INTERVALS. THESE WILL BE REQUIRED ON THE SIDE FACING THE STREET ONLY.
(V) PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL
BE FULLY ENCLOSED WITH SHEET METAL TO A HEIGHT OF TEN (10) FEET. THIS COVERING SHALL BE LOCKED AGAINST THE LADDER WITH

A CASE HARDENED HASP, SECURED WITH NONREMOVABLE SCREWS
OR BOLTS AND A PADLOCK WITH A MINIMUM THREE -EIGHTHS (3/8)

INCH HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE, AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH
NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION. HINGES ON

THE COVER WILL BE PROVIDED WITH NONREMOVABLE PINS WHEN
USING PIN TYPE HINGES.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1436, § 2, 8 -21 -78; ORD.

NO. NS -1794, § 6, 10 -14 -85)
SEC. 8-211. SPECIAL COMMERCIAL BUILDING PROVISIONS.
(A) SWINGING EXTERIOR GLASS DOORS, WOOD OR METAL DOORS

WITH GLASS PANELS, SOLID WOOD OR METAL DOORS SHALL BE
CONSTRUCTED OR PROTECTED AS FOLLOWS: (ELECTRONIC SLIDING

DOORS ARE PROHIBITED)
(1) WOOD DOORS SHALL BE OF SOLID CORE CONSTRUCTION
WITH A MINIMUM THICKNESS OF ONE AND THREE -FOURTHS (1 3/4) INCHES. HOLLOW METAL DOORS SHALL BE CONSTRUCTED OF A
MINIMUM EQUIVALENT TO SIXTEEN (16) U.S. GAUGE STEEL AND HAVE

SUFFICIENT REINFORCEMENT TO MAINTAIN THE DESIGNED
THICKNESS OF THE DOOR WHEN ANY LOCKING DEVICE IS INSTALLED;

SUCH REINFORCEMENT BEING ABLE TO RESTRICT COLLAPSING OF THE DOOR AROUND THE LOCKING DEVICE.
(2) EXCEPT WHEN DOUBLE CYLINDER DEADBOLTS ARE UTILIZED
OR SAFETY GLAZING IS REQUIRED BY CHAPTER 54 OF THE UNIFORM BUILDING CODE, ANY GLAZING INSTALLED WITHIN FORTY (40) INCHES

OF ANY DOOR LOCKING MECHANISM SHALL BE CONSTRUCTED OR
PROTECTED AS FOLLOWS:

A. FULLY TEMPERED GLASS OR RATED BURGLARY RESISTANT
GLAZING; OR
B. IRON OR STEEL GRILLS OF AT LEAST ONE -EIGHTH (1/8) INCH

MESH SECURED WITH NONREMOVABLE BOLTS ON THE INSIDE OF THE GLAZING MAY BE UTILIZED; AND FRAMING FOR IRON OR STEEL GRILLS SHALL BE BY ONE (1) INCH BY ONE -FOURTH (1/4) INCH FLAT METAL SECURED BY NONREMOVABLE BOLTS; OR
C. THE GLAZING SHALL BE COVERED WITH IRON OR STEEL BARS OF AT LEAST ONE -HALF (1/2) INCH ROUND OR ONE (1) INCH BY ONE - FOURTH (1 X 1/4) INCH FLAT METAL, SPACED NOT MORE THAN FIVE (5) INCHES APART AND SECURED WITH NONREMOVABLE BOLTS.

D. ITEMS B. AND C. ABOVE SHALL NOT INTERFERE WITH THE

OPERATION OF OPENING WINDOWS IF SUCH WINDOWS ARE
REQUIRED TO BE OPENABLE BY THE UNIFORM BUILDING CODE.
(B) ALL SWINGING EXTERIOR DOORS WITH THE EXCEPTION OF

ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED AS
FOLLOWS:
(1) A SINGLE OR DOUBLE DOOR SHALL BE EQUIPPED WITH A
DOUBLE OR SINGLE CYLINDER DEADBOLT. THE BOLT SHALL HAVE A MINIMUM PROJECTION OF ONE (1) INCH AND BE CONSTRUCTED SO AS TO REPEAL CUTTING TOOL ATTACK. THE DEADBOLT SHALL HAVE AN EMBEDMENT OF AT LEAST THREE -FOURTHS (3/4) INCH INTO THE STRIKE RECEIVING THE PROJECTED BOLT. THE CYLINDER SHALL HAVE A CYLINDER GUARD, A MINIMUM OF FIVE (5) PIN TUMBLERS, AND SHALL

BE CONNECTED TO THE INNER PORTION OF THE LOCK BY
CONNECTING SCREWS OF AT LEAST ONE -FOURTH (1/4) INCH IN DIAMETER. ALL DEADBOLTS WILL BE EQUIPPED WITH A LOCKED
INDICATOR. EXPOSED INSTALLATION SCREWS ON DOUBLE CYLINDER DEADBOLTS SHALL BE NONREMOVABLE. THE PROVISIONS OF THIS SUBSECTION DO NOT APPLY WHERE (1) PANIC HARDWARE IS
REQUIRED, OR (2) AN EQUIVALENT DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. LOCKING DEVICES SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN THIRTY (30) NOR MORE THAN FORTY -FOUR (44) INCHES ABOVE THE FINISHED FLOOR.
(2) HINGES FOR OUTSHOWING DOORS SHALL BE EQUIPPED WITH

NONREMOVABLE HINGE PINS OR A MECHANICAL INTERLOCK TO

PRECLUDE REMOVAL OF THE DOOR FROM THE EXTERIOR BY
REMOVING THE HINGE PINS.
(3) WHENEVER A MAIL SLOT IS LOCATED WITHIN FORTY (40)

INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIOR DOOR IT

SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURAGE MANIPULATION OF THE PRIMARY LOCKING DEVICE.
(4) STRIKEPLATES SHALL BE CONSTRUCTED OF MINIMUM SIXTEEN (16) U.S. GAUGE STEEL, BRONZE OR BRASS, A MINIMUM OF THREE AND ONE -HALF (3 1/2) INCHES IN LENGTH AND SECURED TO THE JAMB WITH SCREWS A MINIMUM OF TWO AND ONE -HALF (2 1/2) INCHES IN LENGTH. (C) ALL EXTERIOR DOUBLE DOORS SHALL BE EQUIPPED AS
FOLLOWS:
(1) THE INACTIVE LEAF OF DOUBLE DOORS SHALL BE EQUIPPED

WITH AUTOMATIC RELEASING METAL FLUSHBOLTS HAVING A MINIMUM EMBEDMENT OF FIVE -EIGHTHS (5/8) INCH INTO THE HEADER AND

THRESHOLD OF THE DOOR FRAME OR BY PANIC HARDWARE WHICH
CONTAINS A MINIMUM OF TWO (2) LOCKING POINTS, ONE (1) LOCATED AT THE HEADER THE OTHER AT THE THRESHOLD OF EACH DOOR.
(2) DOUBLE DOORS SHALL HAVE A FULL LENGTH ASTRAGAL,
CONSTRUCTED OF STEEL A MINIMUM OF .125 INCH THICK WHICH WILL COVER THE OPENING BETWEEN THE DOORS. THE ASTRAGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE, AND EXTENT A MINIMUM OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. THE ASTRAGAL SHALL BE ATTACHED TO THE OUTSIDE OF

THE ACTIVE DOOR BY MEANS OF WELDING OR WITH NONREMOVABLE BOLTS SPACED APART ON NOT MORE THAN TEN (10) INCH CENTERS. (D) ALUMINUM FRAME SWINGING DOORS SHALL CONFORM TO THE
FOLLOWING:
(1) THE JAMB ON ALL ALUMINUM FRAME SWINGING DOORS SHALL

BE SO CONSTRUCTED OR PROTECTED TO WITHSTAND ONE
THOUSAND SIX HUNDRED (1,600) POUNDS OF PRESSURE IN BOTH A VERTICAL DISTANCE OF THREE (3) INCHES AND A HORIZONTAL
DISTANCE OF ONE (1) INCH EACH SIDE OF THE STRIKE, SO AS TO PREVENT VIOLATION OF THE STRIKE.
(2) ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED

WITH A TWO -POINT LOCKING MECHANISM CONSISTING OF DEADBOLT HAVING A MINIMUM BOLT PROJECTION OF ONE AND ONE -HALF (1 1/2)

INCHES, OR A HOOK SHAPED OR SIMILAR BOLT THAT ENGAGES THE

STRIKE SUFFICIENTLY TO PREVENT SPREADING AND A METAL

AUTOMATIC RELEASING THRESHOLD BOLT HAVING A MINIMUM
EMBEDMENT OF FIVE -EIGHTHS (5/8) INCH INTO THE FLOOR. THE DEADBOLT LOCK SHALL HAVE A MINIMUM OF FIVE (5) PIN TUMBLERS,

AND A CYLINDER GUARD AND SHALL BE EQUIPPED WITH A LOCKED INDICATOR.
(E) PANIC HARDWARE, WHENEVER REQUIRED BY THE UNIFORM
BUILDING CODE OR TITLE 24, CALIFORNIA ADMINISTRATIVE CODE, SHALL BE EQUIPPED AND INSTALLED AS FOLLOWS:
(1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2)
LOCKING POINTS ON EACH DOOR, ONE (1) LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR; OR
(2) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE (1)

LOCKING POINT WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN
ASTRAGAL CONSTRUCTED OF STEEL .125 INCH THICK WHICH SHALL

BE ATTACHED WITH NONREMOVABLE BOLTS TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX (6) INCHES

VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC
HARDWARE. THE ASTROGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED.
(3) DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A

FULL LENGTH ASTRAGAL CONSTRUCTED OF STEEL, ATTACHED TO

THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE THE

OPENING BETWEEN THEM, BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR.
(F) INSTALLATION AND CONSTRUCTION OF FRAMES AND JAMBS
FOR EXTERIOR SWINGING DOORS SHALL BE AS FOLLOWS:
(1) DOOR JAMBS SHALL BE INSTALLED WITH SOLID BACKING IN

SUCH A MANNER THAT NO VOIDS EXIST BETWEEN THE STRIKE SIDE OF

THE JAMB AND THE FRAME OPENING FOR A VERTICAL DISTANCE OF SIX (6) INCHES EACH SIDE OF THE STRIKE. FINGER JOINTS ARE PROHIBITED.
(2) IN WOOD FRAMING, HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT DOOR LOCK HEIGHT FOR THREE (3) STUD
SPACES EACH SIDE OF THE DOOR OPENINGS. TRIMMERS SHALL BE

FULL LENGTH FROM THE HEADS TO THE FLOOR WITH SOLID BACKING AGAINST SOLE PLATES.
(G) IN MULTIPLE OCCUPANCY OFFICE BUILDINGS ALL ENTRANCE

DOORS TO INDIVIDUAL OFFICE SUITES SHALL MEET THE

CONSTRUCTION AND LOCKING REQUIREMENTS FOR EXTERIOR
DOORS.
(H) IN MULTIPLE OCCUPANCY BUILDINGS, INTERIOR WALLS

DIVIDING THE INDIVIDUAL SUITES SHALL NOT END AT THE FALSE CEILING BUT SHALL CONTINUE TO THE REAL ROOF.
(I) EXTERIOR TRANSOMS OR WINDOWS SHALL BE DEEMED
ACCESSIBLE IF LESS THAN TWELVE (12) FEET ABOVE GROUND OR ADJACENT TO ANY PEDESTRIAN WALKWAY. ACCESSIBLE WINDOWS

AND TRANSOMS HAVING A PANE OR OPENING EXCEEDING NINETY -SIX (96) SQUARE INCHES, WITH THE SMALLEST DIMENSION EXCEEDING SIX (6) INCHES, AND NOT VISIBLE FROM A PUBLIC OR PRIVATE
THOROUGHFARE SHALL BE PROTECTED IN THE FOLLOWING MANNER:
(1) FULLY TEMPERED GLASS OR BURGLARY RESISTANT GLAZING; OR
(2) THE FOLLOWING WINDOW BARRIERS MAY BE USED BUT SHALL

BE SECURED WITH BOLTS, WHICH ARE NONREMOVABLE FROM THE
EXTERIOR:

A. INTERIOR OR EXTERIOR STEEL OR IRON BARS OF AT LEAST
ONE -HALF (1/2) INCH ROUND OR ONE BY ONE -QUARTER (1 X 1/4) INCH FLAT METAL SPACED NOT MORE THAN FIVE (5) INCHES APART AND SECURELY FASTENED; OR
B. INTERIOR OR EXTERIOR IRON OR STEEL GRILLS OF AT LEAST ONE -EIGHTH (1/8) INCH METAL WITH NOT MORE THAN A TWO (2) INCH MESH AND SECURELY FASTENED.
(1) THE PROTECTIVE BARS OR GRILLS SHALL NOT INTERFERE

WITH THE OPERATION OF OPENING WINDOWS IF SUCH WINDOWS ARE REQUIRED TO BE OPENABLE BY THE UNIFORM BUILDING CODE.
(J) ROOF OPENINGS SHALL BE EQUIPPED AS FOLLOWS:
(1) ALL SKYLIGHTS ON THE ROOF OF ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE PROVIDED WITH:

A. RATED BURGLARY RESISTANT GLAZING; OR
B. IRON OR STEEL BARS OF AT LEAST ONE -HALF (1/2) INCH
ROUND OR ONE BY ONE -FOURTH (1 X 1/4) INCH FLAT METAL SPACED NOT MORE THAN FIVE (5) INCHES ON CENTER TO CROSS THE
NARROWEST DIMENSION OF THE OPENING BEING COVERED. IF THE NARROWEST DIMENSION OF THAT OPENING EXCEEDS EIGHTEEN (18)

INCHES, CROSS MEMBERS SHALL BE WELDED INTO PLACE, NOT MORE THAN EIGHTEEN (18) INCHES APART BEGINNING WITH A CROSS
MEMBER AT THE CENTER OF THE OPENING. CROSS MEMBERS SHALL BE WELDED TO EACH AND EVERY BAR IT CROSSES. THE ENTIRE BAR

ASSEMBLY SHALL BE MOUNTED INSIDE THE SKYLIGHT AND SHALL BE

ATTACHED TO THE BUILDING STRUCTURE BY MEANS OF MACHINE
BOLTS SPACED NOT MORE THAN SIXTEEN (16) INCHES APART OR

ATTACHED BY MEANS OF AN EQUIVALENT METHOD APPROVED BY THE ENFORCING AUTHORITY; OR
C. A STEEL OR IRON GRILL OF AT LEAST ONE -EIGHTH (1/8) INCH METAL WITH A MAXIMUM TWO (2) INCH MESH MOUNTED INSIDE THE

SKYLIGHT AND SECURED BY BOLTS WHICH ARE NONREMOVABLE
FROM THE EXTERIOR.

D. THESE REQUIREMENTS DO NOT APPLY ON ANY STRUCTURE
WITH A HEIGHT OF THIRTY -FIVE (35) FEET OR MORE WHERE THERE IS

NO READILY AVAILABLE ROOF ACCESS AS DETERMINED BY THE
ENFORCING AUTHORITY.
(1) ALL HATCHWAY OPENINGS ON THE ROOF OR ANY BUILDING OR

PREMISES USED FOR BUSINESS PURPOSES SHALL BE SECURED AS FOLLOWS:

A. IF THE HATCHWAY IS OF WOODEN MATERIAL, IT SHALL BE
COVERED ON THE INSIDE WITH AT LEAST SIXTEEN (16) U.S. GAUGE SHEET STEEL, OR ITS EQUIVALENT, ATTACHED WITH SCREWS.

B. THE HATCHWAY SHALL BE SECURED FROM THE INSIDE WITH A

SLIDE BAR OR SLIDE BOLTS WHICH ARE ATTACHED BY
NONREMOVABLE BOLTS.

C. OUTSIDE HINGES ON ALL HATCHWAY OPENINGS SHALL BE

PROVIDED WITH NONREMOVABLE PINS WHEN USING PIN -TYPE
HINGES.
(1) ALL AIR DUCT OR AIR VENT OPENINGS EXCEEDING NINETY -SIX (96) SQUARE INCHES ON THE ROOF OR EXTERIOR WALLS OF ANY

COMMERCIAL BUILDING SHALL BE SECURED BY COVERING SAME WITH EITHER OF THE FOLLOWING:

A. IRON OR STEEL BARS OF AT LEAST ONE -HALF (1/2) INCH
ROUND OR ONE BY ONE -FOURTH (1 X 1/4) INCH FLAT METAL SPACED NO MORE THAN FIVE (5) INCHES APART AND SECURELY FASTENED; OR B. IRON OR STEEL GRILLS OF AT LEAST ONE -EIGHTH (1/8) INCH METAL WITH A MAXIMUM TWO (2) INCH MESH AND SECURELY
FASTENED.

C. IF THE BARRIER IS ON THE OUTSIDE, IT SHALL BE SECURED WITH BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR.

D. THE ABOVE MUST NOT INTERFERE WITH VENTING

REQUIREMENTS, CREATING POTENTIALLY HAZARDOUS CONDITIONS

TO HEALTH AND SAFETY, OR CONFLICT WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE OR TITLE 19, CALIFORNIA ADMINISTRATIVE CODE.
(K) PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL
BE FULLY ENCLOSED WITH SHEET METAL TO A HEIGHT OF TEN (10) FEET. THIS COVERING SHALL BE LOCKED AGAINST THE LADDER WITH

A CASE HARDENED HASP, SECURED WITH NONREMOVABLE SCREWS
OR BOLTS AND A PADLOCK WITH A MINIMUM THREE -EIGHTH (3/8) INCH

HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE, AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION. HINGES ON THE COVER WILL

BE PROVIDED WITH NONREMOVABLE PINS WHEN USING PIN -TYPE HINGES.
(L) A BUILDING LOCATED WITHIN EIGHT (8) FEET OF UTILITY

POLES, TREES OR SIMILAR STRUCTURES WHICH ALLOW ACCESS TO

THE BUILDING'S ROOF, WINDOWS OR OTHER OPENINGS SHALL HAVE

SUCH ACCESS AREA BARRICADED OR FENCED WITH MATERIALS TO DETER HUMAN CLIMBING.
(M) THE FOLLOWING STANDARDS FOR LIGHTING AND ADDRESS
MARKINGS SHALL APPLY TO COMMERCIAL BUILDINGS:
(1) THE ADDRESS NUMBER OF EVERY COMMERCIAL BUILDING

SHALL BE LOCATED AND DISPLAYED SO THAT IT SHALL BE EASILY VISIBLE FROM THE STREET. THE NUMERALS IN THESE NUMBERS
SHALL BE NO LESS THAN SIX (6) INCHES IN HEIGHT AND BE OF A COLOR CONTRASTING TO THE BACKGROUND. IN ADDITION, ANY

BUSINESS WHICH AFFORDS VEHICULAR ACCESS TO THE REAR

THROUGH ANY DRIVEWAY, ALLEYWAY OR PARKING LOT SHALL ALSO DISPLAY THE SAME NUMBERS ON THE REAR OF THE BUILDING.
(2) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A LIGHTING DEVICE WHICH SHALL PROVIDE A MINIMUM MAINTAINED ONE (1)

FOOTCANDLE OF LIGHT AT GROUND LEVEL DURING HOURS OF
DARKNESS. LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS.
(3) ALL PARKING LOTS, AND ACCESS THERETO, PROVIDING MORE THAN TEN (10) PARKING SPACES AND FOR USE BY THE GENERAL PUBLIC, SHALL BE PROVIDED WITH A MINIMUM MAINTAINED ONE (1)

FOOTCANDLE OF LIGHT ON THE PARKING SURFACE FROM DUSK UNTIL THE TERMINATION OF BUSINESS EVERY OPERATING DAY. AT ALL OTHER HOURS OF DARKNESS, A MINIMUM MAINTAINED .25
FOOTCANDLES OF LIGHT SHALL BE PROVIDED AT GROUND LEVEL. (4) EXTERIOR LIGHTING SHALL NOT SHINE AWAY FROM SUBJECT PROPERTY.
(N) INTERIOR NIGHT LIGHTING SHALL BE MAINTAINED IN THOSE

AREAS THAT ARE VISIBLE FROM THE STREET (GROUND FLOORS
ONLY).
(O) ALL EXTERIOR BLOCK WALL FENCING SHALL HAVE INTERVALS

PROVIDING VISIBILITY CORRIDORS WHICH WILL ALLOW VISIBILITY OF

THE INTERIOR FROM OUTSIDE THE WALL, AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT REGULAR INTERVALS. THIS APPLIES ONLY TO BLOCK WALLS VISIBLE FROM THE STREET.
(P) PASSENGER ELEVATORS, THE INTERIORS OF WHICH ARE NOT

COMPLETELY VISIBLE WHEN THE CAR DOOR(S) IS OPEN, SHALL HAVE

MIRRORS SO PLACED AS TO MAKE VISIBLE THE WHOLE OF THE

ELEVATOR INTERIOR TO PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR.
(Q) WHEN ACCESS TO OR WITHIN A COMMERCIAL COMPLEX IS

UNDULY DIFFICULT BECAUSE OF SECURED OPENINGS OR WHERE

IMMEDIATE ACCESS IS NECESSARY FOR LIFE SAVING OR FIRE

FIGHTING PURPOSES, A KEY OVERRIDE IS TO BE INSTALLED IN AN ACCESSIBLE LOCATION. THE KEY OVERRIDE SHALL BE MASTERED TO BOTH THE FIRE DEPARTMENT AND POLICE DEPARTMENT KEYS.
(R) ANY STRUCTURE FOUR (4) STORIES IN HEIGHT OR GREATER WILL HAVE A REPEATER INSTALLED IN ITS ROOF.
(S) ESTABLISHMENTS HAVING SPECIFIC TYPE INVENTORIES SHALL BE PROTECTED BY THE FOLLOWING ALARM SERVICE:
(1) SILENT ALARM SYSTEM WITH A CENTRAL STATION HOOK -UP AND REQUIRED TWENTY -FOUR -HOUR SUPERVISED SERVICE:

A. JEWELRY STORE -- MANUFACTURING, WHOLESALE OR RETAIL.

B. ANY ESTABLISHMENT MANUFACTURING, STORING OR SELLING
FIREARMS AND AMMUNITION.

C. ESTABLISHMENTS SELLING OR STORING WHOLESALE LIQUOR,
TOBACCO OR DRUGS.

D. FACILITIES SELLING OR STORING FURS.

E. PRECIOUS METAL STORAGE FACILITIES.

F. BANKS, SAVINGS AND LOAN INSTITUTIONS AND CREDIT
UNIONS.
(1) SILENT ALARM SYSTEM NOT REQUIRING A CENTRAL STATION HOOKUP OR SUPERVISED SERVICE:

A. LIQUOR STORES.

B. PAWNSHOPS.

C. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
ELECTRONIC EQUIPMENT.

D. ESTABLISHMENTS DEALING IN COINS AND STAMPS.

E. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
INDUSTRIAL TOOL SUPPLIES.

F. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
CAMERAS.
(1) LOCAL OR AUDIBLE ALARM SYSTEM:

A. ANTIQUE DEALERS.

B. ART GALLERIES.

C. SERVICE STATIONS.

D. FOOD MARKETS.
(1) NOTHING IN THIS SUBSECTION SHALL PRECLUDE THE USE OF

AN ALARM SYSTEM PROVIDING A HIGHER LEVEL OF SECURITY THAN THAT WHICH IS REQUIRED.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1502, § 1, 10 -1-79; ORD.

NO. NS -1794, § 7, 10 -14 -85)
SEC. 8-212. TESTS.
(A) TESTS, GENERAL.
(1) IT SHALL BE THE RESPONSIBILITY OF THE OWNER, OR HIS

DESIGNATED AGENT, OF A BUILDING OR STRUCTURE FALLING WITHIN

THE PROVISIONS OF THIS DIVISION TO PROVIDE THE ENFORCING

AUTHORITY WITH A WRITTEN SPECIFICATION PERFORMANCE TEST

REPORT INDICATING THAT THE MATERIALS UTILIZED MEET THE
MINIMUM REQUIREMENTS.
(2) WHENEVER THERE IS INSUFFICIENT EVIDENCE OF

COMPLIANCE WITH THE PROVISIONS OF THIS DIVISION OR EVIDENCE

THAT ANY MATERIAL OR ANY CONSTRUCTION DOES NOT CONFORM

TO THE REQUIREMENTS OF THIS DIVISION, OR IN ORDER TO

SUBSTANTIATE CLAIMS FOR ALTERNATE MATERIALS OR METHODS OF

CONSTRUCTION, THE ENFORCING AUTHORITY MAY REQUIRE TESTS

AS PROOF OF COMPLIANCE TO BE MADE AT THE EXPENSE OF THE

OWNER OR HIS AGENT BY ANY AGENCY WHICH IS APPROVED BY THE ENFORCING AUTHORITY.
(3) SPECIMENS SHALL BE REPRESENTATIVE, AND THE

CONSTRUCTION SHALL BE VERIFIED BY ASSEMBLY DRAWINGS AND BILL OF MATERIALS. TWO (2) COMPLETE SETS OF MANUFACTURER OR

FABRICATOR INSTALLATION INSTRUCTIONS AND FULL -SIZE OR

ACCURATE SCALE TEMPLATES FOR ALL ITEMS AND HARDWARE SHALL BE INCLUDED.
(B) SLIDING GLASS DOOR TESTS/PROCEDURES.
(1) THE CONSTRUCTION AND SIZE OF THE TEST DOOR

ASSEMBLIES, JAMBS AND HEADERS, AND ALL HARDWARE

COMPONENTS SHALL BE REPRESENTATIVE OF THAT FOR WHICH
ACCEPTANCE IS DESIRED. THE DOOR ASSEMBLY AND MOUNTING IN

THE SUPPORT FIXTURE SHALL SIMULATE THE RIGIDITY NORMALLY

PROVIDED TO A DOOR ASSEMBLY IN A BUILDING BY THE CEILING, FLOOR AND WALLS.
(2) SAMPLE DOORS SUBMITTED FOR TESTING SHALL BE GLAZED.

PANELS SHALL BE CLOSED AND LOCKED WITH THE PRIMARY LOCKING DEVICE ONLY.
(3) TESTS SHALL BE PERFORMED ON THE SAMPLES IN THE
FOLLOWING ORDER:
(A) WITH THE PANELS IN THE TEST POSITION, A CONCENTRATED LOAD OF EIGHT HUNDRED (800) POUNDS SHALL BE APPLIED TO THE

VERTICAL PULL STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE

DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE DOOR. WITH THE LOAD REMOVED, DETERMINE IF

THE PRIMARY LOCKING DEVICE CAN BE UNLOCKED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA.
(B) WITH PANELS IN THE TEST POSITION, A CONCENTRATED LOAD OF FIFTY (50) POUNDS SHALL BE APPLIED TO THE VERTICAL PULL

STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE DIRECTION

PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN

THE DOOR WHILE, SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS IS APPLIED TO THE SAME AREA

OF THE SAME STILE IN A DIRECTION PERPENDICULAR TO THE PLANE OF GLASS TOWARD THE INTERIOR SIDE OF THE BUILDING. WITH THE

LOAD APPLIED, DETERMINE IF THE PRIMARY LOCKING DEVICE CAN BE UNLOCKED BY MANIPULATION AS DIRECTED IN TEST (1), INFRA. (C) REPEAT TEST (B) SUBSTITUTING EIGHT HUNDRED (800)
POUNDS FOR THE INDICATED FIFTY (50) POUNDS. PERFORM THE MANIPULATION TESTS WITH THE LOAD REMOVED.

NONREMOVABLE BOLTS.

C. OUTSIDE HINGES ON ALL HATCHWAY OPENINGS SHALL BE

PROVIDED WITH NONREMOVABLE PINS WHEN USING PIN -TYPE
HINGES.
(1) ALL AIR DUCT OR AIR VENT OPENINGS EXCEEDING NINETY -SIX (96) SQUARE INCHES ON THE ROOF OR EXTERIOR WALLS OF ANY

COMMERCIAL BUILDING SHALL BE SECURED BY COVERING SAME WITH EITHER OF THE FOLLOWING:

C. IF THE BARRIER IS ON THE OUTSIDE, IT SHALL BE SECURED WITH BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR.

D. THE ABOVE MUST NOT INTERFERE WITH VENTING

REQUIREMENTS, CREATING POTENTIALLY HAZARDOUS CONDITIONS

A CASE HARDENED HASP, SECURED WITH NONREMOVABLE SCREWS
OR BOLTS AND A PADLOCK WITH A MINIMUM THREE -EIGHTH (3/8) INCH

HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE, AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION. HINGES ON THE COVER WILL

BE PROVIDED WITH NONREMOVABLE PINS WHEN USING PIN -TYPE HINGES.
(L) A BUILDING LOCATED WITHIN EIGHT (8) FEET OF UTILITY

POLES, TREES OR SIMILAR STRUCTURES WHICH ALLOW ACCESS TO

THE BUILDING'S ROOF, WINDOWS OR OTHER OPENINGS SHALL HAVE

BUSINESS WHICH AFFORDS VEHICULAR ACCESS TO THE REAR

AREAS THAT ARE VISIBLE FROM THE STREET (GROUND FLOORS
ONLY).
(O) ALL EXTERIOR BLOCK WALL FENCING SHALL HAVE INTERVALS

PROVIDING VISIBILITY CORRIDORS WHICH WILL ALLOW VISIBILITY OF

COMPLETELY VISIBLE WHEN THE CAR DOOR(S) IS OPEN, SHALL HAVE

MIRRORS SO PLACED AS TO MAKE VISIBLE THE WHOLE OF THE

ELEVATOR INTERIOR TO PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR.
(Q) WHEN ACCESS TO OR WITHIN A COMMERCIAL COMPLEX IS

UNDULY DIFFICULT BECAUSE OF SECURED OPENINGS OR WHERE

IMMEDIATE ACCESS IS NECESSARY FOR LIFE SAVING OR FIRE

A. JEWELRY STORE -- MANUFACTURING, WHOLESALE OR RETAIL.

B. ANY ESTABLISHMENT MANUFACTURING, STORING OR SELLING
FIREARMS AND AMMUNITION.

C. ESTABLISHMENTS SELLING OR STORING WHOLESALE LIQUOR,
TOBACCO OR DRUGS.

D. FACILITIES SELLING OR STORING FURS.

E. PRECIOUS METAL STORAGE FACILITIES.

F. BANKS, SAVINGS AND LOAN INSTITUTIONS AND CREDIT
UNIONS.
(1) SILENT ALARM SYSTEM NOT REQUIRING A CENTRAL STATION HOOKUP OR SUPERVISED SERVICE:

A. LIQUOR STORES.

B. PAWNSHOPS.

C. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
ELECTRONIC EQUIPMENT.

D. ESTABLISHMENTS DEALING IN COINS AND STAMPS.

E. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
INDUSTRIAL TOOL SUPPLIES.

F. ESTABLISHMENTS MANUFACTURING, STORING OR SELLING
CAMERAS.
(1) LOCAL OR AUDIBLE ALARM SYSTEM:

A. ANTIQUE DEALERS.

B. ART GALLERIES.

C. SERVICE STATIONS.

D. FOOD MARKETS.
(1) NOTHING IN THIS SUBSECTION SHALL PRECLUDE THE USE OF

AN ALARM SYSTEM PROVIDING A HIGHER LEVEL OF SECURITY THAN THAT WHICH IS REQUIRED.
(ORD. NO. NS -1424, § 1, 6 -5-78; ORD. NO. NS -1502, § 1, 10 -1-79; ORD.

NO. NS -1794, § 7, 10 -14 -85)
SEC. 8-212. TESTS.
(A) TESTS, GENERAL.
(1) IT SHALL BE THE RESPONSIBILITY OF THE OWNER, OR HIS

DESIGNATED AGENT, OF A BUILDING OR STRUCTURE FALLING WITHIN

THE PROVISIONS OF THIS DIVISION TO PROVIDE THE ENFORCING

AUTHORITY WITH A WRITTEN SPECIFICATION PERFORMANCE TEST

REPORT INDICATING THAT THE MATERIALS UTILIZED MEET THE
MINIMUM REQUIREMENTS.
(2) WHENEVER THERE IS INSUFFICIENT EVIDENCE OF

COMPLIANCE WITH THE PROVISIONS OF THIS DIVISION OR EVIDENCE

THAT ANY MATERIAL OR ANY CONSTRUCTION DOES NOT CONFORM

TO THE REQUIREMENTS OF THIS DIVISION, OR IN ORDER TO

SUBSTANTIATE CLAIMS FOR ALTERNATE MATERIALS OR METHODS OF

CONSTRUCTION, THE ENFORCING AUTHORITY MAY REQUIRE TESTS

AS PROOF OF COMPLIANCE TO BE MADE AT THE EXPENSE OF THE

OWNER OR HIS AGENT BY ANY AGENCY WHICH IS APPROVED BY THE ENFORCING AUTHORITY.
(3) SPECIMENS SHALL BE REPRESENTATIVE, AND THE

CONSTRUCTION SHALL BE VERIFIED BY ASSEMBLY DRAWINGS AND BILL OF MATERIALS. TWO (2) COMPLETE SETS OF MANUFACTURER OR

FABRICATOR INSTALLATION INSTRUCTIONS AND FULL -SIZE OR

ACCURATE SCALE TEMPLATES FOR ALL ITEMS AND HARDWARE SHALL BE INCLUDED.
(B) SLIDING GLASS DOOR TESTS/PROCEDURES.
(1) THE CONSTRUCTION AND SIZE OF THE TEST DOOR

ASSEMBLIES, JAMBS AND HEADERS, AND ALL HARDWARE

COMPONENTS SHALL BE REPRESENTATIVE OF THAT FOR WHICH
ACCEPTANCE IS DESIRED. THE DOOR ASSEMBLY AND MOUNTING IN

THE SUPPORT FIXTURE SHALL SIMULATE THE RIGIDITY NORMALLY

PROVIDED TO A DOOR ASSEMBLY IN A BUILDING BY THE CEILING, FLOOR AND WALLS.
(2) SAMPLE DOORS SUBMITTED FOR TESTING SHALL BE GLAZED.

VERTICAL PULL STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE

DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE DOOR. WITH THE LOAD REMOVED, DETERMINE IF

STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE DIRECTION

PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN

THE DOOR WHILE, SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS IS APPLIED TO THE SAME AREA

OF THE SAME STILE IN A DIRECTION PERPENDICULAR TO THE PLANE OF GLASS TOWARD THE INTERIOR SIDE OF THE BUILDING. WITH THE

I L CAF
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FO T TAE

ENGINEER ARCHITECT

DATE SIGNED: 09/08/2023
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DSA BACK CHECK

DSA PLAN CHECK

CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be used alone.

2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

NOT FOR CONSTRUCTION

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

POLICE DEPARTMENT
NOTES
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023
NO. REMARKS DATE
POLICE DEPARTMENT NOTES (CONT.) :
(C) WITH THE SLIDING SASH IN THE NORMAL POSITION, A
CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE

APPLIED SEPARATELY TO EACH SASH MEMBER INCORPORATING A
LOCKING DEVICE, AT A POINT ON THE SASH MEMBER WITHIN SIX (6)

INCHES OF THE LOCKING DEVICE, IN THE DIRECTION PARALLEL TO

THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE WINDOW

WHILE, SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF SEVENTY -FIVE (75) POUNDS IS APPLIED TO THE SAME AREA OF THE

SAME SASH MEMBER IN THE DIRECTION PERPENDICULAR TO THE
PLANE OF THE GLASS TOWARD THE EXTERIOR SIDE OF THE WINDOW.

WITH THE LOAD REMOVED, APPLY THE MANIPULATION TEST
DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA.
(D) WITH THE SLIDING SASH LIFTED UPWARD TO THE FULL LIMIT

WITHIN THE CONFINES OF THE WINDOW FRAME, A CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE APPLIED

SEPARATELY TO EACH SASH MEMBER INCORPORATING A LOCKING
DEVICE, AT A POINT ON THE SASH WITHIN SIX (6) INCHES OF THE

LOCKING DEVICE, IN THE DIRECTION PARALLEL TO THE PLANE OF GLASS THAT WOULD TEND TO OPEN THE WINDOW. WITH THE LOAD

REMOVED, APPLY THE MANIPULATION TEST DESCRIBED IN
SUBSECTION (B)(3)(1), SUPRA.
(E) WITH THE SLIDING SASH LIFTED UPWARD TO THE FULL LIMIT

WITHIN THE CONFINES OF THE WINDOW FRAME, A CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE APPLIED

SEPARATELY TO EACH SASH MEMBER INCORPORATING A LOCKING
DEVICE, AT A POINT ON THE SASH WITHIN SIX (6) INCHES OF THE

LOCKING DEVICE, IN THE DIRECTION PARALLEL TO THE PLANE OF THE

GLASS THAT WOULD TEND TO OPEN THE WINDOW WHILE,

SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF
SEVENTY -FIVE (75) POUNDS IS APPLIED TO THE SAME AREA OF THE

SAME SASH MEMBER IN THE DIRECTION PERPENDICULAR TO THE
PLANE OF THE GLASS TOWARDS THE INTERIOR SIDE OF THE WINDOW.

WITH THE LOAD REMOVED, APPLY THE MANIPULATION TEST
DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA.
(F) WITH THE SLIDING SASH LIFTED UPWARD TO THE FULL LIMIT

WITHIN THE CONFINES OF THE WINDOW FRAME, A CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE APPLIED

SEPARATELY TO EACH SASH MEMBER INCORPORATING A LOCKING
DEVICE, AT A POINT ON THE SASH MEMBER WITHIN SIX (6) INCHES OF

THE LOCKING DEVICE, IN THE DIRECTION PARALLEL TO THE PLANE OF

THE GLASS THAT WOULD TEND TO OPEN THE WINDOW WHILE,

SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF
SEVENTY -FIVE (75) POUNDS IS APPLIED TO THE SAME AREA OF THE

SAME SASH MEMBER IN THE DIRECTION PERPENDICULAR TO THE
PLANE OF THE GLASS TOWARD THE EXTERIOR SIDE OF THE WINDOW.

WITH THE LOAD REMOVED, APPLY THE MANIPULATION TEST
DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA.
(G) FOR INSIDE SLIDING WINDOWS, REPEAT TEST (F) WHILE

SIMULTANEOUSLY APPLYING A CONCENTRATED LOAD OF TWENTY - FIVE (25) POUNDS INWARD AT THE END OF THE MOVABLE BOTTOM RAIL NEAR THE MEETING STILE OPPOSITE THE LOCKSTILE. FOR

OUTSIDE SLIDING WINDOWS, REPEAT TEST (F) WHILE

SIMULTANEOUSLY APPLYING A CONCENTRATED LOAD OF TWENTY - FIVE (25) POUNDS IN THE SAME DIRECTION AS THE PERPENDICULAR

LOAD INWARD AT THE END OF THE MOVABLE BOTTOM RAIL NEAR THE MEETING STILE OPPOSITE THE LOCK STILE OUTWARD.
(H) PERFORM THE DISASSEMBLY AND MANIPULATION TEST AS
DESCRIBED IN SUBSECTION (B)(3)(M), SUPRA.
(3) THE TESTS FOR TYPES B AND C WINDOW ASSEMBLIES SHALL BE PERFORMED IN THE FOLLOWING ORDER:
(A) WITH THE SWINGING SASH IN THE NORMAL POSITION, APPLY A CONCENTRATED LOAD OF ONE HUNDRED (100) POUNDS WITHIN
THREE (3) INCHES OF EACH END OF THE RAIL OR STILE WHICH IS

OPPOSITE THE HINGED SIDE, IN THE DIRECTION PERPENDICULAR TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE WINDOW. (B) REPEAT TEST (A) AND SIMULTANEOUSLY APPLY A
CONCENTRATED LOAD OF ONE HUNDRED (100) POUNDS ON THE
OUTSIDE WITHIN ONE (1) INCH OF THE END OF THE STILE OR RAIL

WHICH IS OPPOSITE THE HINGED SIDE, IN A DIRECTION PARALLEL TO

THE PLANE OF THE GLAZING WHICH WOULD TEND TO DISENGAGE THE LOCK.
(C) WITH THE SWINGING SASH IN THE NORMAL POSITION, APPLY A CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS ON THE RAIL OR STILE CONTAINING THE LOCKING DEVICE WITHIN SIX (6) INCHES OF THE LOCK.
(D) REPEAT TEST (B) WHILE SIMULTANEOUSLY APPLYING TEST (C).

THE MANIPULATION TEST DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA,

SHALL BE APPLIED IN TESTS (A), (B) AND (D) TO THE SASH WITH THE LOAD REMOVED.
(E) PERFORM THE DISASSEMBLY AND MANIPULATION TEST AS
DESCRIBED IN SUBSECTION (B)(3)(M), SUPRA.
(4) TESTS FOR TYPE D WINDOW ASSEMBLIES SHALL BE
PERFORMED IN THE FOLLOWING ORDER:
(A) WITH THE SASH IN THE NORMAL POSITION, SIMULTANEOUSLY APPLY A CONCENTRATED LOAD OF ONE HUNDRED (100) POUNDS
WITHIN THREE (3) INCHES OF THE ENDS OF EACH RAIL OR STILE

WHICH IS PERPENDICULAR TO THE PIVOT SIDES IN THE DIRECTION THAT WOULD TEND TO OPEN THE SASH.
(B) WITH THE SASH IN THE NORMAL POSITION, APPLY A
CONCENTRATED LOAD OF ONE HUNDRED (100) POUNDS ON THE RAIL OR STILE CONTAINING THE PIVOT WITHIN ONE (1) INCH OF THE PIVOT IN A DIRECTION PARALLEL TO THE PIVOTS.
(C) REPEAT TEST (B), APPLYING THE LOAD TO THE OPPOSITE RAIL OR STILE.
(D) WITH THE SASH IN THE NORMAL POSITION, APPLY A
CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS ON THE RAIL OR STILE CONTAINING THE LOCKING DEVICE WITHIN SIX (6) INCHES OF THE LOCK.
(E) REPEAT TEST (D) WHILE SIMULTANEOUSLY APPLYING THE
LOAD SPECIFIED IN TEST (B). REPEAT TEST (D) WHILE
SIMULTANEOUSLY APPLYING THE LOAD SPECIFIED IN TEST (C) ABOVE.

THE MANIPULATION TEST DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA,

SHALL BE APPLIED IN TESTS (A), (B), (C) AND (D) ABOVE TO THE SASH WITH THE LOAD REMOVED.
(F) PERFORM THE DISASSEMBLY AND MANIPULATION TEST AS
DESCRIBED IN SUBSECTION (B)(3)(M), SUPRA.
(5) A WINDOW ASSEMBLY SHALL FAIL THESE TESTS IF AT ANY

TIME DURING OR AFTER THE TESTS, THE ASSEMBLY DOES NOT

REMAIN ENGAGED, INTACT, AND IN THE CLOSED AND LOCKED
POSITION, OR BY MANIPULATING EXPOSED COMPONENT; OR IF ONE CAN ENTER THROUGH DISPLACED OR DAMAGED PORTIONS.
(6) THE REPORT SHALL CONTAIN A DESCRIPTION OF THE

RESULTS OF THE TEST PERFORMED IN ACCORDANCE WITH THE TEST METHODS ABOVE. THE REPORT SHALL INCLUDE THE FOLLOWING:

IDENTIFICATION OF THE SAMPLES TESTED; TYPE, LOCATION, AND NUMBER OF ANCHORS; TYPE AND THICKNESS OF GLAZING MATERIAL

AND AN INDICATION OF WHETHER OR NOT THE SUBJECT PASSED THE TEST. THE REPORT SHALL ALSO INDICATE AT WHAT POINT THE
ASSEMBLY FAILS. THE TEST REPORT SHALL BC CERTIFIED TO BE A

TRUE COPY BY THE TESTING LABORATORY AND SHALL BE

FORWARDED DIRECT FROM THE LABORATORY TO THE ENFORCING
AUTHORITY.
(D) WITH THE PANELS IN THE TEST POSITION, A CONCENTRATED LOAD OF FIFTY (50) POUNDS SHALL BE APPLIED TO THE VERTICAL

PULL STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE

DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD

TEND TO OPEN THE DOOR WHILE SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS IS APPLIED

TO THE SAME STILE IN THE DIRECTION PERPENDICULAR TO THE PLANE OF THE GLASS TOWARD THE EXTERIOR SIDE OF THE DOOR.

WITH THE LOAD APPLIED, DETERMINE IF THE PRIMARY LOCKING

DEVICE CAN BE UNLOCKED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA.
(E) REPEAT TEST (D) SUBSTITUTING EIGHT HUNDRED (800)
POUNDS FOR THE INDICATED FIFTY (50) POUNDS. PERFORM THE MANIPULATION TESTS WITH THE LOAD REMOVED.
(F) WITH THE MOVABLE PANEL LIFTED UPWARD TO ITS FULL LIMIT

WITHIN THE CONFINES OF THE DOOR FRAME, A CONCENTRATED LOAD OF EIGHT HUNDRED (800) POUNDS SHALL BE APPLIED SEPARATELY TO

EACH VERTICAL PULL STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE,

IN THE DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE DOOR. WITH THE LOAD REMOVED,

DETERMINE IF THE PRIMARY LOCKING DEVICE CAN BE UNLOCKED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA.
(G) WITH THE MOVABLE PANEL LIFTED UPWARD TO ITS FULL LIMIT

WITHIN THE CONFINES OF THE DOOR FRAMES, A CONCENTRATED
LOAD OF FIFTY (50) POUNDS SHALL BE APPLIED TO THE VERTICAL

PULL STILE INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE

DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD

TEND TO OPEN THE DOOR WHILE, SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS IS APPLIED

TO THE SAME AREA OF THE SAME STILE IN THE DIRECTION

PERPENDICULAR TO THE PLANE OF THE GLASS TOWARD THE
INTERIOR SIDE OF THE DOOR. WITH LOAD APPLIED, DETERMINE IF THE

PRIMARY LOCKING DEVICE CAN BE UNLOCKED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA.
(H) REPEAT TEST (G) SUBSTITUTING EIGHT HUNDRED (800)
POUNDS FOR THE INDICATED FIFTY (50) POUNDS. PERFORM THE MANIPULATION TESTS WITH THE LOAD REMOVED.
(I) WITH THE MOVABLE PANEL LIFTED UPWARD TO ITS FULL LIMIT

WITHIN THE CONFINES OF THE DOOR PANEL, A CONCENTRATED LOAD OF FIFTY (50) POUNDS SHALL BE APPLIED TO THE VERTICAL STILE

INCORPORATING A LOCKING DEVICE, AT A POINT ON THE STILE WITHIN SIX (6) INCHES OF THE LOCKING DEVICE, IN THE DIRECTION PARALLEL

TO THE PLANE OF GLASS THAT WOULD TEND TO OPEN THE DOOR

WHILE, SIMULTANEOUSLY, AND ADDITIONAL CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS IS APPLIED TO THE SAME AREA OF THE

SAME STILE IN THE DIRECTION PERPENDICULAR TO THE PLANE OF THE GLASS TOWARD THE EXTERIOR SIDE OF THE DOOR. WITH THE

LOAD APPLIED, DETERMINE IF THE PRIMARY LOCKING DEVICE CAN BE UNLOCKED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA. (J) REPEAT TEST (I) SUBSTITUTING EIGHT HUNDRED (800) POUNDS FOR THE INDICATED FIFTY (50) POUNDS. PERFORM THE MANIPULATION TESTS WITH THE LOAD REMOVED.
(K) FOR INSIDE SLIDING DOORS, REPEAT TEST (D) WHILE
SIMULTANEOUSLY APPLYING A CONCENTRATED LOAD OF FIFTY (50)

POUNDS AT THE END OF THE MOVABLE BOTTOM RAIL NEAR THE
MEETING STILES INWARD. FOR OUTSIDE SLIDING DOORS, REPEAT

TEST (D) WHILE SIMULTANEOUSLY APPLYING A CONCENTRATED LOAD OF FIFTY (50) POUNDS AT THE END OF THE MOVABLE BOTTOM RAIL NEAR THE MEETING STILES AND OUTWARD.
(L) LIFT, PUSH, PULL, OR OTHERWISE MANIPULATE BY HAND THE

DOOR RELATIVE TO THE CLEARANCES WITHIN THE FRAME WHILE
ATTEMPTING TO OPEN THE DOOR. THIS TEST SHALL BE CONDUCTED CONTINUOUSLY FOR FIVE (5) MINUTES. EXAMINE THE ASSEMBLY AND

DETERMINE A METHOD AND POSITION FOR INSERTING A TOOL

THROUGH THE ASSEMBLY FROM THE OUTSIDE SO AS TO CONTACT
THE PRIMARY LOCKING DEVICE OR THE LATCH. TWO (2) DIFFERENT TOOLS SHALL BE USED: A KNIFE OR SPATULA WITH A THIN BLADE APPROXIMATELY ONE -THIRTY -SECOND (1/32) INCH THICK, NOT MORE THAN ONE (1) INCH WIDE AND NO LONGER THAN SIX (6) INCHES; AND A

PIECE OF STIFF STEEL WIRE WITH A DIAMETER OF APPROXIMATELY ONE -SIXTEENTH (1/16) INCH. DETERMINE WHETHER IT IS POSSIBLE TO

INSERT THE WIRE OR MANIPULATE WITH EITHER OF THESE TOOLS SO AS TO UNLOCK THE DOOR WITHIN A FIVE -MINUTE TIME PERIOD. (M) WITH THE FOLLOWING TOOLS:

1. A KNIFE OR SPATULA WITH A THIN BLADE APPROXIMATELY
ONE -THIRTY -SECOND (1/32) INCH THICK, NOT MORE THAN ONE (1) INCH WIDE, AND NO LONGER THAN SIX (6) INCHES; AND

2. A STRAIGHT OR PHILLIPS SCREWDRIVER WITH A MAXIMUM SIX (6) INCH SHAFT.

REMOVE FROM THE DOOR ASSEMBLY ALL SCREWS, GLAZING HEADS,

OR OTHER MECHANICAL FASTENERS WHICH CAN BE REMOVED
READILY FROM THE EXTERIOR WITHIN A TIME LIMIT OF FIVE (5) MINUTES. DETERMINE IF THE PRIMARY LOCKING DEVICE CAN BE

UNLOCKED OR ENTRY GAINED BY MANIPULATION AS DESCRIBED IN TEST (1), INFRA.
(4) FIXED PANELS. FIXED PANELS SHALL BE FASTENED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TESTS
SHALL BE PERFORMED IN THE FOLLOWING ORDER:
(A) WITH THE PANELS IN THE NORMAL POSITION, A
CONCENTRATED LOAD OF THREE HUNDRED (300) POUNDS SHALL BE

APPLIED AT MIDSPAN OF THE FIXED JAMBSTILE IN THE DIRECTION

PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO
REMOVE THE FIXED PANEL FROM THE FRAME JAMB POCKET. WITH

THE LOAD APPLIED, DETERMINE IF ENTRY CAN BE GAINED BY
MANIPULATION AS DESCRIBED IN SUBSECTION (B)(3)(1), INFRA. (B) WITH THE PANELS IN THE NORMAL POSITION, A
CONCENTRATED LOAD OF THREE HUNDRED (300) POUNDS SHALL BE

APPLIED AT MIDSPAN OF THE FIXED JAMBSTILE IN THE DIRECTION

PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO

REMOVE THE FIXED PANEL FROM THE FRAME JAMB POCKET WHILE,

SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF ONE
HUNDRED FIFTY (150) POUNDS IS APPLIED AT MIDSPAN OF THE FIXED

PANEL INTERLOCK STILE IN THE DIRECTION PERPENDICULAR TO THE

PLANE OF THE GLASS WHICH WOULD TEND TO DISENGAGE THE
MEETING STILES. WITH THIS LOAD APPLIED, DETERMINE IF ENTRY CAN BE GAINED BY MANIPULATION AS DESCRIBED IN SUBSECTION (B)(3)(1), INFRA.
(C) REPEAT TEST (A) WITH THE FIXED PANEL LIFTED UPWARD TO ITS FULL LIMIT WITHIN THE CONFINES OF THE DOOR FRAME. THE LIFTING FORCE NEED NOT EXCEED ONE HUNDRED FIFTY (150)

POUNDS AT THE BOTTOM OF THE EXTERIOR FACE OF THE MEETING STILE. WITH THIS LOAD APPLIED, DETERMINE IF ENTRY CAN BE GAINED BY MANIPULATION AS DESCRIBED IN SUBSECTION (B)(3)(1), INFRA. (5) A SLIDING DOOR ASSEMBLY SHALL FAIL THESE TESTS IF AT

ANY TIME DURING OR AFTER THE TEST, THE SLIDING DOOR ASSEMBLY

DOES NOT REMAIN ENGAGED, INTACT, AND IN THE CLOSED AND
LOCKED POSITION OR BY MANIPULATING AN EXPOSED COMPONENT;

OR IF ONE CAN ENTER THROUGH DISPLACED OR DAMAGED
PORTIONS.
(6) THE REPORT SHALL INCLUDE THE FOLLOWING:

IDENTIFICATION OF THE SAMPLES TESTED; TYPE, SIZE, LOCATION, AND NUMBER OF LOCKING DEVICES; TYPE, LOCATION, AND NUMBER OF ANCHORS; TYPE AND THICKNESS OF GLAZING MATERIAL AND AN
INDICATION OF WHETHER OR NOT THE SUBJECT PASSED THE TEST.

THE REPORT SHALL ALSO INDICATE AT WHAT POINT THE ASSEMBLY FAILS. THE REPORT SHALL BE CERTIFIED TO BE A TRUE COPY BY THE

TESTING LABORATORY AND SHALL BE FORWARDED DIRECT FROM THE LABORATORY TO THE ENFORCING AUTHORITY.
(C) WINDOW CLASSIFICATIONS.
(1) TYPE A WINDOW ASSEMBLIES INCORPORATE ONE (1) OR MORE

SASHES THAT OPEN BY SLIDING IN THE PLANE OF THE WALL IN WHICH THE WINDOW IS INSTALLED.
(2) TYPE B WINDOW ASSEMBLIES INCORPORATE ONE (1) OR MORE FRAMED SASHES WHICH ARE HINGED AT OR NEAR TWO (2) CORNERS

OF THE INDIVIDUAL SASH AND OPEN TOWARD THE EXTERIOR OF THE WALL.
(3) TYPE C WINDOW ASSEMBLIES INCORPORATE ONE (1) OR

MORE SASHES WHICH OPEN TOWARD THE INTERIOR AND ARE HINGED AT OR NEAR TWO (2) CORNERS OF THE SASH.
(4) TYPE D WINDOW ASSEMBLIES INCORPORATE ONE (1) OR

MORE SASHES WHICH ARE HINGED OR PIVOT NEAR THE CENTER SO

THAT PART OF THE SASH OPENS INTO THE INTERIOR WALL AND PART OPENS TOWARD THE EXTERIOR.
(D) WINDOW TESTS/PROCEDURES.
(1) WINDOW ASSEMBLIES SHALL BE MOUNTED FOLLOWING THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL THE

WINDOW ASSEMBLY IN A TEST FIXTURE WHICH SIMULATES THE WALL CONSTRUCTION REQUIRED BY CHAPTER 25 OF THE UNIFORM
BUILDING CODE. THE UNIT SHALL BE FULLY GLAZED. THE SASH SHALL BE CLOSED AND LOCKED WITH THE PRIMARY LOCKING DEVICE ONLY. (2) TESTS FOR TYPE A WINDOW ASSEMBLIES SHALL BE
PERFORMED IN THE FOLLOWING ORDER:
(A) WITH THE SLIDING SASH IN THE NORMAL POSITION, A
CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE

APPLIED SEPARATELY TO EACH MEMBER INCORPORATING A LOCKING DEVICE, AT A POINT ON THE SASH MEMBER WITHIN SIX (6) INCHES OF

THE LOCKING DEVICE, IN THE DIRECTION PARALLEL TO THE PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE WINDOW. WITH THE

LOAD REMOVED, APPLY THE MANIPULATION TEST DESCRIBED IN
SUBSECTION (B)(3)(1), SUPRA.
(B) WITH THE SLIDING SASH IN THE NORMAL POSITION, A
CONCENTRATED LOAD OF TWO HUNDRED (200) POUNDS SHALL BE

APPLIED SEPARATELY TO EACH SASH MEMBER INCORPORATING A
LOCKING DEVICE, AT A POINT ON THE SASH MEMBER WITHIN SIX (6)

INCHES OF THE LOCKING DEVICE IN THE DIRECTION PARALLEL TO THE

PLANE OF THE GLASS THAT WOULD TEND TO OPEN THE WINDOW

WHILE, SIMULTANEOUSLY, AN ADDITIONAL CONCENTRATED LOAD OF SEVENTY -FIVE (75) POUNDS IS APPLIED IN THE SAME AREA OF THE

SAME SASH MEMBER IN THE DIRECTION PERPENDICULAR TO THE
PLANE OF THE GLASS TOWARD THE INTERIOR SIDE OF THE WINDOW.

WITH THE LOAD REMOVED, APPLY THE MANIPULATION TEST
DESCRIBED IN SUBSECTION (B)(3)(1), SUPRA.
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DATE SIGNED: 09/08/2023
25 W
RAMP
FHPIV
E

WPIVWWWPP
TS
U U

WWCWPPTE GTSTSWTS
N 28° 07' 21" E 1072.92'
N 53° 15' 10" W 1237.84'
N 53° 15' 10" W 1040.99'
319.38'
282.42'
N 89° 53' 43" E 59.02'
469.20'
N 89° 53' 43" E 83.37'
N 28° 07' 21" E 639.15'
N 28° 07' 21" E 233.01'
N 53° 15' 10" W 342.31'
N 89° 53' 43" E 384.12'
Δ=106°36'35" R=25.00' L=46.52'
N 78° 29' 14" W7.10'
Δ=11°38'14"R=1158.00'L=235.20'
N 89° 52' 32" E 332.46'
N 89° 52' 42" E 545.28'

ACCESSACCESS
PM 84-886PARCEL 4PMB 198/19
PM 84-886PARCEL 2PMB 198/19APN: 405-241-01VARIOUSOWNERSBUILDING0.2' IN BUILDING0.6' IN
FENCE0.2' OUT
CONCRETE0.2' IN

CONCRETEON PL

PARCEL BRECIPROCAL ACCESS AND PARKING
6' 6

2.5'PARCEL C

2.5'PARCEL C
601-605 FAIRVIEW ST1 STORY BUILDINGAREA: 5,793HEIGHT: 19.5'68.8'117.3'

60.9'68.1'
210.5'

65.5'

10.2'
270.5'

50.2'

56.9'

87.0'

86.0'86.0'

87.0'

88.0'

88.0'89.0'

87.0'

88.0'

89.0'

90.0'

91.0'

89.0'
406.14'
698.68'

SAME POINT

SAME POINT
FHTEE
CONC
CONC

87.0'

86.0'

87.0'88.0'

86.0'86.0'

87.0'

BUILDING

FAIRVIEW STREET

PACIFIC ELECTRIC RAILWAY
SEE ENLARGEDPLAN "A", HEREON

SEE OFFSITEIMPROVEMENT PLANS
FHPIV

60.9'
210.5'

88.0'
DATEISSUED FOR:

SHEET:

Date:2200133Project Number:TN Drawn By:AK Checked By:AS SPECIFIEDScale:

CONSULTANTS:
601 N. FAIRVIEW STREETSANTA ANA, CA 92703

NOT FORCONSTRUCTION
140 Newport Center Drive, Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.com 6/23/2023 VISTA CHARTER SCHOOLPHASE IV
C1.30

PRELIMINARYGRADING ANDDRAINAGE PLAN

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DATE SIGNED: 09/08/2023
25 AINROFILACFOETATS

FAIRVIEW
ST
(E) BUILDING TO

BE RENOVATED
W 5TH ST
(E) VISTA GLOBAL ACADEMIES
(E) BUILDING
SIZE: 19,100 SF
USE: BUSINESS
CONSTRUCTION TYPE: V -B
HEIGHT: 19' -0"
ROOF CONSTRUCTION: CLASS A RATED
(E) BUILDING (E) BUILDING
1 5
1 15
1 26
1 8
1 4
1 5
(E) BUILDING TO BE

DEMOLISHED
UNDER PERMIT # 101112017
1 38
1 12
1 17
1 6
1 PARCEL 4
PARCEL 2
PARCEL 1
PACIFIC ELECTRIC RAILWAYCURRENT SETBACK:

FRONT: 20FT ON AN ARTERIAL STREET
CURRENT PARKING FORMULA:

FIVE (5) SPACES FOR EACH ONE THOUSAND
(1,000) SQUARE FEET OF GROSS FLOOR
AREA
(E) 20'-0" FRONT BLDG SETBACK
PARCEL 3
FH
FH
112
120
27 8
1 SIZE: 46,992 SF
USE: EDUCATION
CONSTRUCTION TYPE: V -B
HEIGHT: 25' -0"
ROOF CONSTRUCTION: CLASS A RATED
210'-6"
50'-9"
270'-4"
65'-8"
10'-6"
43'-5"
41'-0"
9'-10"
30'-0" 10'-5"
12,186 SF
5,837 SF 75'-4"
60'-11"
117
'-3"
68'-6"
00 207
00 206 00 206 00 206
00 208
02 222
02 223
02 225 02 225
02 226
00 209 00 209
02 227
02 228
18 1
30 PROPERTY LINE

TO BE DEMOLISED
(E) 4'-0" TALL 2 RAIL WROUGHT IRON FENCE
(E) FIRE HYDRANT
(E) TRAFFIC CIRCULATION - PICKUP AND DROP-OFF
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DSA BACK CHECK

DSA PLAN CHECK

CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be used alone.

2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

NOT FOR CONSTRUCTION

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

SITE PLAN DEMO
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023
NO. REMARKS DATE
1" = 30'-0"
REF: 6 / A5.1
10 OVERALL SITE PLAN - DEMO

GENERAL NOTES
LEGEND

1. CONTRACTOR IS RESPONSIBLE FOR 6'-0" HIGH TEMPORARY CONSTRUCTION

BARRIER WITH VISION SCREEN AT STAGING, STORAGE AND CONSTRUCTION AREA WITH SIGNAGE EVERY 20'-0" TO WARN STUDENTS OF CONSTRUCTION AREA.

2. CONTRACTOR TO BRING IN OFFICE TRAILER TO CONSTRUCTION AREA.

3. CONTRACTOR SHALL ACCESS THE SITE FROM _____________. ANY DAMAGE TO FIRE LANE WILL BE AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR TO REPAIR BACK TO EXISTING CONDITIONS ALL LAYDOWN AREAS AT THE END OF CONSTRUCTION. THIS INCLUDES LANDSCAPE AREAS AND ANY BROKEN SPRINKLERS, VALVE BOXES, CONCRETE, ASPHALT, ETC.

5. CONTRACTOR SHALL REPLACE, RECONSTRUCT AND REPAIR ALL EXISTING

WORK THAT IS IMPACTED, DAMAGED, OR DESTROYED AS A RESULT OF ANY

CONTRACTOR WORK INCLUDING, BUT NOT LIMITED TO, HARDSCAPING,

SIDEWALKS, IRRIGATION SYSTEMS, LANDSCAPING, LAWNS, STRUCTURES AND UTILITIES - ALL TO THE SATISFACTION OF THE DISTRICT.

6. WHERE ASPHALT OR CONCRETE IS BEING REPATCHED, CONTRACTOR SHALL PROVIDE EVEN AND STRAIGHT LINE CUTS WITH 2-FOOT STRAIGHT SLURRY SEAL SURFACE PATCH ON BOTH SIDES OF CUT.

7. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC.,

AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING

UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ARCHITECT IS NOT RESPONSIBLE

FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS.

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

8. GATES IN PATH OF TRAVEL SHALL COMPLY WITH EXIT DOOR REQUIREMENTS WITH PROPER LEVER HARDWARE AND KICK PLATES.

9. THE PROJECT REQUIRES A LOT MERGER APPLICATION

10. ALL IMPROVEMENTS TO BE CONSTRUCTED AND INSTALLED BY THE

DEVELOPER AND/OR THE DEVELOPER EXPENSE IN ACCORDANCE WITH THE

CITY DESIGN STANDARDS AND SPECIFICATIONS, THE SANTA ANA MUNICIPAL CODE, AND THE APPROVED STREET IMPROVEMENT PLANS.

11. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATIONS WILL BE

IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE DEVELOPER'S

EXPENSE
N

KEYNOTES

NUMBER NOTE
00 206 REMOVE (E) CONCRETE WALKWAY
00 207 REMOVE (E) PLANTER
00 208 BLACKOUT (E) ACCESSIBLE PARKING SYMBOL, TYP.
00 209 BLACKOUT (E) STRIPING, TYP.
02 222 (E) MAIN FIRE CONTROL
02 223 (E) TRANSFORMER
02 225 (E) BUSINESS PARK PARKING
02 226 (E) DROP OFF
02 227 (E) TRASH ENCLOSURE
02 228 (E) WATER VALVE

PARKING ANALYSIS

PARKING REQUIRED

CLASSROOM REQUIREMENTS
39 # OF CLASSROOMS

1.5 SPACES/CLASSROOM PARKING FACTOR
59 SPACES REQUIRED

OFFICE REQUIREMENTS
1,534 OFFICE SPACE SF
1 SPACE/333 SF PARKING FACTOR
5 SPACES REQUIRED

TOTAL REQUIREMENTS
59 SPACES CLASSROOMS
5 SPACES OFFICE SPACE
64 SPACES REQUIRED
18 HANDICAP ACCESSIBLE
29 COMPACT SPACES
178 TOTAL PROVIDED
11 CLEAN AIR VEHICLE PARKING
120 PARKING

PARKING PROVIDED
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DATE SIGNED: 09/08/2023
25 FAIRVIEW
ST

PROPOSED RENOVATION

BUILDING
W 5TH ST
(E) BUILDING
(E) BUILDING (E) BUILDING

DROP OFF
(E) FRONT PARKING LOT: 20 SPACES
(E) PARKING LOT
15'-0" SETBACK
SIDE PARKING LOT: 43 SPACES

PACIFIC ELECTRIC RAILWAY
N52°45'31"W
342.35' (M)
N52°15'47"W
342.35' (R)
S89°36'18"E 384.19' (M)
S89°53'26"E 384.19' (R)
N28°37'37"E
233.02' (M)
233.02' (R)
FH
FH
A1.2
5 PARCEL 4
PARCEL 2
PARCEL 1
PARCEL 3 38
1 12
1 17
(E) SHARED PARKING
1 6
1 12
1 20
27 TOTAL: 29 SPACES
(E) VISTA GLOBAL ACADEMIES
SIZE: 66,181 SF
USE: EDUCATION
HEIGHT: 25' -0"

PLAY YARD
4640 SF

PLAY FIELD
7372 SF
30'-6"

COMMUNITY
GARDEN
2297 SF

PROPERTY LINE
(E) FIRE HYDRANT
(N) LANDSCAPE PLANTING
(N) CONCRETE

PROPOSED RENOVATION BUILDING

LIMIT OF WORK
20'-0" FIRE LANE / EMERGENCY VEHICLE
FIRE HOSE PULL (150')
(N) ACCESSIBLE PATH OF TRAVEL
(N) 6'-0" TALL 2 RAIL WROUGHT IRON FENCE

PROPOSED PLAY FIELD
NEXXFIELD: SYNTHETIC TURF - X-GEN-E2 (E) TRUNCATED DOMES (E) 4'-0" TALL 2 RAIL WROUGHT IRON FENCE

FRONT SETBACK

SITE GATE
BASED ON CalGreen 2022 PART 11, TABLE 5.106.5.2 & 5.106.5.3.3

TOTAL NUMBER OF

PARKING SPACES

NUMBER OF REQUIRED

CLEAN AIR VEHICLE SPACES
0 TO 9 0
10 TO 25 4
26 TO 50 8
51 TO 75 13
76 TO 100 17
101 TO 150 25

NUMBER OF REQUIRED

CHARGING SPACES
0 0
2 3
4 6
151 TO 200 35 9
201 and over 20 percent of total¹
25 percent of EV capable spaces 2
¹ Calculation for spaces shall be rounded up to the nearest whole number
2 The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the total number of required EV capable spaces shown in column 2.

BASED ON CBC 2022, TABLE 11B-208.2 "PARKING SPACES"

TOTAL NUMBER OF PARKING SPACES

PROVIDED IN PARKING FACILITY

MINIMUM NUMBER OF REQUIRED

ACCESSIBLE PARKING SPACES
1 TO 25 1
26 TO 50 2
51 TO 75 3
76-100 4
101-150 5
151-200 6
201-300 7
301-400 8
401-500 9
501-1000
2 PERCENT OF TOTAL
1001 AND OVER 20, PLUS 1 FOR EACH 100, OR FRACTION
THEREOF, OVER 1000
STANDARD PARKING PROVIDED: 18 STALLS
ACCESSIBLE PARKING REQUIRED: 1 STALL
ACCESSIBLE PARKING PROVIDED: 2 STANDARD + 1 VAN STAL L
72'-2"
20'-0"

DROP OFF (E) SITE BOLLARDS
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DSA PLAN CHECK

CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be use d alone.

2. This sheet is not to be used for construction un less the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments o f service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
Studio W Architects
424 32nd Street, Suite D/E
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
C:\Users\tonyp\OneDrive - BCA Architects, Inc\Documents\22037 - Vista Charter School Phase IV_CUP_tonypALRW5.rvt 12/5/2023 12:30:15 AM
A1.1

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

SITE PLAN OVERALL
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023
1" = 40'-0"
REF: 6 / A5.1
10 OVERALL SITE PLAN
LEGEND

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR 6'-0" HIGH TEMPORA RY CONSTRUCTION

BARRIER WITH VISION SCREEN AT STAGING, STORAGE AND CONSTRUCTION AREA WITH SIGNAGE EVERY 20'-0" TO WARN STUDENTS OF CONSTRUCTION AREA.

2. CONTRACTOR TO BRING IN OFFICE TRAILER TO CONSTRU CTION AREA.

3. CONTRACTOR SHALL ACCESS THE SITE FROM __________ ___. ANY DAMAGE TO FIRE LANE WILL BE AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR TO REPAIR BACK TO EXISTING CONDITIONS ALL LAYDOWN AREAS AT THE END OF CONSTRUCTION. THIS INCLUDES LANDSCAPE AREAS AND ANY BROKEN SPRINKLERS, VALVE BOXES, CONCRETE, ASPHALT, ETC.

5. CONTRACTOR SHALL REPLACE, RECONSTRUCT AND REPAIR ALL EXISTING

WORK THAT IS IMPACTED, DAMAGED, OR DESTROYED AS A RESULT OF ANY

CONTRACTOR WORK INCLUDING, BUT NOT LIMITED TO, HARDSCAPING,

SIDEWALKS, IRRIGATION SYSTEMS, LANDSCAPING, LAWNS, STRUCTURES AND UTILITIES - ALL TO THE SATISFACTION OF THE DISTRICT.

6. WHERE ASPHALT OR CONCRETE IS BEING REPATCHED, CO NTRACTOR SHALL PROVIDE EVEN AND STRAIGHT LINE CUTS WITH 2-FOOT STRAIGHT SLURRY SEAL SURFACE PATCH ON BOTH SIDES OF CUT.

7. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXC AVATING AND TRENCHING ON SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC.,

AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING

UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ARCHITECT IS NOT RESPONSIBLE

FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS.

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.

8. GATES IN PATH OF TRAVEL SHALL COMPLY WITH EXIT D OOR REQUIREMENTS WITH PROPER LEVER HARDWARE AND KICK PLATES.

9. ALL IMPROVEMENTS TO BE CONSTRUCTED AND INSTALLED BY THE

DEVELOPER AND/OR THE DEVELOPER EXPENSE IN ACCORDANCE WITH THE

CITY DESIGN STANDARDS AND SPECIFICATIONS, THE SANTA ANA MUNICIPAL CODE, AND THE APPROVED STREET IMPROVEMENT PLANS.

10. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATIO NS WILL BE

IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE DEVELOPER'S

EXPENSE

CLEAN AIR VEHICLE PARKING
TOTAL PARKING PROVIDED: 18 STALLS
EV CHARGING SPACES PROVIDED: 0 STALLS
DESIGNATED CLEAN AIR PARKING PROVIDED: 4 STALLS

ACCESSIBLE PARKING

PARKING ANALYSIS
18 5764 SF OF OFFICE / 333 SF =
18 TOTAL NUMBER OF SPACES REQ'D =
71 TOTAL NUMBER OF SPACES PROVIDED =
N

PROPOSED OFFICE BUILDING
1" = 20'-0"
REF: 6 / A5.1
1SITE PLAN - TURN AROUND ANALYSIS
NO. REMARKS DATE

PROPERTY LINE
(E) FIRE HYDRANT
(N) LANDSCAPE PLANTING
(N) CONCRETE

PROPOSED RENOVATION BUILDING

LIMIT OF WORK
20'-0" FIRE LANE / EMERGENCY VEHICLE
FIRE HOSE PULL (150')

ACCESSIBLE PATH OF TRAVEL AND

PROPOSED PEDESTRIAN PATHWAY
6'-0" TALL 2 RAIL WROUGHT IRON FENCE.

SEE DETAIL 1/A10.2.

PROPOSED PLAY FIELD
NEXXFIELD: SYNTHETIC TURF - X-GEN-E2
(E) TRUNCATED DOMES

FRONT SETBACK
(E) TREE TO REMAIN

TREE, REFER TO LANDSCAPE DRAWINGS

SITE GATE
(E) 4'-0" TALL 2 RAIL WROUGHT IRON FENCE

COMMUNITY GARDEN
(E) LANDSCAPE PLANTING
LIGHT POLE. REFER TO

ELECTRICAL DRAWINGS

PROPOSED IRRIGATION IRR

FAIRVIEW
ST

PROPOSED RENOVATION

BUILDING
(E) BUILDING

PLAY YARD
4640 SF
(E) TRASH

ENCLOSURE
1 7
1 9
1 1
7 DROP OFF
(E) PARKING LOT
(E) PARKING LOT
(E) SITE BOLLARDS
TYP.
8'-6"
41'-10"
TYP.
8'-6"
15'-0" SETBACK
(E) FRONT PARKING LOT

SIDE PARKING LOT

PACIFIC ELECTRIC RAILWAY

CLEAN AIR / VANPOOL
EV PARKING. TYP.

FIRE ACCESS GATE

WITH KNOX BOX SIZE
(E) TRANSFORMER
FH
PARCEL 4
PARCEL 2
FRONT PARKING LOT: 20 SPACES
SIDE PARKING LOT: 43 SPACES
N52°45'31"W
342.35' (M)
N52°15'47"W
342.35' (R)
S89°36'18"E 384.19' (M)
S89°53'26"E 384.19' (R)
N28°37'37"E
233.02' (M)
233.02' (R)
(E) VISTA GLOBAL ACADEMIES
SIZE: 66,181 SF
USE: EDUCATION
HEIGHT: 25' -0"

OVERHANG
2'-0"
14'-0"
12'-0"
8'-6"
25'-2"

OVERHANG
2'-0"
16'-0"

TRASH ENCLOSURE

W/ SOLID ROOF

COMPACT PARKING
1 10
5 1
5'-0"
8'-6"
8'-6"
TYP.
6'-0"

ORNAMENTAL WROUGHT
IRON GATE FENCING.

SEE 1/A10.2. TYP.
6' UTILITY EASEMENT
RECORDING NO. 87 -274683
PARCEL C 2.5' ROOF
OVERHANG EASEMENT.

INSTRUMENT NO. 87 -343208

PARCEL C C/L OF DRAINAGE EASEMENT

RUNS ALONG SOUTHERN BOUNDARY OF
SUBJECT PROPERTY.

INSTRUMENT NO. 87 -343208
PARCEL C 2.5' ROOF

OVERHANG EASEMENT
INSTRUMENT NO. 87 -343208
G110 2
A6.2
3 A6.2
1 A6.2

COMMUNITY GARDEN
2297 SF

PLAY FIELD
7372 SF

DRIVE AISLE
86'-0"
85'-9"
(E) BOLLARDS. TYP.

RECONSTRUCTED COMMERCIAL
DRIVEWAY APPROACH. SEE

STREET IMPROVEMENTS PLAN
SHEET 3.

PCC SIDEWALK. SEE STREET
IMPROVEMENTS PLAN SHEET 3.

9.25' .

UTILITY TRENCH FOR

IRRIGATION LINE TO SERVICE
METER . SEE STREET
IMPROVEMENTS PLAN SHEET 3
IRR
IRR
IRR

TRASH ENCLOSURE
W/ SOLID ROOF.

FLOWERING VINE OVER

CMU WALL TO REDUCE

GRAFFITI AND SOFTEN

APPEARANCE
6' -4" WELDED WIRE MESH FENCING
PER METROLINK ENG STD 5105 ALONG
NORTH PROPERTY LINE. SEE DETAIL 12/A10.2
10 1
10 1
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Ren. 9/30/23
No. C 30345
H

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A
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FO T TAE

DSA BACK CHECK

DSA PLAN CHECK

CONSTRUCTION

BIDDING

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Application Number
Date

GENERAL NOTES

1. This sheet is part of a set and is not to be used alone.

2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.

3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.

Reproduction and/or distribution without the prior written consent of the architect is forbidden.

4. Copyright Studio W Associates, Inc. 2022.

REVISION HISTORY

KEY PLAN
FILE PATH:

PRINT DATE:

NOT FOR CONSTRUCTION

CONDITIONAL USE PERMIT
Author

XX-XXXXXX
10/01/2023
601 N FAIRVIEW, SANTA ANA, CA
92703

ENLARGED SITE PLAN
22037
Checker

VISTA CHARTER SCHOOL

PHASE IV
2609 W 5TH STREET
SANTA ANA, CA 92703

VISTA HERITAGE GLOBAL

ACADEMY
DATE SIGNED: 10/01/2023
LEGEND

GENERAL NOTES
N
NO. REMARKS DATE
1" = 15'-0"
REF: 10 / A1.1
5 ENLARGED SITE PLAN