City Council/Public Financing Authority
May 5, 2026

N

DORSETT DR DORSETT DR

POSTON LN

KROLL LN

FRY CIR

ARCEL CIR

STILWELL DR

SHAW LN

BRENTON LN BARBADOS CIR

MAGNOLIA ST

PROJECT
SITE

MAGNOLIA ST
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CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
1" = 100'-0"
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:13 PM
A0.1

CUP SUBMITTAL
JCP
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

COVER SHEET
21010
TP

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

ARCHITECT

STUDIO W ARCHITECTS

BRIAN WHITMORE, PRINCIPAL
980 9TH STREET
SACRAMENTO, CA 95814
[T] (916) 254-5600
[email protected]
CLIENT

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

HUNTINGTON BEACH CITY SCHOOL DISTRICT
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646
[T] (714) 964-8888
LEISA WINSTON, ADMIN. TO SUPERINTEDENT

PROJECT DIRECTORYPROJECT DESCRIPTION
THE PROPOSED SINGLE-STORY BUILDING TO BE 7,510 GROSS SF. THIS WILL INCLUDE APPROXIMATELY 1,714 GROSS SF OF OFFICE AND SUPPORT SPACES WHERE THE 14 MAINTENANCE AND OPERATION STAFF WILL WORK WHEN ON SITE. THE 1,951 GROSS SF

DEDICATED TO AREAS WHERE MAINTENANCE WORK WILL OCCUR WILL BE DEDICATED

TO WOOD WORKING, METAL WORKING, GROUNDSKEEPING AND LIGHT MECHANIC WORK. THE REMAINING 3,845 GROSS SF OF THE BUILDING WILL BE USED TO HOUSE THE

DISTRICTS MAINTENANCE MATERIALS THAT WILL BE STORED HERE FOR USE ON SCHOOL SITES. CEQA ANALYSIS WILL BE CONDUCTED BY HBCSD.

HOURS AND DAYS OF OPERATION: MONDAY THROUGH FRIDAY – 7:00 AM TO 4:00 PM NUMBER OF EMPLOYEES: 14
ADDRESS:
8750 DORSETT DRIVE
HUNTINGTON BEACH, CALIFORNIA 92646
APN: 148-113-42
SITE AREA: 209,088 SQ. FT / 4.80 ACRES
LEGAL DESCRIPTION:

ALL THAT CERTAIN LAND SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF ORANGE, CITY OF HUNTINGTON BEACH, DESCRIBED AS FOLLOWS:

THE WEST 512.47 FEET OF THE NORTH 425.00 FEET OF THE SOUTHEAST ONE-QUARTER (SE 1/4) OF THE ORTHEAST ONE-QUARTER (NE 1/4) OF SECTION 13, TOWNSHIP 6 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN AS SHOWN ON A MAP RECORDED IN BOOK 51, PAGE 14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE

COUNTY, CALIFORNIA, LYING SOUTHERLY OF THE EASTERLY PROLONGATION OF THE CENTER LINE OF DORSETT LANE, AS SHOWN ON THE MAP OF TRACK 6020, RECORDED IN BOOK 233, PAGES 5, 6 AND 7 OF MICELLENEOUS MAPS, RECORDS OF ORANGE

COUNTY, CALIFORNIA

DRAWING INDEX

VICINITY MAP
SHT.

NO. DESCRIPTION

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 (2021 IBC &

CALIFORNIA AMENDMENTS)

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

NATIONAL ELECTRICAL CODE

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

UNIFORM MECHANICAL CODE

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

UNIFORM PLUMBING CODE

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)

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

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

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

PARTIAL LIST OF APPLICABLE STANDARDS

12. NFPA 13-STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED)...2022 EDITION

13. NFPA 14-STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS (CA AMENDED)...2019 EDITION

14. NFPA 17-STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS...2021

EDITION

15. NFPA 17A-STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS...2021

EDITION

16. NFPA 20-STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR PRIVATE FIRE PROTECTION...2022 EDITION

17. NFPA 22-STANDARD FOR WATER TANKS FOR PRIVATE FIRE
PROTECTION...2023 EDITION

18. NFPA 24-STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CA AMENDED)...2022 EDITION NFPA 72-NATIONAL FIRE ALARM AND SIGNALING CODE (CA EMDNEDED)...2022

EDITION

19. NFPA 80-STANDARD FOR FIRE DOORS AND OTHER OPENING
PROTECTIVES...2022 EDITION

20. NFPA 2001-STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA AMENDED)...2022 EDITION

21. UL 464-AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES....2003 EDITION

22. UL 521-STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS...1999 EDITION
UL 1971-STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED...2002 (R2010)

23. FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80.

24. SEE CALIFORNIA BUILDING CODE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS.
*ALL PARTS OF THE 2022 CALIFORNIA BUILDING CODE BECOME EFFECTIVE JANUARY 1, 2023 EXCEPT THE EFFECTIVE DATE FOR THE USE OF THE 2019 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24, PART 1, CHAPTER 10) IS JANUARY 1, 2023 AND THE EFFECTIVE DATE FOR THE USE OF THE CALIFORNIA ADMINISTRATIVE CODE (TITLE 24, PART 1, CHAPTER 4) IS JANUARY 8, 2019.

KETTLER EDUCATIONAL
CENTER

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH CITY SCHOOL DISTRICT

TONY PACHECO-TAYLOR, CLIENT LEADER
424 32ND STREET, SUITE D/E
NEWPORT BEACH, CA 92663
[T] (949) 774-2906
[email protected]

GENERAL
A0.1 COVER SHEET
A0.2 GENERAL NOTES
A0.3 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS
A0.4 CODE ANALYSIS AND FIRE ACCESS SITE PLAN
A0.5 CODE ANALYSIS FLOOR PLAN
CIVIL
C1.3 PRELIMINARY GRADING PLAN
C1.5 PRELIMINARY UTILITY PLAN

ARCHITECTURAL
A1.2 ENLARGED SITE PLAN
A2.1 FLOOR PLAN, ROOF PLAN, & RCP
A5.1 EXTERIOR ELEVATIONS
A5.2 COLORED EXTERIOR ELEVATIONS
A6.1 BUILDING SECTIONS
TOTAL SHEET COUNT: 12

CIVIL ENGINEER
KPFF

JESUS PEREZ
18400 VON KARMAN AVE., SUITE 600
IRVINE, CA 92612
[O] (949) 252-1022
[F] (949) 252-8082
[email protected]

SUBJECT

SITE MATRIX

HUNTINGTON BEACH

MUNICIPAL CODE

REQUIRED PROVIDED
LANDSCAPE 232.08
A MINIMUN OF 8% OF ENTIRE SITE
SITE = 209,088 SQ. FT.
8% = 16,727 SQ. FT.

24.60% = 51,439 SF
NO. REMARKS DATE
5 A10.8.4

DRAWING NUMBER

DIVISION NUMBER PREFIX
THE DIVISION PREFIX NUMBERS ARE THOSE IDENTIFIED BY THE 48 DIVISION

GROUPING SYSTEM OF MASTERFORMAT AS PUBLISHED BY THE CONSTRUCTION

SPECIFICATIONS INSTITUTE (CSI) AND SHALL NOT BE SOLELY REPRESENTATIVE OF REQUIREMENTS FOR ANY ONE DIVISION. THOSE DIVISIONS NOTED AS BEING OMITTED ARE NOT APPLICABLE OR ARE INCLUDED UNDER DISCIPLINE DRAWINGS.

IN CASE OF DISCREPANCY BETWEEN THE INDEX AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.

DRAWING INDEX NUMBER
A. ARCHITECTURAL
C. CIVIL
D. INTERIOR DESIGN / FURNITURE
E. ELECTRICAL
F. FIRE PROTECTION / SPRINKLER SYSTEM
G. GRAPHICS
H. HAZARDOUS MATERIALS
K. DIETARY / FOOD SERVICE
L. LANDSCAPING
M. MECHANICAL
P. PLUMBING
S. STRUCTURAL
T. TELECOMMUNICATION
A0. GENERAL INFORMATION
A1. SITE PLANS
A2. FLOOR PLANS
A3. REFLECTED CEILING PLANS
A4. ROOF PLANS
A5. EXTERIOR ELEVATIONS
A6. BUILDING SECTIONS
A7. ENLARGED PLANS
A8. INTERIOR ELEVATIONS
A9. SCHEDULES
A10. CONSTRUCTION DETAILS

MASTERFORMAT NUMBERS AND TITLES AS PUBLISHED BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI).

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
DIVISION 01 GENERAL REQUIREMENTS
DIVISION 02 EXISTING CONDITIONS
DIVISION 03 CONCRETE
DIVISION 04 MASONRY
DIVISION 05 METALS
DIVISION 06 WOODS, PLASTICS, AND COMPOSITES
DIVISION 07 THERMAL AND MOISTURE PROTECTION
DIVISION 08 OPENINGS
DIVISION 09 FINISHES
DIVISION 10 SPECIALTIES
DIVISION 11 EQUIPMENT
DIVISION 12 FURNISHINGS
DIVISION 13 SPECIAL CONSTRUCTION
DIVISION 14 CONVEYING EQUIPMENT
DIVISION 21 FIRE SUPPRESSION
DIVISION 22 PLUMBING
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) DIVISION 25 INTEGRATED AUTOMATION
DIVISION 26 ELECTRICAL
DIVISION 27 COMMUNICATIONS
DIVISION 28 ELECTRONIC SAFETY AND SECURITY
DIVISION 31 EARTHWORK
DIVISION 32 EXTERIOR IMPROVEMENTS
DIVISION 33 UTILITIES
DIVISION 34 TRANSPORTATION
DIVISION 35 WATERWAY AND MARINE CONSTRUCTION
DIVISION 40 PROCESS INTERCONNECTIONS
DIVISION 41 MATERIAL PROCESSING AND HANDLING EQUIPMENT
DIVISION 42 PROCESS HEATING, COOLING, AND DRYING EQUIPMENT DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT
DIVISION 44 POLLUTION AND WASTE CONTROL EQUIPMENT
DIVISION 45 INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT
DIVISION 46 WATER AND WASTEWATER EQUIPMENT
DIVISION 48 ELECTRICAL POWER GENERATION
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No. C 30345
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DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
12" = 1'-0"
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:14 PM
A0.2

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

GENERAL NOTES
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

GENERAL NOTES

1. PRIOR TO SUBMITTING PROPOSAL, BIDDER SHALL EXAMINE CONSTRUCTION

DRAWINGS AND SPECIFICATIONS AND SHALL HAVE VISITED THE
CONSTRUCTION SITE. HE SHALL BE FAMILIAR WITH THE CONDITIONS UNDER

WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. THE GENERAL CONTRACTOR SHALL NOT

DISPUTE, COMPLAIN OR ASSERT THAT THERE IS ANY MISUNDERSTANDING IN

REGARDS TO LOCATION, EXTENT, NATURE OR AMOUNT OF WORK TO BE

PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE SITE. BIDDERS SHALL NOTIFY THE ARCHITECT OF ANY

CONDITIONS, REQUIRING WORK, WHICH ARE NOT COVERED IN THE CONTRACT DOCUMENTS.

2. THERE WILL BE NO SUBSTITUTION FOR SPECIFIED ITEMS WITHOUT PRIOR APPROVAL UNLESS OTHERWISE NOTED. REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN ACCORDANCE WITH GENERAL CONDITIONS & DIVISION 1

3. THE GENERAL BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING AND PAYING FOR ALL PERMITS REQUIRED BY GOVERNING AGENCIES IN ORDER TO PERFORM THE WORK.

4. THE FINAL LOCATION OF ALL ELECTRICAL AND SIGNAL EQUIPMENT, PANEL BOARDS, FIXTURES, ETC., SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.

5. DEFINITIONS
A. "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED.

B. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE
CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATIONS.

C. "PROVIDE" MEANS TO FURNISH AND INSTALL.

D. "FURNISH" MEANS TO FURNISH AND OTHERS WILL INSTALL.

6. DIMENSIONING RULES:

A. ALL HORIZONTAL DIMENSIONS SHALL BE TO FACE OF STUD OR TO CENTERLINE OF COLUMN GRID LINE, U.O.N
B. DIMENSIONS NOTED "CLEAR", "CLR", OR "MINIMUM" MUST BE PRECISELY MAINTAINED.

C. DIMENSIONS CAN NOT BE MODIFIED WITHOUT APPROVAL OF THE ARCHITECT UNLESS OTHERWISE NOTED.

D. VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB UNLESS OTHERWISE NOTED.

E. DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE

LOCATED, DO NOT PROCEED WITH THE WORK WITHOUT THE
ARCHITECT'S APPROVAL.

F. DIMENSIONS MARKED "V.I.F." OR "VERIFY" SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

G. VERIFY ALL ROUGH OPENING DIMENSIONS FOR FABRICATED ITEMS

WITH THE MANUFACTURER PRIOR TO PROCEEDING WITH
CONSTRUCTION.

7. PROVIDE REQUIRED BACKING, BLOCKING, AND BRACING FOR ALL WALL - MOUNTED FIXTURES, ACCESSORIES AND EQUIPMENT.

8. VERIFY AND COORDINATE WALLS THAT MAY REQUIRE NON-TYPICAL

THICKNESS OR FRAMING DUE TO ELECTRICAL, MECHANICAL, PLUMBING, STRUCTURAL AND/OR EQUIPMENT REQUIREMENTS.

9. ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING REGULATIONS AND CHAPTER 24, CBC.

10. ALL CONTRACTORS SHALL REMOVE TRASH AND DEBRIS STEMMING FROM THEIR WORK ON A DAILY BASIS. PROJECT SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER

MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE INSTALLATION. HE SHALL LEAVE ALL AREAS CLEAN AND FREE FROM DUST.

12. HAZARDOUS MATERIALS: THE ARCHITECT AND THE ARCHITECT'S

CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,

PRESENCE, HANDLING, REMOVAL, DISPOSAL OF OR EXPOSURE OF PERSONS

TO ASBESTOS OR HAZARDOUS OR TOXIC SUBSTANCES IN ANY FORM AT THE PROJECT SITE. PROFESSIONAL SERVICES RELATED OR IN ANY WAY

CONNECTED WITH THE INVESTIGATION, DETECTION, ABATEMENT,

REPLACEMENT, USE, SPECIFICATION, OR REMOVAL OF PRODUCTS,

MATERIALS, OR PROCESSES CONTAINING ASBESTOS OR HAZARDOUS OR TOXIC MATERIALS ARE BEYOND THE SCOPE OF THIS AGREEMENT.

13. THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR

LOCATING & VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF NEW WORK PRIOR TO COMMENCEMENT OF EXCAVATION. EXISTING

UTILITIES SHOWN ON THE DRAWING ARE APPROXIMATE ROUTING LOCATION

AS BEST DETERMINED FROM EXISTING DRAWINGS AND THE SCHOOL

DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL THE EXISTING UNDERGROUND UTILITIES.

14. ALL TEMPORARY WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR

ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE
REQUIREMENTS AND INTENT OF THE PROJECT.

15. ALL WALL PENETRATIONS TO EXTERIOR WALLS SHALL BE SEALED AIR/WATER TIGHT. ALL INTERIOR PENETRATIONS SHALL BE SEALED TO PROVIDE A PROFESSIONAL AND FINISHED APPEARANCE.

16. THE DRAWINGS AND SPECIFICATIONS DO NOT UNDERTAKE TO SHOW OR LIST

EVERY ITEM TO BE PROVIDED, BUT RATHER TO DEFINE THE REQUIREMENTS

FOR A FULL AND WORKING SYSTEM FROM THE STANDPOINT OF THE END USER. FOR THIS REASON, WHEN AN ITEM NOT SHOWN OR LISTED IS CLEARLY

NECESSARY FOR PROPER USE CONTROL/ OPERATION OF EQUIPMENT WHICH

IS SHOWN OR LISTED, PROVIDE ALL ITEMS WHICH WILL ALLOW THE SYSTEM TO FUNCTION PROPERLY AT NO INCREASE IN CONTRACT PRICE OR TIME.

17. THE DETAILS REFLECT THE DESIGN INTENT FOR TYPICAL CONDITIONS. THE

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE. THE COST FOR COMPLETE FINISHED INSTALLATIONS, INCLUDING ANOMALIES, OF ALL TRADES.

18. ALL WORK SHALL CONFORM TO CALIFORNIA CODES, TRADE STANDARDS

WHICH GOVERN EACH PHASE OF THE PROJECT, AND ALL APPLICABLE LOCAL CODES AND AUTHORITIES HAVING JURISDICTION.

19. THIS DRAWING SET SHALL BE USED IN CONJUNCTION WITH THE CSI FORMAT

PROJECT MANUAL PUBLISHED IN BOOK FORM, COMBINED, THEY ARE THE "CONTRACT DOCUMENTS".

20. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK

DONE WITH UNAPPROVED MATERIALS AND EQUIPMENT IS AT THE
CONTRACTOR'S RISK. SEE SPECIFICATIONS FOR SUBMITTAL AND SUBSTITUTION REQUIREMENTS.

21. CONSTRUCTION MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE OR DETERIORATION.

FAILURE IN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR WORK. SECURITY OF MATERIALS ARE THE SOLE RESPONSIBILITY OF CONTRACTOR.

22. ALL EQUIPMENT/CABINETS SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS AND APPROVED SHOP DRAWINGS. COORDINATE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT WITH THIS WORK.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE AND COSTS

ATTRIBUTED TO RAIN WATER DAMAGE DURING THE DURATION OF THIS PROJECT.

24. PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DUE TO
TEMPERATURES, WIND, DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED DURING CONSTRUCTION.

25. MAINTAIN EXISTING PEDESTRIAN ACCESS ALONG EXISTING ADJACENT STREETS.

26. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY/COUNTY STANDARDS.

27. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE.

28. NOTIFY THE ARCHITECT IN WRITING AND SEEK CLARIFICATION IF ANY DISCREPANCIES OR OMISSIONS ARE FOUND. CONTRACTOR SHALL BE

RESPONSIBLE FOR REMEDIAL WORK IF RELATED WORK IS CONTINUED AFTER A DISCREPANCY IS IDENTIFIED.

29. NEW FINISHES AND CONSTRUCTION SHALL BE PROTECTED BY THE

CONTRACTOR FROM POTENTIAL DAMAGE CAUSED BY CONSTRUCTION ACTIVITY. DAMAGE TO FINISHES OR CONSTRUCTION SHALL BE REPAIRED OR

REPLACED (OWNER'S DECISION) BY THE CONTRACTOR WITH IDENTICAL MATERIAL AND/OR FINISHES. CONTRACTOR SHALL MAKE AND MAINTAIN A PHOTOGRAPHIC RECORD NOTEBOOK WITH DATED/INDEXED PHOTOGRAPHS.

30. SEE ELECTRICAL DRAWINGS FOR INFORMATION RELATED TO

TELECOMMUNICATION EQUIPMENT, POWER, AND LIGHTING FIXTURES AND EQUIPMENT. SEE ARCHITECTURAL PLANS, REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR COORDINATED EQUIPMENT LOCATIONS. IF NOT SHOWN, CONTACT ARCHITECT FOR REVIEW AND DECISION.

31. PROVIDE ACCESS DOORS REQUIRED FOR ACCESS TO CONCEALED MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT.

32. ALL NOTED WORK IS UNDERSTOOD TO BE NEW, UNLESS LABELED AS "(E)" OR "EXISTING".

SUPPLEMENTAL GENERAL NOTES

1. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

2. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR

SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE.

THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND

UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR

REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.

3. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF

STUDIO W ARCHITECTS, AND ARE NOT TO BE USED, IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF STUDIO W ARCHITECTS.

4. EACH BIDDER SHALL POSSESS AT THE TIME OF BID, A CLASS B OR THE

APPROPRIATE CLASS C CONTRACTOR'S LICENSE PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE THROUGHOUT THE DURATION OF THIS CONTRACT.

5. FIRE SAFETY DURING CONSTRUCTION:

A. GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2019 CALIFORNIA FIRE CODE (CFC) CH. 33 (PART 9, TITLE 24 CCR) B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE
ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH SECTION 902.

C. WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE
OPERATIONAL IN ACCORDANCE WITH SECTION 903.

D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL NOT BLOCK ACCESS TO BUILDINGS, HYDRANTS OR FIRE APPLIANCES.

E. ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF SECTIONS 8704 AND 8705.

F. DEMOLITION OF BUILDINGS: SHALL COMPLY WITH SECTION 8706 AND APPLICABLE PROVISIONS OF SECTIONS 8704 AND 8705
G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE

BUILDING OFFICIAL AND WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS. FIRE WATCH SHALL REMAIN IN

EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL.

6. PENETRATIONS IN FIRE RATED MATERIALS OR ASSEMBLIES SHALL BE RESTORED TO EQUAL RATING. FIRE STOP SYSTEMS AS LISTED BY

UNDERWRITERS LABORATORIES SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL BE AS SPECIFIED.

7. NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE STATEMENT (TITLE 24, PART 6):

A. THE DESIGN INDICATED HEREIN COMPLIES WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THE PROPOSED BUILDINGS WILL

BE IN COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS

PROVIDED THEY ARE BUILT ACCORDING TO THESE DRAWINGS AND

SPECIFICATIONS AND PROVIDED ANY FUTURE IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE DRAWINGS AND

SPECIFICATIONS HAVE BEEN PREPARED TO INCLUDE ALL SIGNIFICANT

ENERGY CONSERVATION FEATURES REQUIRED FOR COMPLIANCE
WITH THE STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED

AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE DRAWINGS.

B. ENVELOPE MANDATORY MEASURES:

A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN

CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE
CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.

B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN

COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF TITLE 24, PART 2, CALIFORNIA
CODE OF REGULATIONS, SECTIONS 719
C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING

ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED.

D. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS SHALL

BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND

SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS
DOORS AND FIRE DOORS).

E. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL

HAVE AIR INFILTRATION RATES CERTIFIED BY THE
MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6,
CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1.

F. MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE

OF THE BUILDING, INCLUDING, BUT NOT LIMITED TO, WINDOWS,

SLIDING GLASS DOORS, FRENCH DOORS, SKYLIGHTS, CURTAIN

WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR U-

VALUE IN ACCORDANCE WITH THE (NFRC) NATIONAL

FENESTRATION RATING COUNCIL'S INTERIM U-VALUE RATING
PROCEDURE.

G. DEMISING WALL INSULATION SHALL BE INSTALLED IN ALL
OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS).

8. PROOF LOAD TESTS FOR EXPANSION TYPE ANCHOR BOLTS:

A. ANCHOR DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE

CATEGORY AND TO THE ANCHOR OUTSIDE DIAMETER FOR THE SLEEVE CATEGORY.

B. APPLY PROOF TEST LOADS TO WEDGE & SLEEVE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A

THREADED COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NUT USING A TORQUE WRENCH AND APPLY LOAD.

C. FOR SLEEVE INTERNALLY THREADED CATEGORIES, VERIFY THAT THE

ANCHOR IS NOT PREVENTED FROM WITHDRAWING BY A BASEPLATE OR OTHER FIXTURES. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE FIXTURE(S) PRIOR TO TESTING.

D. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO

THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT
RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S).

E. TEST EQUIPMENT IS TO BE CALIBRATED BY AN APPROVED TESTING

LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED
PROCEDURES.

MINIMUM TEST VALUES

NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE
ANCHOR
DIA.
(IN)
3/8
1/2
5/8
3/4

TENSION

LOAD (LBS)
6500
10,705
17,170
25,120
TORQUE
(FT-LBS)
25 40
60 110
EFFECTIVE MIN.

EMBEDMENT
1 1/2" - 2 3/4"
2" - 3 1/4"
3 1/8" - 4 3/4"
3 1/4" - 4 3/4"
WEDGE

9. POWDER-DRIVEN CONCRETE FASTENERS:

A. GENERAL: USE OF POWDER DRIVEN CONCRETE FASTENERS FOR

TENSION LOADS IS LIMITED TO SUPPORT OF MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT.

B. ALLOWABLE LOADS: IN GENERAL, LOADS SHOULD BE LIMITED TO LESS THAN 100 POUNDS. HOWEVER GREATER LOADS MAY BE PERMITTED

FOR SPECIAL CASES WHEN APPROVED BY THE CHECKING
SUPERVISOR OR FIELD ENGINEER.

C. TESTING: THE OPERATOR, TOOL, AND FASTENER SHALL BE
PREQUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULL- OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD, OR 200

POUNDS, WHICHEVER IS GREATER, 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, EXCEPT THAT WHEN THE DESIGN LOAD EXCEEDS 100 POUNDS, ONE HALF OF THE PINS SHALL BE TESTED.

SHOULD FAILURE OCCUR ON ANY PIN TESTED, ALL INSTALLATIONS MUST BE TESTED AND UNFAIR PINS REPLACED.

D. ALL POWDER DRIVEN CONCRETE FASTENERS SHALL BE ONE OF THE FOLLOWING: HILTI, INC.

1. X-CF OR X-CP PINS - WOOD PLATE - ICC NO. ESR 2379
X-U PINS - STEEL TRACK - ICC NO. ESR 2269

2. ITW RAMSET/REDHEAD DRIVE PIN - WOOD PLATE -
ICC NO. ESR 2690
DRIVE PIN - STEEL TRACK - ICC NO. ESR 1955

10. SPECIFICATIONS FOR AUTOMATIC END WELDED STUDS
A. MATERIAL: AUTOMATIC END WELDED STUDS SHALL BE NELSON

GRANULAR FLUX-FILLED SHEAR CONNECTOR OR ANCHOR STUDS
(OR APPROVED EQUAL). STUDS SHALL BE MANUFACTURED OF
G-1015 COLD ROLLED STEEL WHICH CONFORMS TO ASTM A108.

B. INSTALLATION: THE STUDS SHALL BE AUTOMATICALLY END

WELDED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS IN SUCH A MANNER AS TO PROVIDE

COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE
PLATE. THERE SHOULD BE NO POROSITY OR EVIDENCE OF LACK

OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE
PLATE. THE STUD SHALL DECREASE IN LENGTH DURING WELDING APPROXIMATELY 1/8" FOR 5/8" AND UNDER, AND 3/16" FOR OVER 5/8" DIAMETER. WELDING SHALL BE DONE ONLY BY QUALIFIED
WELDERS APPROVED BY THE WELDING INSPECTOR.

C. INSPECTION AND TESTS: INSPECTION, IN ACCORDANCE WITH TITLE 24, PART 2, SECTION 2212A.3 AND 1704A.3.1 OF ALL THE SHOP AND

FIELD WELDING OPERATIONS FOR THE AUTOMATIC END WELDED

STUDS SHALL BE MADE BY A QUALIFIED WELDING INSPECTOR
(APPROVED BY THE DIVISION OF THE STATE ARCHITECT). THE

TYPE AND CAPACITY OF THE WELDING EQUIPMENT SHALL BE IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

AND SHALL BE CHECKED AND APPROVED BY A WELDING
INSPECTOR.

D. AT THE BEGINNING OF EACH DAY'S WORK, A MINIMUM OF TWO

TEST STUD WELDS SHALL BE MADE WITH THE EQUIPMENT TO BE
USED TO METAL WHICH IS THE SAME AS THE ACTUAL WORK PIECE.

THE TEST STUDS SHALL BE SUBJECTED TO A BEND TEST BY
STRIKING THEM WITH A 900 HEAVY HAMMER. AFTER THE ABOVE

TEST, THE WELD SECTION SHALL NOT EXHIBIT ANY TEARING OUT OR CRACKING.

F. THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF
INSTALLED ANCHORS:

1. HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO
OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD.

FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL

WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE
WASHER UNDER THE NUT BECOMES LOOSE. DROP-IN
ANCHORS ARE ONLY TO BE TESTED WITH THIS METHOD.

2. TORQUE WRENCH METHOD: THE APPLICABLE TEST TORQUE
MUST BE REACHED WITHIN THE FOLLOWING LIMITS: WEDGE
OR SLEEVE TYPE: ONE-HALF (1/2) TURN OF THE NUT. ONE-
QUARTER (1/4) TURN OF THE NUT FOR THE 3/8 IN. SLEEVE
ANCHOR ONLY.

G. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS.

H. ALL ANCHOR BOLTS OF THE EXPANSION TYPE (LOADED IN EITHER PULLOUT OR SHEAR) SHALL HAVE 50 PERCENT OF THE BOLTS
(ALTERNATE BOLTS IN ANY GROUP ARRANGEMENT ALLOWED BY

THE TYPE OF SUBSTRATE AND DIAMETER OF BOLT LISTED BELOW

UNDER TEST VALUES TABLE) PROOF TESTED IN TENSION TO TWICE THE ALLOWABLE TENSION LOAD. IF THERE ARE ANY FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE TESTED.

TESTING SHALL BE PERFORMED IN ACCORDANCE WITH TITLE 24, PART 2, SECTION 1916A.8.

I. ALL BOLTS MUST HAVE ICC APPROVAL.

J. ALL ANCHOR BOLTS OF THE EXPANSION TYPE SHALL BE ONE OF THE FOLLOWING:

1. HILTI KB-TZ ANCHOR ICC NO. ESR 1917

DIVISION NUMBER CODE

DETAIL DRAWING CODE

DRAWING INDEX CODE

DRAWING DISCIPLINE PREFIX
NO. REMARKS DATE
5 GRID LINE, FACE OF STRUCTURE

ROOM NAME
AREA IDENTIFICATION:

A = BUILDING OR AREA DESIGNATION
1 = FLOOR NUMBER
19 = ROOM NUMBER

DOOR NUMBER, SEE DOOR SCHEDULE

WINDOW, STOREFRONT, OR CURTAINWALL

SEE WINDOW SCHEDULE

REFERENCE DETAIL
X = DETAIL DRAWING NUMBER
AX.X = SHEET NUMBER
X = BUILDING SECTION NUMBER
AX.X = SHEET NUMBER

MATCH LINE AND AREA DESIGNATOR

SHADED PORTION IS THE SIDE CONSIDERED

REVISION
N
N = PLAN NORTH ARROW

ADDITIONAL ARROW INDICATES TRUE NORTH
X
AX.X
A101A
A
A
X
AX.X
X
AX.X
20 / AX.X

ROOM NAME
A119

AGRID LINE, CENTER OF STRUCTURE

ELEVATION OR DATUM POINT
X = EXTERIOR ELEVATION NUMBER
AX.X = SHEET NUMBER
N
S
E W
X
AX.X
X = INTERIOR ELEVATION NUMBER
AX.X = SHEET NUMBER
N,S,E,W = INDICATES CARDINAL DIRECTION
?

KEYNOTE
08 = SPECIFICATION DIVISIONAL PREFIX
2 = SPECIFICATION SUBSECTION PREFIX
11 = NOTE NUMBER
08 211
S1 SIGNAGE TAG
1 41 PATH OF EGRESS
41 = OCCUPANT LOAD

STARTING POINT OF PATH OF TRAVEL TO EXIT

MARKED BY DOT AT THE BEGINNING OF EGRESS LINE
102
36" x 24" x 24"

LOCKABLE

CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE

COUNTERTOP THICKNESS - REFER TO PLANS FOR

COUNTERTOP TYPE
WP

WORK POINT
X = WALL SECTION NUMBER
AX.X = SHEET NUMBER
X
AX.X
X
AX.X
X
AX.X
X
AX.X

PPANIC HARDWARE DEVICE - REFERENCE DOOR

SCHEDULE AND HARDWARE GROUP
EARTH

POROUS FILL (STONE,
GRAVEL, ETC.)

CONCRETE

RIGID INSULATION
GROUT

GYPSUM BOARD
STEEL

WOOD BLOCKING

WOOD FRAMING

BATT INSULATION

PLYWOOD

FINISHED WOOD

METAL LATH AND PLASTER

TERRAZZO
T
H R
I
AC
TC
ROM
IE
E
T
B
ICL
E
W NP
RI
ENS
A
D
Ren. 9/30/23
No. C 30345
H

I L CAF
A
RO
IN
S

FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:17 PM
A0.3

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

ARCHITECTURAL

SYMBOLS AND

ABBREVIATIONS
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION CLASS

STD STANDARD

STG SEATING

STIF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRAIGHT

STRUC STRUCTURAL

STU STRUCT

SUSP SUSPENDED

SV SHEET VINYL

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM
T

T TEMPERED, TOILET, TREAD
T24 TITLE 24

T&B TOP AND BOTTOM

T&G TONGUE & GROOVE

TB THRU BOLT

TBE THREADED BOTH ENDS

TD TOWEL DISPENSER

TDR TOWEL DISPENSER/RECEPTACLE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

THD THREAD(ED)

THERM THERMAL

THK THICK

THRES THRESHOLD

THRU THROUGH

TKBD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB OR TOP OF CONCRETE

TOF TOP OF FOOTING

TOFF TOP OF FINISH FLOOR

TOJ TOP OF JOIST

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPV TOP OF PAVEMENT

TOS TOP OF SHEATHING

TOSL TOP OF SLAB

TOST TOP OF STEEL

TOW TOP OF WALL OR TOP OF WALK

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSITION

TS TUBE STEEL

TV TELEVISION

TWLB TOWEL BAR

TYP TYPICAL
U

UC UNDERCUT

UGND UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

URM UNREINFORCED MASONRY

UTIL UTILITY
V

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TITLE

VER VERIFY

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VFAT VINYL FACED ACOUSTIC TILE

VIF VERIFY IN FIELD

VJ V-JOINT(ED)

VNR VENEER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING
W
W WEST
W.O. WHERE OCCURS

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WBL WOOD BLOCKING

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WFS WOOD FURRING STRIP

WGL WIRED GLASS

WH WATER HEATER

WH WALL HUNG

WI WROUGHT IRON

WID WIDTH, WIDE

WLD WELD(ED)

WM WIRE MESH

WP WATERPROOF(ING)

WPT WORKING POINT

WR WIRE ROPE

WS WOOD SCREW

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC
X

XBRACE CROSS BRACE

XFMR TRANSFORMER

XSECT CROSS SECTION
Y

YCO YARD CLEANOUT

YD YARD

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PH PHASE

PHS PHILLIPS HEAD SCREW

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PM PRESSED METAL

PMF PRESSED METAL FRAME

PNEU PNEUMATIC

PNL PANEL

PNT PAINT(ED)

POL POLISHED

POLY POLYETHYLENE

PORC PORCELAIN

PORT PORTABLE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PRML PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSCONC PRESTRESSED CONCRETE

PT POINT

PTD PAPER TOWEL DISPENSER

PTDF PRESSURE TREATED DOUGLAS FIR

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVG PAVE(D), (ING)

PVMT PAVEMENT
Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY
R

R RISER

RA RETURN AIR

RAB RABBET

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDWY ROADWAY

REBAR REINFORCING STEEL BARS

REC RECESSED

RECT RECTANGULAR

RECYL RECYCLING

REF REFERENCE

REFL REFLECT(ED), (IVE), (OR)

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REM REMOVE(ABLE)

REP REPAIR

REPL REPLACE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION(S), REVISED

RF RESILIENT FLOORING

RFG ROOFING

RFH ROOF HATCH

RGDINS RIGID INSULATION

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RS ROUGH SAWN

RTF RUBBER TILE FLOORING

RTU ROOF TOP UNIT

RV ROOF VENT

RVL REVEAL

RVS REVERSE (SIDE)

RVT RIVET(ED)

RWD REDWOOD

RWL RAIN WATER LEADER
S

S SOUTH
S2S SURFACED TWO SIDES
S4S SURFACED FOUR SIDES

SA SUPPLY AIR

SALV SALVAGE

SAM SELF-ADHERED MEMBRANE

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASH BLOCK

SBSTR SUBSTRATE

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCP SCUPPER

SCRN SCREEN

SD STORM DRAIN

SDBL SANDBLAST

SEC SECONDS

SECT SECTION

SEP SEPERATE OR SEPERATION

SF SQUARE FEET, STOREFRONT

SGL SINGLE

SHR SHOWER

SHT SHEET(ING)

SHTG SHEATHING

SHV SHELVES(ING)

SIM SIMILAR

SK SINK

SKLT SKYLIGHT

SLD SEALED

SLDG SLIDE(ING)

SLDR SOLDER

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION

SMLS SEAMLESS

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SNDINS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SNT SEALANT

SP SPACES

SPC SUSPENDED PLASTER CEILING

SPD SOAP DISPENSER

SPEC SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

HMD HOLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AIR CONDITIONING

HWH HOT WATER HEATER
I

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE(D), (ING)

INFO INFORMATION

INSTL INSTALL

INSUL INSULATE(D), (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY
J

JAN JANITOR

JST JOIST

JT JOINT
K

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE
L

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAV LAVATORY

LB(S) POUND(S)

LBL LABEL

LBR LUMBER

LDR LEADER

LF LINEAL FOOT

LG LENGTH, LONG

LH LEFT HAND

LHR LEFT HAND REVERSE

LKNT LOCKNUT

LKR LOCKER

LKWASH LOCKWASHER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMSTONE

LNSCP LANDSCAPE(D)

LNTL LINTEL

LP LIGHTPROOF

LPT LOW POINT

LT LIGHT

LTWT LIGHTWEIGHT

LV LOUVER VENT

LVL LEVEL(ER)

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE
M

MAINT MAINTAIN(ANCE)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MEMBER

MC MEDICINE CABINET

MCB METAL CORNER BEAD

MDO MEDIUM DENSITY OVERLAID

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MEZZ MEZZANINE

MFD METAL FLOOR DECKING

MFR MANUFACTUR(ER)

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOLDING

MLWK MILLWORK

MO MASONRY OPENING

MOD MODULE(AR)

MR MOISTURE RESISTANT

MRB MARBLE

MRD METAL ROOF DECKING

MS MACHINE SCREW

MTD MOUNTED

MTL METAL

MTR MORTAR

MULL MULLION
N
(N) NEW

N NORTH

NAT NATURAL

NCOMBL NONCOMBUSTIBLE

NE NOT EXCEEDING

NF NEAR FACE

NIC NOT IN CONTRACT

NLB NON-LOAD BEARING

NM NONMETALLIC

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTOR'S ASSOCIATION

NS NEAR SIDE

NTS NOT TO SCALE
O

O/ OVER

O/O OUT TO OUT

OA OVERALL

OBS OBSCURE

OC ON CENTER

OCC OCCUPANTS OR OCCUPANCY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OFS OUTSIDE FACE OF STUD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OI OWNER INSTALLED

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OSB ORIENTED STRAND BOARD

OVFL OVERFLOW

OVHD OVERHEAD
P

P PAINT

PA PUBLIC ADDRESS

PAR PARALLEL

PAT PATTERN

PB PANIC BAR

PBD PARTICLE BOARD

PC PORTLAND CEMENT

PCC PRECAST CONCRETE

PCP PORTLAND CEMENT PLASTER

DG DECOMPOSED GRANITE

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DMPF DAMPPROOFING

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DRB DRAINBOARD

DRLV DOOR LOUVER

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAIN TILE

DVTL DOVETAIL

DW DISHWASHER

DWG DRAWING

DWL DOWEL

DWR DRAWER
E
(E) EXISTING
E EAST

EA EACH

EAR EXHAUST AIR REGISTER

EB EXPANSION BOLT

EE EACH END

EF EACH FACE

EFS EXTERIOR FINISH SYSTEM

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM EXPANDED METAL

EMER EMERGENCY

EN EDGE NAILING

ENCL ENCLOSE(URE)

ENGR ENGINEER

ENTR ENTRANCE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCUTCHEON

ESCL ESCALATOR

ESMT EASEMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EXC EXCAVATE

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXS EXTRA STRONG

EXT EXTERIOR
F
(F) FUTURE

F/F FACE TO FACE

FA FIRE ALARM

FAB FABRIC

FBD FIBERBOARD

FBRK FIRE BRICK

FCBRK FACE BRICK

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

FFEL FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FGL FIBERGLASS

FHC FIRE HOUSE CABINET

FHMB FLAT HEAD MACHINE BOLT

FHMS FLAT HEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FIN FINISH(ED)

FJT FLUSH JOINT

FLASH FLASHING

FLDG FOLDING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FN FIELD NAILING

FOB FACE OF BLOCK

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOG FACE OF GRID

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FPRF FIREPROOF(ING)

FR FRAME(D), (ING)

FRG FIBERGLASS REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FRZ FREEZER

FS FIRE SPRINKLER

FS FAR SIDE

FSTN FASTEN, FASTENER

FT FOOT/FEET

FTG FOOTING

FURG FURRED, (ING)

FWC FABRIC WALL COVERING
G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLULAM GLUE LAMINATED

GLZ GLAZING

GLZCMU GLAZED CONRETE MASONRY UNIT

GND GROUND

GPC GYPSUM PLASTER CEILING

GR GRADE

GRBM GRADE BEAM

GRLN GRADE LINE

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSS GALVANIZED STEEL SHEET

GST GLAZED STRUCTURAL TILE

GT GROUT

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD
H

HB HOSE BIB

HC HOLLOW CORE

HD HEAVY DUTY

HDAS HEADED ANCHOR STUD

HDJT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEX HEXAGONAL

HGR HANGER

HLDN HOLD DOWN

HM HOLLOW METAL
# POUND OR NUMBER
& AND
* ITEMS IDENTIFIED AS "NIC" ARE NOT PART OF THIS DSA APPROVAL 2X NOMINAL LUMBER SIZE (4X, 6X, 8X, ETC.)
@ AT
┴ PERPENDICULAR
A

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABAN ABANDON

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC ASPHALTIC CONCRETE

ACC ACCESS(IBLE)

ACP ALUMINUM COMPOSITE PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE

ADJC ADJACENT

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ALS ASSISTED LISTENING SYSTEM

ALT ALTERNATE
ALUM./AL. ALUMINUM

ANC ANCHOR, ANCHORAGE

APLD APPLIED

APPRX APPROXIMATELY

ARCH ARCHITECT(URAL)

ASC ABOVE SUSPENDED CEILING

ASF ABOVE STAGE FINISH

ASPH ASPHALT

ASSY ASSEMBLY

ASYM ASYMMETRICAL

AUTO AUTOMATIC

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE
B
B BOLT

BC BACK OF CURB

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BLW CLG BELOW CEILING

BLW FFLR BELOW FINISH FLOOR

BM BENCH MARK

BN BOUNDARY NAILING

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BRS BRASS

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

BW BOTH WAYS
C

C&G CURB AND GUTTER

CAB CABINET

CAD CADMIUM

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFLG COUNTERFLASHING

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CG CORNER GUARD

CHBD CHALKBOARD

CHFR CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CIR CIRCLE

CIRC CIRCULAR, CIRCUMFERENCE

CJ CONSTRUCTION JOINT

CL CHAIN LINK OR CENTER LINE

CLG CEILING

CLJ CONTROL JOINT

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CLR CLEAR(ANCE)

CLRM CLASSROOM

CMP CORRUGATED METAL PANEL

CMPST COMPOSITION

CMU CONCRETE MASONARY UNIT

CNCL CONCEALED

CNR CORNER

CNTR COUNTER

COL COLUMN

COM COMMON

COMB COMBINATION

COMP COMPOSITE

COMPT COMPARTMENT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACT(OR)

COORD COORDINATE

CORR CORRIDOR

CPR COPPER

CPRS COMPRESS(ED), (ION), (IBLE)

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSG CASING

CSK COUNTERSUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CUFT CUBIC FOOT

CUIN CUBIC INCH

CUST CUSTODIAN

CUYD CUBIC YARD

CW CURTAIN WALL
D

D DRAIN
d. PENNYWEIGHT (NAILS)

DA DOUBLE ACTING

DBL DOUBLE

DEG DEGREES

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

ARCHITECTURAL DRAWING ABBREVIATIONSSYMBOLS LEGEND

MATERIALS LEGEND
NO. REMARKS DATE
5 FD
FD
FD

DORSETT DRIVE
(E) KETTLER EDUCATION CENTER
(E) PARKING
TOTAL PARKING SPACES - 80
ACC. SPACES REQ'D (PER CBC 11B-208.2) - 4
ACC. SPACES PROVIDED - 6 (1 VAN ACC.)
(E) PARKING
TOTAL PARKING SPACES - 39
ACC. SPACES REQ'D (PER CBC 11B-208.2) - 2
ACC. SPACES PROVIDED - 2 (1 VAN ACC.)

LIMIT OF WORK

NEW M&O BUILDING

UNDER THIS APPLICATION
1 1
16 16
1 10
1 1
16 16
1 6
1 4

PARKING DESIGNATED

FOR M&O BUILDING
20'-0"
N N
1 55
1 EDISON PARK PLAY FIELDS
(E) 6'-0" CHAIN LINK FENCE (E) 6'-0" CMU WALL (E) 3'-0" CMU WALL (E) 1'-6" CMU WALL (E) 2'-4" CMU WALL
35'-0"
214'-9"
22'-6"
424'-6"
A1.2
10 6'-0" CHAIN LINK
FENCE
SEE 10/A0.4 FOR VIEW

OF FENCE TO BE

DEMOLISHED AND
REPLACED BY 8'-0"

HIGH CMU BLOCK
WALL
(E) 24'-0" WIDE

DRIVEWAY WITH RED
CURB MARKINGS.

TYPICAL AT ALL
CURBS
(E) PARKING ENTRY
SIGN
(E) FIRE HYDRANT
(SEE CIVIL DRAWINGS)
(E) PARKING ENTRY SIGN
(E) FIRE HYDRANT (SEE

CIVIL DRAWINGS)
5-BIKE

CAPACITY
RACK
APN 148-113-42
APN 148-012-11

SETBACK
10'-0"

PARKING DESIGNATED

FOR M&O BUILDING
(E) POST INDICATOR VALVE
(E) FIRE DEPT CONNECTION
(E) WATER METER
(E) DOUBLE CHECK

DETECTOR ASSEMBLY
(E) SCREEN FROM

PUBLIC RIGHTS-OF-
WAY
8'-0" CM

U BLOCK W
ALL
155'-0"
ACCESSIBLE BATHROOM FACILITIES:

WOMENS MENS

GIRLS BOYS

ALL GENDER DRINKING FOUNTAIN

ACCESSIBLE PATH OF TRAVEL, SEE

DEFINITION ON THIS SHEET

PROPERTY LINE
(E) BUILDING, NOT UNDER SCOPE OF WORK
X

BUILDING UNDER SCOPE OF WORK
20'-0" WIDE MINIMUM CLEAR FIRE ACCESS LANE

LOCATION OF ACCESSIBLE EXTERIOR EXIT

DOORS, ENTRANCES, AND EGRESS
W
G
N DF
B
M

LANDSCAPE

SETBACK LINE
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 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: 10 STALLS
CLEAN AIR VEHICLE PARKING STALLS REQ.: 4 STALLS
CLEAN AIR VEHICLE PARKING STALLS PROVIDED: 4 STALLS
ACCESSIBLE PARKING PROVIDED: 1 VAN STALL
TOTAL PARKING PROVIDED: 14 STALLS
WAREHOUSE & STORAGE - 6,906 GROSS SF
OFFICES, BUSINESS, & PROFESSIONAL - 23,852 GROSS SF
SUPPORT & CIRCULATION SPACES - 3,946 GROSS SF
6' HIGH

CONTINUOUS

FENCE ON
1'-4" CMU
WALL
6' HIGH

CONTINUOUS
FENCE
T
HR
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Ren. 9/30/23
No. C 30345
H
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A
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FOTTA E

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010 HBCSD M&O Building_CUP_A21.rvt 7/8/2024 11:23:04 AM
A0.4

CUP SUBMITTAL
Author
11/28/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

CODE ANALYSIS AND

FIRE ACCESS SITE PLAN
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT
1" = 30'-0"
REF: 6 / A5.1
15 CODE ANALYSIS SITE PLAN
N
LEGEND

GROSS BUILDING AREA

SEPARATED OCCUPANCY RATIO

OCCUPANCY
1,714 SF
5,000 SF

ACTUAL SF (GROSS)

ALLOWABLE SF
= .342 < 1 --> OK
1,951 SF
13,000 SF = .150 < 1 --> OK
3,845 SF
13,500 SF = .284 < 1 --> OK
F-2
S-2
TOTALS
.342 + .150 + .284 = .776 < 1 --> OK
SEPARATED OCCUPANCIES ALLOWABLE BUILDING AREA (CBC 508.4.2)

IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE

RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY

DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

B
RATIO

CODE ANALYSIS
BUILDING A FRONTAGE INCREASE CALCULATION PER CBC 506.3:
lf = [F/P - 0.25]W/30
F = 556'-8" (BLDG PERIM. THAT FRONTS A MIN. 20' OPEN SPACE

OR PUBLIC WAY)
P = 556'-8" (PERIMETER OF ENTIRE BUILDING)
W = XX' (WIDTH OF PUBLIC WAY, SEE CALC. BELOW)
W = (L
1 x w 1 + L 2 x w 2 + L 3 x w 3 + L 4 x w 4)/F
Ln= LENGTH OF A PORTION OF THE EXTERIOR PERIMETER WALL
wn = WIDTH (≥ 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BLDG PERIM. THAT FRONTS ON A PUBLIC WAY (≥ 20 FEET) W = ...
l
f = [556'-8"/556'-8" - .25]30/30
lf = [1-.25]1
lf = .75
7,510 SF
9,000 SF = .834 < 1 = OK

BUILDING NAME M&O BUILDING

BUILDING CONDITION NEW
OCCUPANCY (CBC SECTION 302) B / F-2 / S-2
BUILDING HEIGHT 17'-6"
NUMBER OF STORIES 1

TYPE OF CONSTRUCTION V-B
At= TABULAR ALLOWABLE AREA (CBC TABLE 506.2) 9,000 SF
NS = TABULAR ALLOWABLE AREA FACTOR 9,000 SF
If = FRONTAGE INCREASE(CBC 506.3) 0.75

ALLOWABLE AREA DETERMINATION
(CBC 506.2, BASED ON THE MOST

RESTRICTIVE OCCUPANCY)
Aa= A t+ (NS x I f)
Aa= X,XXX + (X,XXX x .XX)
Aa= XX,XXX

SPRINKLERS NO
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3) 18'
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4) 1
SEPARATED? (CBC TABLE 508.4) YES
ALTERNATIVE PROTECTION (CBC 903.1.1) NOT USED

ACTUAL AREA / ALLOWABLE AREA

ACCESSIBLE PARKING

CLEAN AIR VEHICLE PARKING

EXISTING CONDITIONS

1. ALL (E) STRUCTURES AND ITEMS ON SITE ARE APPROXI MATE BASED ON DRAWINGS FROM OWNER.

BUILDING:

1. ALL EXTERIOR OUTWARD SWINGING DOORS TO HAVE A MI NIMUM 5'-0" LEVEL LANDING.

2. ALL BUILDING ENTRANCES AND EXTERIOR GROUND LEVEL EXITS SHALL BE ACCESSIBLE.

ACCESSIBLE PATH OF TRAVEL:

1. SEE ACCESSIBLE PATH OF TRAVEL DEFINITION, THIS S HEET.

2. ALL SIDEWALKS ALONG THE ACCESSIBLE ROUTE TO BE A MINIMUM OF 4'-0" WIDE, AND THERE SHALL BE NO DROP-OFFS OVER 4" AT EDGE OF WALK OR LANDING. WHERE A 4" DROP-OFF DOES OCCUR, PROVIDING A 6" HIGH WARNING CURB OR GUARD OR HANDRAIL. (SEE CBC SECTION 11B-303.5)

3. FOR GRATINGS LOCATED IN THE SURFACE OF ANY PEDES TRIAN WALKWAY

IN THE PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAXIMUM IN THE DIRECTION OF TRAFFIC FLOW.

4. 36" WIDE CONTINUOUS DETECTABLE WARNING SHALL BE USED WHERE THE

PEDESTRIAN PATH CROSSES OR ADJOINS A VEHICULAR WAY (SUCH AS A DRIVEWAY) TO WARN OF POTENTIAL HAZARDS AS PER CBC 11B-705.

5. SEE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE C HARGE STATEMENT ON THIS SHEET FOR PATH OF TRAVEL REQUIREMENTS.

6. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLANS IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL ABOVE 27" AND LESS THAN 80".

ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.

GATES:

1. GATES ALONG ACCESSIBLE ROUTE SHALL MEET DOOR REQ UIREMENTS PER CBC SECTION 11B-404 INCLUDING PANIC HARDWARE AND 10" MIN. SMOOTH BOTTOM OR KICK PLATE.

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

SITE:

1. WALLS, FENCES, AND OTHER FREE STANDING STRUCTURES REQUIRE SEPARATE PERMITS.

2. TRANSFORMER LOCATED IN THE ELECTRICAL ROOM OF (E) KETTLER

EDUCATION CENTER

GENERAL NOTES
TOTAL PARKING REQ'D: 16 STALLS
TOTAL PARKING PROVIDED: 14 STALLS

PARKING ANALYSIS
BASED ON HUNTINGTON BEACH , CALIFORNIA MUNICIPAL CODE: TITLE 23 ZONING CODE 231.04 OFF-STREET PARKING AND LOADING SPACES REQ'D
MAINTENANCE AND REPAIR SERVICES: 1 PARKING SPACE PER 500 SQ FT 7,510 GROSS SF / 500 SF = 15.02 = 16 STALLS REQ'D

BICYCLE STORAGE CALCS
BASED ON HUNTINGTON BEACH , CALIFORNIA MUNICIPAL CODE:

TITLE 23 ZONING CODE
231.20 BICYCLE PARKING
REQUIRED: ONE BICYCLE SPACE FOR EVERY 25 AUTOMOBILE
PARKING SPACE REQUIRED FOR BUILDINGS UP TO 50,000
SQ FT OF GROSS BUILDING AREA; MINIMUM OF THREE
PROVIDED: 5-BIKE CAPACITY STORAGE, PERMANENTLY ANCHORED NAME TOTAL AREA (S.F.)
FIRST FLOOR 7,510 SF
7,510 SF TOTAL AREA
TOTAL PARKING REQ'D: 103 STALLS
TOTAL PARKING EXISTING: 119 STALLS

PARKING ANALYSIS
BASED ON HUNTINGTON BEACH , CALIFORNIA MUNICIPAL CODE: TITLE 23 ZONING CODE 231.04 OFF-STREET PARKING AND LOADING SPACES REQ'D
WAREHOUSE AND STORAGE: 1 PARKING SPACE PER 1000 SQ FT
6,906 GROSS SF / 1000 SF = 6.906 = 7 STALLS REQ'D
OFFICES, BUSINESS, AND PROFESSIONAL: 1 PER 250 SQ FT FOR LESS THAN 250,000 SQ FT
23,852 GROSS SF / 250 SF = 95.408 = 96 STALLS REQ'D
(E) KETTLER EDUCATION CENTER
1" = 30'-0" 10 FENCE VIEW

KETTLER EDUCATION

CENTER BLDG
ADDRESS: 8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646
APN: 148-113-42
ZONING DISTRICT: PUBLIC SEMI-PUBLIC DISTRICT
GENERAL PLAN LAND USE DESIGNATION: PS
SITE AREA: 209,088 SF / 4.8 ACRES

LOT COVERAGE
(34704 SF + 7510 SF) / 209,088 X 100 = 20.19%
TOTAL BUILDING AREA:
7510 SF
FLOOR AREA RATIO (FAR):
7510 SF / 209,088 SF = 0.036
BUILDING USE (PROPOSED):

BUSINESS (B) / FACTORY INDUSTRIAL (F-2) LOW-HAZARD / LOW-HAZARD STORAGE (S-2)
PARKING SPACES (PROPOSED):

ON-SITE PARKING: 14 STALLS (INCLUDES 1 ACCESSIBLE STALL)

PROJECT DATA
NO. REMARKS DATE
DEM
6'-0"
CHAI
DEM
6'-0"
CHAI

FD
FD
L
1 1
HH
2 2
BB
766 SF
MISC

STORAGE
112
4 OCC.
{6}
S-2
766 SF
ELEC.

STORAGE
113
4 OCC.
{15}
S-2
766 SF
GARAGE
114
4 OCC.
{6}
S-2
386 SF

FILTERS
115
1 OCC.

S-2
295 SF
METAL

WORKING
AREA
116
3 OCC.

F-2
10 402
10 402
10 402
10 402
10 402
10 402
41 37
8 14
CC
DD
EE
AA
362 SF
WORK
LAYOUT
AREA
110
3 OCC.

B
173 SF

LOCKSMITH
OFFICE
109
2 OCC.

B
277 SF
WOOD

WORKING
AREA
108
3 OCC.

F-2
174 SF
OFFICE
107
2 OCC.

B
492 SF

PLAN ROOM
103
32 OCC.

B175 SF

RECEPTION
106
2 OCC.

B
35 SF

FIRE RISER
101
NO OCC.

B
54 SF

RESTROOM
104
NO OCC.

B
54 SF

RESTROOM
105
NO OCC.

B
677 SF

GROUNDSKEEPING
SHOP
117
4 OCC.

F-2
617 SF

MECHANIC
118
4 OCC.

F-2
1,041 SF
SECURE

STORAGE
119
4 OCC.

S-2
43 2
3 4 4
4 3
24 10 402
10 402
5 4
73 SF

STORAGE
100
NO OCC.

S-2
(NET)
(GROSS) 523 SF
(NET)
(GROSS) 188 SF
(NET)
(GROSS) 63 SF
(NET)
(GROSS) 63 SF
(NET)
(GROSS) 43 SF
(NET)
84 SF (GROSS)
(NET)
(GROSS) 188 SF (NET)
(GROSS) 188 SF
(NET)
(GROSS) 305 SF
(NET)
(GROSS) 383 SF
(NET)
(GROSS) 795 SF
(NET)
(GROSS) 776 SF
(NET)
(GROSS) 778 SF
(NET)
(GROSS) 394 SF
(NET)
(GROSS) 312 SF
(NET)
(GROSS) 690 SF
(NET)
(GROSS) 655 SF
(NET)
(GROSS) 1,082 SF
ILLUMINATED EXIT SIGN, SEE ELECTRICAL DRAWINGS.

EXIT SIGNAGE TO ACCOMPANY ALL ILLUMINATED EXIT SIGNS.

L = LOW LEVEL ILLUMINATED EXIT SIGN (WHERE OCCURS)

AREA IDENTITY/ CODE ANALYSIS
WORKROOM = ROOM NAME
A101 = ROOM NUMBER
B = OCCUPANCY CLASS (CBC 302)
1,500 SF = FLOOR AREA
10 = OCCUPANT LOAD
{15} = OCCUPANT LOAD PLUS ANCILLARY

SPACE WHERE OCCURS

WORKROOM
A101
1,500 SF
10 OCC.
{15}
B
41 PATH OF EGRESS
41 = OCCUPANT LOAD

STARTING POINT OF PATH OF TRAVEL TO

EXIT MARKED BY DOT AT THE BEGINNING

OF EGRESS LINE

PPANIC HARDWARE DEVICE - REFERENCE DOOR SCHEDULE

AND HARDWARE GROUP
ACCESSIBLE ENTRANCE SIGN S1
ROOM IDENTIFICATION SIGN S2

EXIT SIGN
S3

EXIT ROUTE SIGN
S4

UNISEX WALL MOUNTED SIGN
S5

UNISEX DOOR SIGN
S6
S7

ABOVE DOOR SIGN
S8

MAXIMUM OCCUPANCY SIGN
T
H R
I
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TC
ROM
IE
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Ren. 9/30/23
No. C 30345
H

I L CAF
A
RO
IN
S

FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:25 PM
A0.5

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

CODE ANALYSIS FLOOR
PLAN
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT
3/32" = 1'-0"
REF: 6 / A5.1
10 CODE ANALYSIS FLOOR PLAN

PLUMBING ANALYSIS

KEY NOTES
LEGEND

NUMBER NOTE
10 402 FIRE EXTINGUISHER (2A-10B:C) IN SURFACE-MOUNTED CABINET (SEE DETAIL 1/A10.10.3)

GENERAL NOTES

1. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING
CONSTRUCTION AND DEMOLITION PER CFC 3311.2.

2. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PER CFC 1013.3.

3. NUMBER OF EXITS SHOWN COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH IN CBC SECTION 1006.2. WHEN THERE ARE MORE THAN ONE REQUIRED EXIT, THE EXITS SHALL BE LOCATED PER SECTION 1007.1.1. SEE CALCULATIONS BELOW.

4. NO EXIT DOOR SHALL BE LESS THAN 32" CLEAR WIDTH.

N

MARK DOOR WIDTH

EXITING

OCCUPANTS

MINIMUM EXIT WIDTH

REQUIRED (EXITING
OCCUPANTS *.2)

EXIT WIDTH

PROVIDED
100A 3'-0" 32"
100G 3'-3" 35"
101A 3'-0" 32"
101G 3'-3" 35"
102G 3'-3" 35"
105A 3'-0" 32"
106A 3'-0" 41 32" 32"
106G 3'-3" 35"
107G 3'-3" 35"
108A 10'-0" 3 32" 116"
109G 6'-6" 74"
110G 6'-6" 74"
111G 3'-3" 35"
112A 3'-0" 8 32" 32"
112G 3'-3" 35"
113A 10'-0" 13 32" 116"
113G 3'-3" 35"
114A 3'-0" 5 32" 32"
116A 10'-0" 3 32" 116"
117A 10'-0" 4 32" 116"
118A 10'-0" 4 32" 116"
119A 6'-0" 4 32" 68"

OCCUPANT LOAD CHART

EXIT WIDTH CALCULATIONS
ROOM

NUMBER ROOM NAME

FUNCTION OF

SPACE (CBC
TABLE 1004.1.2)
SQ. FT.
(NET)

OCCUPANT
LOAD
FACTOR

OCCUPANT
LOAD
100 STORAGE (none) 73 SF
101 FIRE RISER (none) 35 SF
103 PLAN ROOM Business Areas 492 SF 150 4
104 RESTROOM (none) 54 SF
105 RESTROOM (none) 54 SF
106 RECEPTION Business Areas 175 SF 150 2
107 OFFICE Business Areas 174 SF 150 2
108 WOOD WORKING AREA H-5 Fabricaion &
Manufacturing
277 SF 200 2
109 LOCKSMITH OFFICE Business Areas 173 SF 150 2
110 WORK LAYOUT AREA Business Areas 362 SF 150 3
112 MISC STORAGE Warehouses 766 SF 500 2
113 ELEC. STORAGE Warehouses 766 SF 500 2
114 GARAGE Warehouses 766 SF 500 2
115 FILTERS Warehouses 386 SF 500 1
116 METAL WORKING AREA H-5 Fabricaion &
Manufacturing
295 SF 200 2
117 GROUNDSKEEPING SHOP H-5 Fabricaion &
Manufacturing
677 SF 200 4
118 MECHANIC H-5 Fabricaion &
Manufacturing
617 SF 200 4
119 SECURE STORAGE Warehouses 1,041 SF 500 3
7,183 SF 35
PLUMBING OCCUPANCY (CPC CH. 4 TABLE A)

OCCUPANT LOAD AREA
OCC. LOAD
FACTOR
TOTAL

PERSONS
GROUP B - OFFICE OR PUBLIC BUILDINGS 1,375 SF 200 7

GROUP F - WORKSHOPS, FOUNDRIES, AND

SIMILAR ESTABLISHMENTS
1,866 SF 2000 4
GROUP S - WAREHOUSE 3,798 SF 5000 6
NON-OCCUPIED 144 SF 0 0
7,183 SF 17
ROOM # ROOM NAME OCCUPANCY CLASS SQ. FT. (NET)
101 FIRE RISER B 35 SF
103 PLAN ROOM B 492 SF
104 RESTROOM B 54 SF
105 RESTROOM B 54 SF
106 RECEPTION B 175 SF
107 OFFICE B 174 SF
109 LOCKSMITH OFFICE B 173 SF
110 WORK LAYOUT AREA B 362 SF
B1,520 SF
108 WOOD WORKING AREA F-2 277 SF
116 METAL WORKING AREA F-2 295 SF
117 GROUNDSKEEPING SHOP F-2 677 SF
118 MECHANIC F-2 617 SF
F-2 1,866 SF
100 STORAGE S-2 73 SF
112 MISC STORAGE S-2 766 SF
113 ELEC. STORAGE S-2 766 SF
114 GARAGE S-2 766 SF
115 FILTERS S-2 386 SF
119 SECURE STORAGE S-2 1,041 SF
S-2 3,798 SF
TOTAL AREA (NET) 7,183 SF

OCCUPANCY CLASS
NOTE: EXIT WIDTH CALCULATIONS ARE PER CBC 1005.3.2. IF CALCULATED EXITING WIDTH IS LESS THAN 32", THEN 32" IS USED AS THE MINIMUM VALUE PER CBC 11B-403.5.1 (EXCEPTION 1). REFER TO "EXIT WIDTH PROVIDED" COLUMN BELOW AND DOOR SCHEDULE ON SHEET A9.1 FOR MORE INFORMATION.

SIGNAGE LEGEND

REQUIRED

WATER CLOSETS

LAVATORIES

WATER FOUNTAINS

SERVICE SINK OR LAUNDRY TRAY

FIXTURE TYPE PROVIDED
MINIMUM PLUMBING FACILITIES (CPC TABLE 422.1, B OCCUPANCY) 1 PER 50 MALE
1 PER 30 FEMALE
1 PER 40 MALE
1 PER 40 FEMALE
1 PER 150
1 2
2 1
(NET)
(NET)
NO. REMARKS DATE
5 N89° 27' 07"W
N0° 17' 17"E
330.10'
SEE ENLARGEDPLAN "A", SHEET HEREON
DATEISSUED FOR:

SHEET:

NOT FOR CONSTRUCTION
Date:2000157Project Number:TNDrawn By:JPChecked By:AS SPECIFIEDScale:

CONSULTANTS:
8750 DORSETT DRIVEHUNTINGTON BEACH, CA 92646

NOT FORCONSTRUCTION
140 Newport Center Drive, Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.com

04.11.2023

HUNTINGTON BEACH CITYSCHOOL DISTRICTMAINTENANCE AND OPERATIONS(MOT) BUILDING C1.30PRELIMINARYGRADINGPLAN

N89° 27' 07"W
N0° 17' 17"E
330.10'
DATEISSUED FOR:

SHEET:

NOT FOR CONSTRUCTION
Date:2000157Project Number:TNDrawn By:JPChecked By:AS SPECIFIEDScale:

CONSULTANTS:
8750 DORSETT DRIVEHUNTINGTON BEACH, CA 92646

NOT FORCONSTRUCTION
140 Newport Center Drive, Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.com

11.28.2023

HUNTINGTON BEACH CITYSCHOOL DISTRICTMAINTENANCE AND OPERATIONS(MOT) BUILDING C1.50PRELIMINARYUTILITYPLAN

PROPOSED M&O BUILDING
SEE FLOOR PLAN 10/A2.1
26'-6"
9'-0"
9'-0"
9'-0"
12'-0"
5'-0"
19'-0" -
28'-7"
31'-3"
38'-0"
26'-0"
- 38'-0"
14'-10"
9'-0"
45'-0"
9'-0"
19'-0" 19'-0"
TYP.
9'-0"
8'-0"
10'-1 1/8"
8'-5"
5'-6"

EXISTING TRASH

ENCLOSURE
214'-8"
35'-0"

GROUNDCOVER AND

TREES TO SERVE AS

BUFFER FROM

ADJACENT RESIDENTIAL

PUBLIC ACCESS

EASEMENT

CONNECTING TO

EDISON PARK
22'-6"

MECHANICAL

EQUIPMENT

USED BY EDISON PARK
APN 148-113-42
APN 148-012-11

TRASH ENCLOSURE
W/ SOLID ROOF.

FLOWERING VINE OVER

CMU WALL TO REDUCE

GRAFFITI AND SOFTEN

APPEARANCE
(E) RESIDENTAL
5-BIKE

CAPACITY
RACK

ACCESSIBLE

SIGNAGE
6" HIGH, 6" WIDE

PORTLAND CEMENT

CONCRETE CURB AT

ALL PARKING AREA

LANDSCAPING
(E) 6'-0" HIGH

CHAINLINK
FENCE

DEMO AND REPLACE
6'-0" HIGH

CHAINLINK FENCE
WITH 6'-0" HIGH CMU

BLOCK WALL
2'-9"

FLOOR MOUNTED MECHANICAL
EQUIPMENT. SCREENED FROM

PUBLIC VIEW WITH FLOWERING

VINES AND GROUNDCOVER TO

SOFTEN APPEARANCE
8"
8"
3' HIGH HARDIE

BOARD WALL

SCREEN FOR

MECHANICAL UNITS

VERTICAL
METAL

TRELLIS FOR

FLOWERING
VINES. TYP.
4" COLORED CONCRETE PAVING OVER 6" CLASS II

AGGREGATE BASE

LANDSCAPING

ASPHALT PAVING
4" CONCRETE OVER 6" CLASS II AGGREGATE BASE
8" CONCRETE OVER 6" CLASS II AGGREGATE BASE
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FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:27 PM
A1.2

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

ENLARGED SITE PLAN
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT
1" = 10'-0"
REF: 15 / A0.4
10 ENLARGED SITE PLAN
LEGEND

GENERAL NOTES
N

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. 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) RECOMMENDATIONS WILL BE

IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE

DEVELOPER'S EXPENSE
NO. REMARKS DATE
5 FD
FD
L
1 1
HH
2 2
BB
MISC

STORAGE
112

MECHANIC
118
ELEC.

STORAGE
113
GARAGE
114

FILTERS
115
METAL

WORKING
AREA
116
214'-7"
118A
117A
101A
116A
108A
113A
114A
112A
119A
SECURE

STORAGE
119

FIRE RISER
101

LOCKSMITH
OFFICE
109
WOOD

WORKING
AREA
108

RESTROOM
104

RESTROOM
105

RECEPTION
106
OFFICE
107
WORK
LAYOUT
AREA
110

GROUNDSKEEPING
SHOP
117

PLAN ROOM
103
CC
DD
EE
30'-11"
38'-3"
106'-11"
31'-3"
7'-3"
103A
106B
105A
106A 107A
16'-2"
10'-0"
12'-4 5/8"
18'-1 3/8"
10'-0"
12'-2"
7'-4"
7'-4"
12'-4"
38'-3"
19'-9"
87'-2"
15'-7"
15'-7"
15'-0"
104A
17'-2" 8'-9" 9'-1"
AA
3"
5'-5"
4'-4"
10'-0"
8'-6"
10'-0"
5'-5"
6'-1"
10'-0"
15'-10"
11'-10"
A5.1 8
A5.1
6 A5.1
9 A5.1 10
A5.2
24 STORAGE
100
100A
103B
109A

PALLET RACKING
EXTERIOR 4" METAL STUD WALL WITH METAL PANEL
INTERIOR 6" METAL STUD WALL, SEE DETAIL
INTERIOR 6" METAL STUD 2-HOUR RATED WALL

DOOR NUMBER, SEE DOOR SCHEDULE

WINDOW, STOREFRONT, OR CURTAINWALL

SEE WINDOW SCHEDULE
A101A
A

METAL ROOF PANELS
2x4 SUSPENDED ACOUSTICAL CEILING PANEL SYSTEM. SEE SHEET A10.9.1 AND A10.9.2 FOR ATTACHMENT TO STRUCTURE.

GYPSUM WALLBOARD CEILING, PAINT SURFACE, SEE DETAIL

LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS

MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

CEILING ACCESS PANEL
(+) 8'-0"

ROOM NAME
A119 ROOM TAG
(+) 8'-0" = CEILING HEIGHT OF ROOM, U.O.N.

EXPOSED

ROOM NAME
A119 ROOM TAG
EXPOSED = OPEN TO STRUCTURE

EMERGENCY EXIT LIGHT

FLOOR PLAN

GENERAL

1. FOR ALL REQUIRED SIGNAGE INCLUDING ROOM NAME AND NUMBER THROUGHOUT - REFER TO CODE ANALYSIS PLAN.

2. ALL WALLS SHALL HAVE R-19 BATT INSULATION, FULL HEIGHT AND SOUND INSULATION TO BE INSTALLED AT INTERIOR WALLS.

3. PAINT ALL INTERIOR WALLS.

4. DOORS SHALL BE INSTALLED 4" FROM JAMB UNLESS OTHERWISE NOTED.

5. ALL FIRE WALLS THAT HAVE A CONCEALED FLOOR-CEILING ATTIC SPACE

SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING READING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" IN THE CONCEALED SPACE. THE IDENTIFICATION SHALL BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AT INTERVALS NOT EXCEEDING 30 FEET HORIZONTALLY. THE LETTERING SHALL NOT BE LESS THAN 3" TALL AND HAVE A MINIMUM STROKE OF 3/8".

STRUCTURE

1. DIMENSIONS OF WALLS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED.

2. REFER TO STRUCTURAL DRAWINGS FOR HEADER SCHEDULE AND FRAMING DETAILS FOR OPENINGS IN INTERIOR AND EXTERIOR WALLS.

3. SEE STRUCTURAL DRAWINGS FOR FRAMING SIZE AND SPACING.

4. SEE STRUCTURAL DRAWINGS FOR COLUMN LOCATIONS AND SIZING.

REFLECTED CEILING PLAN

GENERAL

1. ALL HEIGHTS ARE REFERENCED FROM FINISH FLOOR ELEVATIONS = 0'-0"

2. ACCESS DOORS TO BE INSTALLED TO SERVICE EQUIPMENT SHOWN IN CONTRACT DOCUMENTS.

3. PROVIDE ACCESS PANELS TO ENCLOSED AREAS ABOVE GYPSUM BOARD CEILINGS. CENTER AND ALIGN TO LIGHT FIXTURES, AND OTHER CEILING FIXTURES PER PLAN.

4. CEILING SYSTEM SHOULD BE CENTERED WITHIN EACH ROOM AS WELL AS ALIGNED WITH THE STRUCTURAL GRID, U.O.N.

5. CEILING SYSTEM SHALL BE COORDINATED WITH THE LIGHTING & ELECTRICAL PLANS.

6. PAINT GYP. BD. CEILINGS AND SOFFITS P-1 U.O.N. (PAINT FINISH TO BE SAME AT FACE AND UNDERSIDE OF SOFFITS.)

7. PAINT EXPOSED CEILINGS, DUCTWORK AND EQUIPMENT PER FINISH SCHEDULE.

8. NO EXPOSED NAILS OR SCREWS ARE ALLOWED.

EQUIPMENT

1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SUPPORTS & BRACING.

ELECTRICAL DEVICES ARE SHOWN FOR LOCATION IN RELATION TO LIGHT FIXTURES AND MECHANICAL DIFFUSERS IN SELECT AREAS. FOR FIXTURE INFORMATION SEE ELECTRICAL DRAWINGS.

2. SEE MECHANICAL AND PLUMBING DRAWINGS FOR DIFFUSERS AND PIPE CHASES.

3. SEE FIRE PROTECTION DETAILS FOR PENETRATIONS THROUGH RATED WALLS, WHERE OCCURS.

4. SINGLE LIGHT FIXTURES IN GYP. BD. CEILINGS SHALL BE CENTERED IN ROOM.

5. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE OR GROUP OF FIXTURES, U.O.N.

6. CENTER AND ALIGN SMOKE DETECTOR, DIFFUSERS, GRILLS, AND SIMILAR

ITEMS IN CEILING TILE GRID AND ALIGN WITH LIGHT FIXTURES, SEE DETAIL

7. SEE ELECTRICAL DRAWINGS FOR LOW LEVEL EXIT SIGN LOCATIONS.

8. COORDINATE LOCATION OF CEILING FANS AND LIGHTING. ENSURE THAT FAN BLADES DO NOT UNDERCUT LIGHTING FIXTURES.

ROOF PLAN

GENERAL

1. NOTES AND SYMBOLS ARE TO APPLY AT ALL AREAS OF SIMILAR GRAPHIC REPRESENTATION. SUCH INDICATIONS MAY BE LIMITED TO PROMOTE CLARITY OR AVOID REDUNDANCY. NO LIMITATION OF APPLICATION SHALL BE CONSTRUED WITHOUT SPECIFIC NOTATION.

2. ALL ROOF MATERIALS TO BE CLASS "A" RATED.

3. MINIMUM ROOF INSULATION SHALL BE R-30 RIGID INSULATION, TYP

4. MINIMUM THICKNESS OF ROOF INSULATION TO BE 6" AT LOW POINT OF ROOF DRAIN SUMP.

5. FLASHING TERMINATIONS SHALL HAVE WATER-TIGHT SHEET METAL

CLOSURES WITH WATERPROOF SELF-ADHERED MEMBRANE
UNDERLAYMENT.

6. NAILER THICKNESS SHALL MATCH ADJACENT INSULATION THICKNESS WITHIN 1/4" TOLERANCE.

7. REFER TO WALL SECTIONS FOR TOP OF STRUCTURE ELEVATIONS

SLOPES AND DRAINAGE

1. MINIMUM SLOPE 1/4"/FT TO DRAIN AT ALL LOCATIONS.

EQUIPMENT

1. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND OTHER FACILITY

SERVICES DRAWINGS FOR EQUIPMENT, DUCTWORK, PENETRATIONS AND OTHER FEATURES NOT OTHERWISE SHOWN.

2. PENETRATIONS, CURBS AND TERMINATIONS, INCLUDING THOSE FOR

MECHANICAL, ELECTRICAL, PLUMBING AND OTHER FACILITY SERVICES SHALL PROVIDE MINIMUM 8" VERTICAL BASE FLASHING ELEVATION ABOVE THE TOP OF THE ADJACENT ROOF SURFACE (NOT STRUCTURAL DECK).

3. EQUIPMENT SUPPORT PENETRATIONS SHALL BE ROUND SHAPES UNLESS SPECIFICALLY DETAILED OTHERWISE.

4. FOR CONDUIT THROUGH ROOF DETAIL, SEE ELECTRICAL DRAWINGS 1 1
HH
2 2
BB
CC
DD
EE
AA
SLOPE
2"/12"
SLOPE
2"/12"
1 1
HH
2 BB
(+) 8' -0"
(+) 9' -0"
(+) 9' -0"
MISC

STORAGE
112

MECHANIC
118
ELEC.

STORAGE
113
GARAGE
114

FILTERS
115
METAL

WORKING
AREA
116

EXPOSED

EXPOSED

EXPOSED

EXPOSED EXPOSED EXPOSED
CC
DD
EE
AA

GROUNDSKEEPING
SHOP
117
SECURE

STORAGE
119

LOCKSMITH
OFFICE
109
WORK
LAYOUT
AREA
110

PLAN ROOM
103

FIRE RISER
101

RESTROOM
104

RESTROOM
105
(+) 8' -0"

RECEPTION
106
OFFICE
107
WOOD

WORKING
AREA
108
(+) 9' -0"

STORAGE
100

EXPOSED
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DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:31 PM
A2.1

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

FLOOR PLAN, ROOF

PLAN, & RCP
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT
3/32" = 1'-0" 7 FLOOR PLAN
LEGEND

GENERAL NOTES
N
3/32" = 1'-0" 9 ROOF PLAN 3/32" = 1'-0" 10 REFLECTED CEILING PLAN N N
NO. REMARKS DATE
5 0' -0"
F.F.
1 2
10 A6.1
10 A6.1
17' -6"
T.O. ROOF
12"
2"
07 705
04 701
07 704 07 704
07 401
08 101
TYP.
(9.80)
-0' -2"
T.C.
(9.62) (+) -1'-0" (8.80)
TG
32 240
0' -0"
F.F.
14' -0"
T.O. WALL
H B
8 A6.1
8 A6.1
17' -6"
T.O. ROOF
CDE A
4'-2"
08 311
TYP.
10 101 08 511
TYP.

TYP.
07 705
TYP.
10 123
04 701
TYP.
13 301
07 401
26 501
26 501
TYP.

TYP.
08 101
TYP.
(9.80)
(10.17)
(+) -0'-7" (9.39)
T.C.
(+) 0'-6"
T.C.
32 255 32 255
0' -0"
F.F.
12 10
A6.1
10 A6.1
17' -6"
T.O. ROOF
13 301
07 704
07 705
07 401
07 704
26 501
(+) -0'-7"
T.C.
(9.39)
0' -0"
F.F.

HB
8 A6.1
8 A6.1
17' -6"
T.O. ROOF
C D EA
07 705
TYP.
07 401
13 301
26 501
TYP.
(E) TRASH

ENCLOSURE
(+) -0'-2" (9.60)
T.C.

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
EQ EQ
6'-2"
4'-2"
11"
16'-6"
32 252 12 202
TYP. TYP. TYP.
12 203
9'-2"
3'-2"
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No. C 30345
H

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FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
1/8" = 1'-0"
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:35 PM
A5.1

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

EXTERIOR ELEVATIONS
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

KEY NOTES

NUMBER NOTE
04 701 LIGHTWEIGHT INSULATED BRICK VENEER BY NEWBRICK: COLOR, SHOOL YARD - 925BST WITH VELOUR TEXTURE
07 401 CLASS 'A' DESIGN ROOF METAL PANEL SYSTEM
07 704 GUTTER
07 705 DOWNSPOUT, PAINT TO MATCH COLOR(S) OF WALL BEHIND 08 101 DOOR AND FRAME (SEE DOOR SCHEDULE)
08 311 MOTORIZED ROLL UP DOOR (SEE DOOR SCHEDULE)
08 511 3' x 3' WINDOW (SEE WINDOW SCHEDULE)
10 101 SIGNAGE (SEE CODE ANALYSIS PLAN)
10 123 12" BUILDING NUMBER SIGNAGE
12 202 FAUX WINDOW WITH FOAM TRIM
12 203 FOAM WALL WITH SMOOTH STUCCO FINISH
13 301 EXTERIOR METAL WALL PANEL SYSTEM, PAINTED WITH KYNAR FINISH 26 501 EXTERIOR LIGHT FIXTURE
32 240 5-BIKE CAPACITY RACK
32 252 METAL VERTICAL TRELLIS
32 255 3' HIGH HARDIE BOARD WALL SCREEN FOR MECHANICAL UNITS

GENERAL NOTES
LEGEND
1/8" = 1'-0"
REF: 7 / A2.1
6 NORTH ELEVATION
1/8" = 1'-0"
REF: 7 / A2.1
8 EAST ELEVATION
1/8" = 1'-0"
REF: 7 / A2.1
9 SOUTH ELEVATION
1/8" = 1'-0"
REF: 7 / A2.1
10 WEST ELEVATION
NO. REMARKS DATE
5 0' -0"
F.F.
0' -0"
F.F.
14' -0"
T.O. WALL
14' -0"
T.O. WALL
H B
8 A6.1
8 A6.1
17' -6"
T.O. ROOF
17' -6"
T.O. ROOF
CDE
4'-2"
08 311
TYP.
10 101
TYP.

A
07 401
26 501
TYP.
08 511
TYP.
07 705
TYP.
10 123
07 422
TYP.
13 301 08 101
TYP.

EXTERIOR FIBER CEMENT SIDING

HARDIE PLANK LAP SIDING - THE

STATEMENT COLLECTION - NAVAJO
BEIGE

EXTERIOR METAL PANEL -

BUTLER-COTE FINISH SYSTEM

ROOF SYSTEM

VSR II ROOF SYSTEM - COOL SOLAR
WHITE (24 GA.)

WALL SYSTEM

BUTLERIB II - COOL SOLAR WHITE

EXTERIOR FOAM TRIM/PANEL

BEHR PAINT TO MATCH HARDIE PLANK

LAP SIDING - NAVAJO BEIGE
1 10
A6.1
10 A6.1
13 301
07 704
07 705
07 401
07 704
26 501
0' -0"
F.F.

HB
8 A6.1
8 A6.1
17' -6"
T.O. ROOF
C D EA
07 705
TYP.
07 401
13 301
0' -0"
F.F.
1 2
10 A6.1
10 A6.1
17' -6"
T.O. ROOF
07 705 TYP.
07 705
07 422
07 704
07 704
07 401
08 101
26 501
TYP.
12"
2"
10 123
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Ren. 9/30/23
No. C 30345
H

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FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:38 PM
A5.2

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

COLORED EXTERIOR

ELEVATIONS
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT
1/8" = 1'-0" 6 EAST ELEVATION

KEY NOTES

NUMBER NOTE
07 401 CLASS 'A' DESIGN ROOF METAL PANEL SYSTEM
07 422 FIBER CEMENT SIDING BY HARDIE: PLANK LAP SIDING. SEE LEGEND ON A5.2 07 704 GUTTER
07 705 DOWNSPOUT, PAINT TO MATCH COLOR(S) OF WALL BEHIND 08 101 DOOR AND FRAME (SEE DOOR SCHEDULE)
08 311 MOTORIZED ROLL UP DOOR (SEE DOOR SCHEDULE)
08 511 3' x 3' WINDOW (SEE WINDOW SCHEDULE)
10 101 SIGNAGE (SEE CODE ANALYSIS PLAN)
10 123 12" BUILDING NUMBER SIGNAGE
13 301 EXTERIOR METAL WALL PANEL SYSTEM, PAINTED WITH KYNAR FINISH 26 501 EXTERIOR LIGHT FIXTURE
LEGEND
1/8" = 1'-0" 14 SOUTH ELEVATION
1/8" = 1'-0" 7 WEST ELEVATION
1/8" = 1'-0" 24 NORTH ELEVATION
NTS 10 PERSPECTIVE OF PROPOSED M&O BLDG NTS 25 PERSPECTIVE OF (E) KETTLER

EDUCATION BLDG

EXTERIOR FIBER CEMENT SIDING

HARDIE PLANK LAP SIDING - THE

STATEMENT COLLECTION - NAVAJO BEIGE

EXTERIOR METAL PANEL -

BUTLER-COTE FINISH SYSTEM

ROOF SYSTEM
VSR II ROOF SYSTEM - COOL SOLAR WHITE (24 GA.)

WALL SYSTEM

BUTLERIB II - COOL SOLAR WHITE
NO. REMARKS DATE
1" = 30'-0" 8 ENHANCED FACADE TREATMENT DIAGRAMS
5 1
14' -0"
T.O. WALL
2 10
A6.1
10 A6.1
GARAGE
114
0' -0"
F.F.
14' -0"
T.O. WALL
HB
8 A6.1
8 A6.1
17' -6"
T.O. ROOF
C D EA

RESTROOM
105

RECEPTION
106
OFFICE
107
WOOD

WORKING
AREA
108
MISC

STORAGE
112
ELEC.

STORAGE
113
GARAGE
114
METAL

WORKING
AREA
116

GROUNDSKEEPING
SHOP
117

MECHANIC
118
SECURE

STORAGE
119

1. SEE REFLECTED CEILING PLANS FOR CEILING INFORMATION.

2. SEE FLOOR PLAN FOR WALL TYPES.

T
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TC
ROM
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T
B
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W NP
RI
ENS
A
D
Ren. 9/30/23
No. C 30345
H

I L CAF
A
RO
IN
S

FO T TAE

CUP RESUBMITTAL

DRAWING STATUS
DATE

ENGINEER ARCHITECT
Drawing Number
Drawn
Scale
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. 2021.

REVISION HISTORY

KEY PLAN
Studio W Architects
424 32nd St Suite D/E,
Newport Beach, California 92663
[ T ] 949.774.2920
www.StudioW-Architects.com
FILE PATH:

PRINT DATE:

DSA STAMP
Project Number
Checked
12/07/2023
As indicated
BIM 360://21010 HBCSD M&O Building/21010-HBCSD M&O Building-A21.rvt 4/5/2024 3:23:42 PM
A6.1

CUP SUBMITTAL
Author
04/05/2023

M&O BUILDING
8750 DORSETT DRIVE
HUNTINGTON BEACH, CA 92646

BUILDING SECTIONS
21010
Checker

KETTLER EDUCATIONAL
CENTER
8750 DORSETT DR
HUNTINGTON BEACH, CA 92646

HUNTINGTON BEACH

CITY SCHOOL DISTRICT

KEY NOTES
LEGEND

GENERAL NOTES
1/8" = 1'-0"
REF: 8 / A5.1
8 BUILDING SECTION
1/8" = 1'-0"
REF: 6 / A5.1
10 BUILDING SECTION

NUMBER NOTE
NO. REMARKS DATE
5