Exhibit B_ AVC2026-2027-3 CCD_NextMod.pdf

DGS DSA 140 (rev 10/02/19) Page 1 of 2 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA

APPLICATION FOR SUBMITTAL OF POST-APPROVAL DOCUMENT

This application is for submittal of documents, after the initial approval of the project (post-approval documents), that require Division of the State Architect (DSA) review and approval.This form shall be completed by the Design Professional in General Responsible Charge of the project, in accordance with California Code of Regulations, Title 24, Part 1, Sections 4-317, 4-323 and 4-338 and in compliance with DSA IR A-6: Construction Change Document Submittal and Approval Process.

DSA documents referenced within this form are available on the DSA Forms or DSA Publications webpages.

1. SUBMITTAL TYPE: (Is this a resubmittal? Yes☐ No ☐)

Deferred Submittal ☐ Addendum Number: Revision Number: CCD Number: Category A ☐ or B ☐

2. PROJECT INFORMATION:

School District/Owner: DSA File Number:

Project Name/School: DSA Application Number:

3. APPLICANT INFORMATION:

Date Submitted: Attached Pages? No ☐ Yes ☐ Number of pages?

Firm Name: Contact Name:

Work Email: Work Phone:

Firm Address: City: State: Zip Code:

4. REASON FOR SUBMITTAL: (Check applicable boxes)

☐ For revision or addendum prior to construction. ☐ For a project currently under construction.

☐ For a project that has a form DSA 301-N: Notification of Requirement for Certification, DSA 301-P: Posted Notification of Requirement for Certification or a 90-Day Letter issued.

☐ To obtain DSA approval of an existing uncertified building or buildings.

☐ For Category B CCD this is: ☐ a voluntary submittal, ☐ a DSA required submittal (attach DSA notice requiring submission).

5. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE:

Name of the Design Professional In General Responsible Charge:

Professional License Number: Discipline:

Design Professional in General Responsible Charge Statement: The attached post-approval documents have been examined by me for design intent and appear to meet the appropriate requirements of Title 24, California Code of Regulations and the project specifications. They are acceptable for incorporation into the construction of the project.

Signature:_______________________________________________________________________________________

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE

6. CONFIRMATION, DESCRIPTION AND LISTING OF DOCUMENTS:

For addenda, revisions, or CCDs: CHECK THIS BOX ☐ to confirm that all post-approval documents have been stamped and signed by the Responsible Design Professional listed on form DSA 1: Application for Approval of Plans and Specifications for this project. (For Deferred Submittals, refer to IR A-18:

Use of Construction Documents Prepared by Other Professionals, and IR A-19: Design Professional’s Signature and Seal (Stamp) on Construction Documents, when applicable, for signature and seal requirements.)

Provide a brief description of construction scope for this post-approval document (attach additional sheets if needed):

List of DSA-approved drawings affected by this post-approval document:

DSA USE ONLY

SSS Date ☐Approved ☐Disapproved ☐Not Required

Comments:

FLS Date ☐Approved ☐Disapproved ☐Not Required

Comments:

ACS Date ☐Approved ☐Disapproved ☐Not Required

Comments:

Returned DSA STAMP Date:

By:

A0.0N, A1.3N, A4.3N, A8.1, E3.0N, P0.0 & P1.0

DSA Test Mark - EPR Admin Change to "INCORPORATE"

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

✔ FLS ACS✔ ✔

04/16/2026 https://www.dgs.ca.gov/DSA/Forms https://www.dgs.ca.gov/DSA/Publications

CCD #01 Narrative Letter

January 14, 2026

Division of the State Architect – San Diego

10920 Via Frontera

San Diego, CA 92127

Attention: Plan Checker

Project: Stockpile

DSA A#: 04-124946

DSA File #: Stock-42

Dear Plan Checker, The following changes, omissions, and/or additions to the Approved Plans made to the above-referenced project. Below is a list of items explaining the changes made to the specific sheets.

Sheet A0.0N: Add new sheets. Update total sheet count.

Sheet A1.3N: Update keynotes. Addition of 7’-0” casework including ADA sink & eyewash. Addition of blocking. Addition of 6-gallon water heater.

Sheet A4.3N: Update keynotes. Addition of 7’-0” casework including ADA sink & eyewash. Addition of blocking. Addition of 6-gallon water heater.

Sheet A8.1: Uncrossed details from original approved plans that have become applicable

Sheet E3.0N: Update drawing to reflect architectural floor plan. Add additional dedicated power and j-boxes for low voltage. Update electrical panel.

Sheet P0.0: New sheet added for Plumbing discipline.

Sheet P1.0: New sheet added for Plumbing plans and layout.

End of CCD #01 Narrative

Submitted By

Jeffrey C. Chan-Lugay

Director of Design

Drawing Attachments: A0.0N, A1.3N, A4.3N, A8.1, E3.0, P0.0, & P1.0

DRAWING SYMBOLS & LEGEND SHEET INDEX

ARCHITECTURALSHEET NO. STRUCTURALSHEET NO.

DESIGN PARAMETERS

BUILDING DATA

STRUCTURAL DATA

STRUCTURAL DESIGN: ORDINARY MOMENT FRAME WITH CLEAR SPAN TRUSS

FOUNDATION: (NOT PART OF THIS STOCKPILE)

SEISMIC SEPARATION: 4 1/2" MIN FROM OTHER EXISTING OR FUTURE BUILDINGS

MEASURED FROM ITS FARTHEST PROJECTION

THIS PC (OR BLDG) IS DESIGNED STRUCTURALLY TO SUPPORT THE WEIGHT OF A FIRE

SPRINKLER SYSTEM

RAMP, LANDING AND STAIR (NOT PART OF THIS BUILDING) A0.0N

TITLE SHEET

FLOOR LIVE LOAD: 100 PSF

ROOF LIVE LOAD: 20 PSF

GROUND SNOW LOAD MAXIMUM: 31 PSF FULLY EXPOSED, 28 PARTIALLY EXPOSED, 26 PSF

SHELTERED

ROOF SNOW LOAD: 20 PSF MAX (ASCE 7-16 SEC 7.4)

Ce=0.9 FULLY EXPOSED, 1.0 PARTIALLY EXPOSED, 1.1 SHELTERED I=1.0, Ct=1.0

FOR SNOW DRIFT, THE SITE APPLICATION DSA REVIEWER SHALL VERIFY THAT THE

STRUCTURE IS TO BE LOCATED AT LEAST 20 FT FROM ANY ADJACENT STRUCTURE UNLESS A

DRIFT ANALYS IS PROVIDED (NOT ACCEPTED AT AN OTC REVIEW)

FLOOD HAZARD AREA: NO

WIND DESIGN: (ASCE 7-16)

Kzt=1.0

WIND SPEED=110 MPH, RISK CATEGORY = II, EXPOSURE='C'

INTERNAL PRESSURE COEFFICIENT = ±0.18

COMPONENTS & CLADDING DESIGN BY PC ENGINEER OF RECORD

DESIGN ROOF DEAD LOAD: 15 PSF (BEAMS AND TRUSSES) INCLUDES 3.0 PSF

FOR ROOF MOUNTED SOLAR PANELS

DESIGN FLOOR DEAD LOAD:

PLYWOOD FLOOR - 8 PSF (+15 W/ PARTITIONS),

EARTHQUAKE DESIGN DATA:

1. I=1.0, RISK CATEGORY=II

2. Ss=2.38 (MAX MAPPED VALUE)

SI=1.389 (MAX MAPPED VALUE)

3. SITE CLASS=C AND D-DEFAULT

Fa=1.2 & Fv=1.4

4. SDS=1.6, SDI=1.574

SDS (BUILDING = 0.7 X SDS) = 1.6, SDS (COMPONENTS) = 2.29

5. SEISMIC DESIGN CATEGORY=E

6. LIGHT MODULAR STEEL MOMENT FRAME PER CBC SECTION 2212A

7. DESIGN BASE SHEAR=16113# (FOR 24' X 40' BUILDING), 22415# (FOR 36' X 40' BUILDING), AND 28716# (FOR 48' X 40' BUILDING)

8. CS=0.381

9. R=3.5

10. EQUIVALENT LATERAL FORCE PROCEDURE

11. NO VERTICAL OR HORIZONTAL IRREGULARITIES

12. GROUND MOTION HAZARD ANALYSIS IS NOT REQUIRED PER ASCE 7-16, 11.4.8

EXCEPTION #2. VALUE OF Cs HAS BEEN DETERMINED BY EQN. 12.8-2 FOR A VALUE OF T<1.5 Ts

13. RHO = 1.0

GEOHAZARD REPORTS: THE DESIGN ARCHITECT IN GENERAL RESPONSIBLE CHARGE MUST DETERMINE IF A GEOHAZARD REPORT IS REQUIRED PER DSA IR A-4. IF REQUIRED, THE AOR SHALL VERIFY THAT THE GEOHAZARD REPORT IDENTIFIES NO SITE RELATED GEOLOGIC HAZARDS WHICH WOULD PRECLUDE THE USE OF THE PROPOSED PC DESIGN AT THE SITE, INCLUDING BUT NOT LIMITED TO LIQUEFACTION

POTENTIAL, LANDSLIDE, FLOODING, EARTHQUAKE FAULT, ETC.

TYPE OF CONSTRUCTION: V-B

OCCUPANCY: E NO. OF STORIES: 1

ALLOWABLE AREA: 9,500 SF

MODULES: 12'x40'

2"x4" WOOD STUD

5'-0" CLEAR FLOOR SPACE FOR WHEELCHAIR

ACCESSIBLE MANEUVERING

WITH 12" MIN. ENCROACHMENT

48"x30" CLEAR FLOOR SPACE FOR

WHEELCHAIR ACCESS TO FIXTURE

INDICATES EXTERIOR ELEVATION #

INDICATES SHEET #

INDICATES INTERIOR ELEVATION ORIENTATION

INDICATES SHEET #

INDICATES DETAIL #

INDICATES WINDOW TYPE

INDICATES DOOR TYPE

2"x6" WOOD STUD

2"x8" WOOD STUD

1 HR RATED (DARK LINE THROUGH SYMBOL)

INDICATES DETAIL #

INDICATES SHEET #

* KEY NOTE SYMBOL

GRID LINE NUMBER OR LETTER

INDICATES ROOM NAME

INDICATES ROOM NUMBER

ALLOWABLE SOIL BEARING: WOOD FOUNDATION: SEE SHEET S0.0a CONCRETE FOUNDATION: SEE SHEET S0.0a

60"x60" CLEAR FLOOR SPACE FOR

WHEELCHAIR ENTRY ACCESS.

WHEELCHAIR ACCESSIBLE CLEAR FLOOR SPACE AT

ACCESSIBLE WATER CLOSET

60"x59" AT FLOOR MOUNTED WATER CLOSET 60"x56" AT WALL MOUNTED WATER CLOSET

BUILDING AREAS:

60'x40'=2400 SF

TOTAL SHEET COUNT: 64

STC 40 REQUIRED WHEN USED FOR INTERIOR

WALLS SEPARATING TENANTS OR PUBLIC

SPACES. SEE INTERIOR WALL SCHEDULE ON

SHEET A0.2

INDICATES CUT SECTION DETAIL#

INDICATES SHEET #

NOTES:

1. SITE CLASS A, B, C, AND D TO BE SUBSTANTIATED BY GEOTECHNICAL REPORT, SITE CLASS

D- DEFAULT TO BE USED IN ABSENCE OF GEOTECHNICAL REPORT.

2. UNLESS A SITE SPECIFIC GROUND MOTION HAZARD ANALYSIS IS PERFORMED, THE Sm, VALUE INCREASED BY 50% SHALL BE LESS THAN THE DESIGN CRITERIA STATED HEREIN.

BUILDING CODES AND STANDARDS

A DSA CERTIFIED PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER), AND APPROVED

BY THE THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-333 AND 4-342, PART 1, TITLE 24, CCR. CLASS R.B.I.P. FOR IN-PLANT INSPECTIONS.

SITE SPECIFIC:

COMPLY WITH CFC CHAPTERS 5 & 7, CBC CHAPTERS 3, 5, 7,11B & 14

NOTE: "THIS PC IS NOT APPROVED FOR CHAPTER 7A WILDLAND URBAN AREAS". THIS REVIEW IS PART OF THE SITE SPECIFIC PROJECT. THE APPROVAL OF THE PC DOES NOT INCLUDE THE SITE.

NOTES

OPERATIONS & MAINTENANCE

BUILDING MANUFACTURER SHALL LEAVE FOR THE BUILDING OWNER AT OCCUPANCY OPERATING

INFORMATION FOR ALL APPLICABLE MECHANICAL AND ELECTRICAL FEATURES, MATERIALS,

COMPONENTS AND DEVICES INSTALLED IN THE BUILDING RELATED TO EFFICIENT ENERGY USE. IN

ADDITION, THE BUILDING MANUFACTURER SHALL LEAVE MAINTENANCE INFORMATION FOR ALL

FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE

MAINTENANCE FOR EFFICIENT OPERATION OF MECHANICAL EQUIPMENT AND LIGHTING SYSTEM

CAL GREEN NOTES

FIRE LIFE SAFETY

ALLOWABLE USES: THIS PC (OR BLDG) IS NOT APPROVED FOR 'A' OCCUPANCY

AUTOMATIC FIRE SPRINKLER SYSTEM: NOT REQUIRED / REQUIRED

ENERGY MIN SET BACK FROM SLOPE

APPLICABLE STANDARDS

2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24, CCR

2022 CALIFORNIA BUILDING CODE (CBC) VOLUMES 1 & 2, PART 2, TITLE 24, CCR

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

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

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

2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24, CCR

2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, CCR

2022 CALIFORNIA EXISTING BUILDING STANDARDS CODE (CEBC), PART 10, TITLE 24

2022 CALIFORNIA GREEN BUILDING STANDARD CODE (CALGREEN), PART 11, TITLE 24 CCR

2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, CCR

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS

FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA

STANDARDS, REFER TO 2022 CBC CHAPTER 35 AND CFC CHAPTER 80.

SCOPE OF WORK

1. THE MANUFACTURER (OR PORTABLE/MODULAR PROVIDER) SHALL PROVIDE ALL LABOR AND

MATERIALS PER PLAN UNLESS STATED OTHERWISE IN WRITTEN EXECUTED CONTRACT

BETWEEN THE DISTRICT (OR OWNER). REFER TO THE GENERAL SPECIFICATIONS ON SHEET A0.1

2. CHANGES TO PLAN OR SCOPE OF WORK - NO ADDITIONAL WORK OR RE-WORK SHALL BE

COMMENCED BY THE MANUFACTURER UNLESS STATED OTHERWISE IN WRITTEN EXECUTED

CONTRACT BETWEEN THE DISTRICT (OR OWNER). HERE-SAY, TEXT MESSAGES, EMAILS

AND SOCIAL MEDIA ARE NOT CONSIDERED WORK AUTHORIZATION. REFER TO THE GENERAL

SPECIFICATION SHEET ON SHEET A0.1 FOR ADDITIONAL INFORMATION

3. THE DESIGN AND SCOPE OF WORK OF THE INCOMING SITE INSTRASTRUCTURE TO THE

PORTABLE/MODULAR BUILDING SUCH AS POWER, WASTE, WATER, COMMUNICATION, AND

FIRE ALARM ARE BY DISTRICT (OWNER). REFER TO THE GENERAL SPECIFICATION SHEET ON

SHEET A0.1 FOR ADDITIONAL INFORMATION REGARDING WORK NOT INCLUDED

4. UPGRADED CLASSROOM FINISHES INCLUDING BUT NOT LIMITED TO EXTERIOR PANELS,

INTERIOR TACKBOARD, CARPET, WINDOWS, AND DOOR.

THE CONCRETE BELOW GRADE FOUNDATION (AMM) OPTION IN THIS PC USES A

DSA-APPROVED ALTERNATE MEANS OF COMPLIANCE FOR FOUNDATION DURABILITY

REQUIREMENTS OF CBC SECTIONS 1402.2 AND 1403.2 FOR PROVIDING A

WEATHER-RESISTANT EXTERIOR WALL ENVELOPE AND CONTINUOUS WATER-RESISTANT

BARRIER ON WALLS DOWN TO THE FOUNDATION, AND CBC SECTION 2304.12.1.2 FOR

PROTECTION AGAINST DECAY AND TERMITES.

CONCRETE FOUNDATION

THIS BLDG WILL NOT BE PLACED IN ANY OF THE FOLLOWING LOCATIONS:

1. WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT

2. WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY,

EXPRESSWAY, RAILROAD OR INDUSTRIAL SOURCE GUIDE WAY

3. WHERE EXPOSED TO NOISE LEVEL OF 65 DB LEQ-1-HR DURING

ANY HOUR OF OPERATIONS

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

TITLE SHEETA0.0

A1.3

A2.0a

FLOOR PLAN 48'x40'

REFLECTED CEILING DETAILS

WALL FRAMING ELEVATIONS

S3.0 WALL FRAMING DETAILS - WOOD STUD

S3.2

A2.3 REFLECTED CEILING PLAN 48'x40'

ROOF DETAILS-TPO

A4.3 INTERIOR ELEVATIONS 48'x40'

A3.5 A3.6

ELECTRICAL DETAILSE0.0

ELECTRICAL PLAN 48'x40' (WALL MOUNTED HVAC)E3.0

MECHANICAL

MECHANICAL SCHEDULES AND NOTESM0.0

M1.3 MECHANICAL PLAN WALL MOUNT 48'x40'

SPECIFICATIONS AND NOTESA0.1

CONSTRUCTION MATERIALS AND SPECIFICATIONSA0.2

FINISH SCHEDULEA0.3

SIGNAGE SPECIFICATIONS AND DETAILSA0.4

A5.3 EXTERIOR ELEVATIONS 48'x40'-WOOD SIDING

ROOF PLAN MONO & DUAL SLOPE-TPO

FLOOR FRAMING PLAN - PLYWOOD

S2.0 S2.1 S2.2

FLOOR FRAMING DETAILS - PLYWOOD & CONCRETE

A8.0 ARCHITECTURAL DETAILS WOOD STUD OPTION

A8.1

ROOF FRAMING PLAN - PLYWOOD SHEATHING DIAPHRAGM

S1.0 S1.1

ROOF FRAMING DETAILS

ROOF TRUSS AND DETAILS

S0.0a STRUCTURAL NOTES AND SPECIFICATIONS

S0.1 STRUCTURAL BUILDING SECTIONS - PLYWOOD FLOOR

S0.3 TYPICAL STRUCTURAL DETAILS

ALLOWABLE BEAM AND HEADER PENETRATIONS4.0

A8.2 SHEET METAL AND FLASHING DETAILS

ELECTRICAL

M3.0

ARCHITECTURAL DETAILS

S0.0b STRUCTURAL NOTES AND SPECIFICATIONS

SKYLIT & SIDELIT DAYLIT ZONE FLOOR PLANS 60'-120'x40'E4.1DL

M3.1

CAL GREEN REQUIREMENTSA0.6

MECHANICAL DETAILSM0.1

A2.0b REFLECTED CEILING DSA NOTES

CAL GREEN MANDATORY MEASURESA0.9

A13.0 ARCHITECTURAL BUILDING SECTIONS - MONO SLOPE

CONSTRUCTION WASTE MANAGEMENT FORMSA0.10

PC TITLE 24 REPORT WORST CASE SCENARIO (PERFORMANCE RUN)

PC TITLE 24 REPORT WORST CASE SCENARIO (PERFORMANCE RUN)

E7.0

E7.1

PC TITLE 24 REPORT WORST CASE SCENARIO CEC FORMS

PC TITLE 24 REPORT WORST CASE SCENARIO CEC FORMS

A4.3N INTERIOR ELEVATIONS

A5.3N EXTERIOR ELEVATIONS

A1.3N FLOOR PLAN

A2.3N REFLECTED CEILING PLAN

FINISH SCHEDULEA0.3N

TITLE SHEETA0.0N

ELECTRICAL PLANE3.0N

M1.3N MECHANICAL PLAN

M3.0N

M3.1N

TITLE 24 REPORT

TITLE 24 REPORT

NOTE: "N" DESIGNATE PROJECT SPECIFIC SHEET

A8.0N ARCHITECTURAL DETAILS WOOD STUD OPTION

(NOT PART OF THIS STOCKPILE)

FOUNDATION (NOT PART OF THIS STOCKPILE)

RELOCATING THIS STOCKPILE TO A SPECIFIC SITE WILL

REQUIRE FOUNDATION PLANS AND DETAILS TO BE

REVIEWED AND APPROVED UNDER A SEPARATE DSA

APPLICATION. FOUNDATION SHALL BE PER CURRENT

CODE EDITION EITHER PC OR SITE SPECIFIC. PCs

#04-122454 OR #04-122167 MAYBE UTILIZED

2022 CBC

MANUFACTURED RELOCATABLE & MODULAR CLASSROOM BUILDINGS

RISK CATEGORY II

(1) 60'X40' STOCKPILE BUILDING BASED OF PC 04-122454

SERIAL NUMBERS: 25-182-A/B/C/D/E/F

1. THIS BLDG IS APPROVED FOR THE 2022 CALIFORNIA ENERGY CODE IN ALL CALIFORNIA

CLIMATE ZONE #08 USING EXTERIOR WOOD STUD FRAMING FOR WALL MOUNT SINGLE

ZONE PACKAGED UNIT

2. THIS BLDG IS NOT APPROVED FOR THE 2022 CALIFORNIA ENERGY CODE IN CLIMATE

1-16 USING METAL STUD FRAMING

3. ACCEPTANCE TEST SHALL BE COMPLETED ON NEWLY INSTALLED OR REPLACEMENT OF

LIGHTING CONTROLS, MECHANICAL SYSTEMS, FENESTRATION, AND PROCESS

EQUIPMENT BEFORE PROJECT COMPLETION PER THE CALIFORNIA ENERGY CODE

SECTION 10-103. ACCEPTANCE TEST MUST BE PERFORMED BY A CERTIFIED

ACCEPTANCE TEST TECHNICIAN (ATT). THE ACCEPTANCE TESTING PROCEDURES MUST

BE REPEATED, AND DEFICIENCIES CORRECTED UNTIL THE INSTALLATION OF THE

SPECIFIED SYSTEMS CONFORMS AND PASS THE REQUIRED ACCEPTANCE CRITERIA.

COMPLETED NRCA FORMS SHALL BE SUBMITTED TO THE PROJECT INSPECTOR AND

DISTRICT

DESIGN BASED ON SITE CLASS D DEFAULT

NO GEOTECHNICAL INVESTIGATION REQUIRED

Ss = ___________ Fa = 1.2

SE

LE

C T

O N

E

DESIGN BASED ON SITE CLASS DETERMINED PER CHAPTER 20 OF ASCE 7-16

NO GEOTECHNICAL INVESTIGATION REQUIRED

SITE CLASS: C D E

Ss = ___________ Fa = ___________ PER ASCE 7-16 SUPPL 3 TABLE 11.4-1

DESIGN BASED ON SITE CLASS GROUND MOTION HAZARD ANALYSIS PER

CHAPTER 21 OF ASCE 7-16

SHORT-PERIOD DESIGN SPECTRAL RESPONSE PARAMETER, SDS, SHALL BE

AS SPECIFIED IN GEOTECHNICAL INVESTIGATION

CGS APPROVAL REQUIRED

NOT ELIGIBLE FOR OTC REVIEW

SITE CLASS: C D E

Ss = ___________ Fa = ___________

SDS = 2/3 Fa Ss= __________ < 1.904

Cs = 0.381 USED IN DESIGN

SEISMIC DESIGN CATEGORY: D E

ASCE 7-16 12.8.1.3 HAS NOT BEEN USED IN CALCULATION OF Sds

SEISMIC DESIGN FOR SITE SPECIFIC PROJECTS

(NOT PART OF THIS STOCKPILE)

SAMPLE DSA 103 FORM WOOD FOUNDATION OR BUILDING STOCKPILE PROJECTA0.8a

(WHEN APPLICABLE) AUTOMATIC FIRE SPRINKLER SYSTEMS ARE PERMITTED TO BE

HYDRAULICALLY CALCULATED, PER NFPA 13, TO MEET THE WATER SUPPLY AVAILABLE AT

EACH SITE. PLANS FOR SUCH SYSTEMS MAY BE SUBMITTED AS A PLAN REVIEW SUBMITTAL,

AND MAY NOT BE REVIEWED UTILIZING THE "OVER THE COUNTER" PROCESS. A COMPLETE

AUTOMATIC FIRE SPRINKLER SYSTEM SUBMITTAL PACKAGE MUST BE PROVIDED AT THE TIME

OF THE PLAN REVIEW SUBMITTAL.

THE ARCHITECT OF RECORD (DESIGNER) OR THE DIVISION OF THE STATE ARCHITECT WILL

DETERMINE THE USE OF A FIRE SUPPRESSION SYSTEM UNLESS REQUIRED OTHERWISE BY

THE TYPE OF CONSTRUCTION LISTED ON THE BUILDING DATA.

ALL GROUP 'E' OCCUPANCY BUILDING GREATER THAN 12,000 SF SHALL BE FIRE SPRINKLED

PER CBC SECTION 903.2.3(1)

EXTERIOR PROJECTIONS ARE TO BE FIRE PROTECTED UNLESS PROJECTIONS COMPLY WITH

CBC SECTION 705.2

MIN SETBACK FROM ASSUMED LOT LINE = 10'-0". LESS THAN 10'-0" SEE CBC TABLE

705.5

EXTERIOR WALL OPENINGS TO COMPLY WITH CBC TABLE 705.8

IN ROOMS OR AREAS WITH SPECIAL HAZARDS SUCH AS LABORATORIES, VOCATIONAL SHOPS

AND OTHER SUCH AREAS WHERE HAZARDOUS MATERIALS IN EXEMPT AMOUNTS ARE USED

OR STORED SHALL BE FIRE SPRINKLED PER CBC SECTION 903.2.3(4)

PERMANENT PORTABLE BUILDINGS: A PORTABLE BUILDING THAT IS USED TO SERVE OR

HOUSE STUDENTS AND IS CERTIFIED, AS A PERMANENT PORTABLE BUILDING ON A NEW

PUBLIC SCHOOL CAMPUS BY THE PUBLIC SCHOOL ADMINISTRATION SHALL COMPLY WITH

THE REQUIREMENTS OF CBC SECTION 903.2.3

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

NEXTMOD

EXPANDABLE FLOOR PLANS 60'x40'-120'x40'A0.5

A20.0 DETERIORATION PROTECTION FOR BELOW GRADE CONDITION (WOOD SIDING)

CAL GREEN MANDATORY MEASURESA0.9a CAL GREEN MANDATORY MEASURESA0.9b CAL GREEN MANDATORY MEASURESA0.9c

E7.0N

E7.1N

TITLE 24 REPORT CEC FORMS

TITLE 24 REPORT CEC FORMS

SKYLIT & SIDELIT DAYLIT ZONE FLOOR PLANS 60'-120'x40'E4.1DLN

PLUMBING

PLUMBING SCHEDULE AND DETAILSP0.0

PLUMBING PLAN P1.0

CCD-001_01-08-26

04-124946_CCD-001

1/

/2

9:

:0

AM

ORION STRUCTURAL ENGINEERING, INC.

11305 RANCHO BERNARDO ROAD, SUITE 121

SAN DIEGO, CA 92127

(858) 679-1974

EXP 12/31/26

DATE

SIGNED:

03/05/26

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

✔ FLS ACS✔ ✔

04/16/2026

1. ELECTRICAL PANEL (SEE #10/A8.1 AND ELECTRICAL SHEETS)

2. HEAT PUMP UNIT (SEE MECHANICAL SHEETS)

3. OFOI WALL MOUNTED PROJECTION SCREEN. WEIGHT MAX 30 LBS. SECURE WITH MIN

#8 X 2" WS AT EACH HOLE. SEE DETAIL #5/A4.3N. INSTALLED OVER MARKER BOARDS.

REFER TO A4.3N FOR BLOCKING HEIGHT.

4. FIRE EXTINGUISHER-5 LB DRY CHEMICAL W/ 2-A:10-B:C UL RATING IN SIDE FULLY

RECESSED CABINET, +48" AFF TO TOP OF HANDLE, 4" MAX PROJECTION. MODEL #

526-EL BY ELITE ARCHITECTURAL SERIES. SEE #4A/A4.1 FOR BLOCK-OUT

5. PRIMARY ENTRANCES SHALL REQUIRE A MIN 48" OVERHANG PER CALGREEN

SECTION 5.407.2.2.1

6. CASE WORK (REFER TO INTERIOR ELEVATIONS A4.3N)

7. ACCESSIBLE SINK COUNTER. REFER TO INTERIOR ELEVATIONS A4.3N. (SEE SHEET

A12.0)

8. ACCESSIBLE DROP-IN SINK AND DECK MOUNTED EYEWASH. (REFER TO PLUMBING

SHEETS)

9. OFOI STUDENT DESK. NEXTMOD TO PROVIDE DEDICATED ELECTRICAL OUTLET.

NEXTMOD TO PROVIDE 3/4" SCHEDULE 40 BLACK PIPE STUB OUT WITH SHUT OFF

VALVE AND 1-1/2" MAIN LINE FOR COMPRESSED AIR. (REFER TO ELECTRICAL SHEET

E3.0N AND PLUMBING SHEET P3.0N)

10. OFOI VENDING MACHINE. NEXTMOD TO PROVIDE DEDICATED ELECTRICAL OUTLET

AND DATA. REFER TO ELECTRICAL SHEET E3.0N

11. OFOI TEACHERS DESK. NEXTMOD TO PROVIDE DEDICATED ELECTRICAL OUTLET AND

DATA. NEXTMOD TO PROVIDE 3/4" SCHEDULE 40 BLACK PIPE STUB OUT WITH SHUT

OFF VALVE AND 1-1/2" MAIN LINE FOR COMPRESSED AIR.

12. ECOSMART 6-GALLON ELECTIC MINI- TANK WATER HEATER (REFER TO ELECTRICAL

SHEET E3.0N AND PLUMBING SHEET P1.0)

13. 4'X8' MARKER BOARDS +30" AFF

14. MIN 3'-0" WORK SURFACE. REFER TO INTERIOR ELEVATIONS

KEY NOTES

100 A

A4.3N A

A A5.3N

B A5.3N

D A5.3N

C A5.3N

A

1. SIGNAGE REQUIRED PER APPLICABLE CODES LISTED ON COVER SHEET

PROVIDED AND INSTALLED BY DISTRICT ON SITE, SEE ACCESS SHEET

2. WHEN USING A RAMP OPTION AS SHOWN NEXT TO AN ADJACENT WINDOW, IT MUST

COMPLY WITH THE ILLUSTRATION ON 20/A8.0. THE FOLLOWING TWO OPTIONS CAN BE

CONSIDERED:

OPTION #1: USE A RAMP CONFIGURATION THAT IS AWAY FROM THE

BUILDING

OPTION #2: THE WINDOW SILL HEIGHT NEEDS TO BE ELEVATED OR LOCATED IN A

MANNER TO ACCOMMODATE THE CODE COMPLIANCE ILLUSTRATION

MENTIONED ON 20/A8.0. EXAMPLE USE AN 8X3 WINDOW AND SMALLER IN LIEU OF

8X4 WINDOW OR REMOVE THE WINDOW TRIM/MOULDING

3. WHEN RAMPS AND LANDINGS ARE USED, DOWNSPOUT DRAINAGE MUST DIVERT

AWAY FROM CLEAR LANDING SPACE OR RAMP

4. ASSISTIVE LISTENING SYSTEM REQUIRED. SUPPLIED AND INSTALLED BY DISTRICT.

NOT PART OF THIS PC. A1.3N

FLOOR PLAN

REAR

RIGHT

LEFT

FLOOR PLAN

SCALE: 1/4" = 1'-0"

GENERAL NOTES

A. = ID SIGN - #1G/A0.4

B. = EXIT TACTILE SIGN - #1C/A0.4

C. = ID SIGN WITH ISA IDENTIFICATION - #1H,G/A0.4

D. = EXIT RAMP DOWN SIGN - #1E/A0.4

E. = NOT USED

F. = NOT USED

G. = OCCUPANT LOAD SIGN - #3/A0.4

H. = ASSITIVE LISTENING SYSTEM SIGNAGE - #4/A0.4

SIGNAGE LEGEND

A

WALL NOTE:

SEE SHEET A0.0 FOR WALL LEGEND

BUILDING SQUARE FOOTAGE: 2,400 SQ FT

OCCUPANT NET PER TABLE 1004.1.1: 20

MAXIMUM OCCUPANTS: 120

OCCUPANT LOAD FORMULA

S/N 25-182-A

S/N 25-182-B

B A13.0

A A13.0

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

CLASSROOM

1 2 6

B

A C

B

4'-0"

4' -0

H

6'-0"

'-0

12'-0" 12'-0"

60'-0"

6'-0" 2'-10"

3 4 5

6'-0"

12'-0"12'-0" 12'-0"

C

B

4'-0"

4' -0

H

2'-10" 6'-0" 6'-0"

G

VENDING VENDING

1'-0" 10'-0"

2' -0

2'-0" 3'-0" 2'-0"

WH

36" MIN

CLR

1'-0"

S/N 25-182-C

S/N 25-182-D

S/N 25-182-E

A

100A A

FRONT

FLUSH TRANSITION

(TYP)

(TYP OF 2)

(TYP OF 4)

CCD-001_01-08-26

04-124946_CCD-001

7,8,9 A8.1

ORION STRUCTURAL ENGINEERING, INC.

11305 RANCHO BERNARDO ROAD, SUITE 121

SAN DIEGO, CA 92127

(858) 679-1974

EXP 12/31/26

DATE

SIGNED:

03/05/26

MIN 36" WIDE ACCESSIBLE WORK SURFACE. REFER TO INTERIOR ELEVATIONS

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

1. TYPICAL INTERIOR FINISH

2. FULL SHEET CLOSURE AT MODULAR JOINT STANDARD.

3. TACTILE EXIT SIGNAGE (SEE SIGNAGE SHEET)

4. FIRE ALARM PULL STATION (SEE ELECTRICAL PLAN)

5. OCCUPANCY SENSOR OR LIGHT SWITCH (SEE ELECTRICAL PLAN)

6. TOP SET BASE TYPICAL (SEE FINISH SCHEDULE)

7. RETURN AIR GRILL

8. ELECTRICAL PANEL +48" TO HANDLE

9. SPEAKER/STROBE (SEE ELECTRICAL PLAN)

10. THERMOSTAT (SEE MECHANICAL PLAN)

11. MODULAR JOINT

12. 4'-0" x 8'-0" MARKER BOARD, ERASER RAIL PROJECT 4" MAX

13. FIRE EXTINGUISHER IN FULLY-RECESSED CABINET #4A

14. 12" DIA ELECTRIC CLOCK (SEE ELECTRICAL PLAN)

15. WALL SYSTEM (SEE WALL FRAMING ELEVATION SHEET)

16. INTERIOR FINISH SEAM

17. CO2 DETECTOR

18. STAINLESS STEEL DROP-IN SINK (SEE PLUMBING SHEETS)

19. BASE CABINETS

20. EYEWASH (SEE PLUMBING SHEETS)

21. WATER HEATER IN BASE CABINET (SEE PLUMBING SHEETS) WALL RECEPT PROVIDE IN

CABINET (REFER TO ELECTRICAL PLANS)

22. 3'-0" WORK SURFACE

ELEVATION 1

ELEVATION 2

ELEVATION 3

ELEVATION 4

9 13

A4.3N

INTERIOR ELEVATIONS

KEY NOTES

TYP

TYP

TYP

TYP

TYP

TYP

A

INTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"

A0.3

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

7 8

4'-0"

TYP

4'-0"

TYP

4'-0"

TYP

CENTER

OF WALL

TYP

CENTER

OF WALL

4'-0"

TYP

TYP TYP TYP

TYP TYP

TYP

TYP TYP TYP

TYP

4'-0"

TYP

4'-0"

TYP

CENTER

OF WALL

4'-0"

TYP

4'-0"

TYP

CENTER

OF WALL

7'-0"

2' -9

/4

4"

3'-0"2'-0" 2'-0"

OPEN

7"2' -6

BLOCKING

HEIGHT SEE

DETAIL1,7/A8.1 15

2SINK ACCESSIBILITY DIAGRAM AND CHART

SCALE: N.T.S.

"B"

"C"

(KNEE

CLEARANCE)

9" M

IN

6"

MAX

DIM. "A"

"D"

(TOE CLEARANCE)

"A"

(OBSTRUCTED

HIGH FORWARD

REACH DEPTH)

NOTE:

1. SEE SINK DIAGRAM DIAGRAM AND CHART FOR CLEARANCE DIMENSIONS.

2. THE CLASS ROOM SINK ON DETAIL 15, & 20 SHOW A CENTER REAR DRAIN. DETAIL

MAY CHANGE DEPENDING ON THE SINK, DRAIN LOCATION, AND FAUCET TYPE.

24" 25"

DIM. "B"

15" 16"

DIM. "C"

18" 19"

DIM. "D"

24" 25"

CENTER LINE

OF CONTROLS

15ACCESSIBLE SINK COUNTER AGES 13 & UP

SCALE: 3/4" = 1'-0"

NOTES:

1. MODIFY BASE AS SHOWN FOR WHEELCHAIR ACCESS

2. 30" CLR. NO CABINET DOORS PERMITTED

3. SEE ARCH DETAIL SHEET FOR BLOCKING INFO

4. PIPES UNDER SINK MUST BE INSULATED PER PLUMBING NOTE #2 ON SHEET P0.0

5. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW COUNTER.

6. THIS SINK DIAGRAM IS FOR A CLASS ROOM SINK WITH CENTER REAR DRAIN.

DETAIL MAY CHANGE DEPENDING ON THE SINK DRAIN LOCATION AND FAUCET.

OPT

GARBAGE

DISPOSAL

" M

AX

AT

S

IN

K R

IM

W

H

ER

E

AP

PL

IE

S

" M

IN

KN

EE

C

LE

AR

AN

C

E "B"

"C"

9" M

IN

19"-24" MAX AT

SINK COUNTER

AREA NOT HATCHED TO

BE ACCESSIBLE AND CLR

BUBBLER

6"

MAX

5"

MAX

" M

AX

℄ OF

CONTROLS

12" APPROX "A"

NOTE:

SEE DETAIL #2 FOR KNEE

AND TOE CLEARANCE

30" MIN CLR

FLOORING

SHALL BE

UNDER SINK

COUNTER

SINK OPENING

(WHERE OCCURS)

WH

3'-0"

OPEN

ATTACHMENT HEIGHT FOR

OFOI PROJECTION SCREEN.

SEE DETAIL14/A8.1

6' -8

BLOCKING AT PRJECTOR

SCALE: 1 1/2" = 1'-0"

WALL FRAMING

PER PLAN

OFOI PROJECTOR. USE MIN

#8 X 2" WS AT EACH HOLE

WALL FINISH

PER SCHEDULE

NOTES:

1. MODIFY BASE AS SHOWN FOR WHEELCHAIR ACCESS

2. 36" CLR. NO CABINET DOORS PERMITTED

3. SEE ARCH DETAIL SHEET FOR BLOCKING INFO

4. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW COUNTER.

5. THIS DIAGRAM IS FOR A CLASS ROOM WORK SURFACE.

" M

AX

TO

C O

U N

TE

R

" M

IN

KN

EE

C

LE

AR

AN

C

E

19"-24" MAX AT

SINK COUNTER

AREA TO BE

ACCESSIBLE AND CLR

36" MIN CLR

FLOORING

SHALL BE

UNDER SINK

COUNTER

2'-0"

19" MIN

16ACCESSIBLE WORK SURFACE COUNTER AGES 13 & UP

SCALE: 3/4" = 1'-0"

SECTION AT MARKER BOARD

SCALE: 3" = 1'-0" 1

AT WOOD STUD:

#10 MIN FLAT HEAD

WOOD SCREW PER

WALL STUD

SPACING TYP T&B

4" MAX1 1/2" MIN

EMBEDMENT

4AFULLY-RECESSED FIRE EXTINGUISHER CABINET

SCALE: 1-1/2" = 1'-0"

NOTE: EQUIPMENT

CAVITY DETAIL IS

SIM AT INTERIOR

CONDITION

WOOD STUDS

INTERIOR FINISH

PER SCHEDULE

NOTE:

FOR 1 HR RATED

CONDITION SEE 9/A9.0EXTERIOR FINISH

PER SCHEDULE

FULLY-RECESSED

FIRE EXTINGUISHER

CABINET

MIN #10 X 1-1/2"

WS AT EACH HOLE

LOCATION ON MANUF

EQUIPMENT

BLOCKING

WOOD STUDS

FRAMING

4" MAX

TYP

5" R.O.

-1

/4 "H

X

-1 /4

"W R.

O

" M

AX

2' -7

" M

AX

ROUGH OPENING:

ELITE ARCHITECTURAL SERIES #526-EL

8 1/4" (w) x 17 1/4" (h), 49 5/8" TOP OF OPENING

CCD-001_01-08-26

04-124946_CCD-001

ORION STRUCTURAL ENGINEERING, INC.

11305 RANCHO BERNARDO ROAD, SUITE 121

SAN DIEGO, CA 92127

(858) 679-1974

EXP 12/31/26

DATE

SIGNED:

03/05/26

NOTES:

1. MODIFY BASE AS SHOWN FOR WHEELCHAIR ACCESS

2. 30" CLR. NO CABINET DOORS PERMITTED

3. SEE ARCH DETAIL SHEET FOR BLOCKING INFO

4. PIPES UNDER SINK MUST BE INSULATED PER PLUMBING NOTE #2 ON SHEET P0.0

5. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW COUNTER.

6. THIS SINK DIAGRAM IS FOR A CLASS ROOM SINK WITH CENTER REAR DRAIN.

DETAIL MAY CHANGE DEPENDING ON THE SINK DRAIN LOCATION AND FAUCET.

OPT

GARBAGE

DISPOSAL

M

A X

A T

S

I N

K

R

I M

W H

E R

E

A

P P

L I E

S

M

I N

K N

E

C

L E

A R

A N

C E

"B"

"C"

M I N

19"-24" MAX AT

SINK COUNTER

AREA HATCHED TO BE

ACCESSIBLE AND CLR

BUBBLER

6"

MAX

5"

MAX

M

A X

℄ OF

CONTROLS

12" APPROX

"A"

NOTE:

SEE DETAIL #2 FOR KNEE

AND TOE CLEARANCE

M

N

R

FLOORING

SHALL BE

UNDER SINK

COUNTER

SINK OPENING

(WHERE OCCURS)

"B"

"C"

(KNEE

CLEARANCE)

M I N

6"

MAX

"D"

(TOE CLEARANCE)

"A"

(OBSTRUCTED

HIGH FORWARD

REACH DEPTH)

CENTER LINE

OF CONTROLS

NOTES:

1. MODIFY BASE AS SHOWN FOR WHEELCHAIR ACCESS

2. 36" CLR. NO CABINET DOORS PERMITTED

3. SEE ARCH DETAIL SHEET FOR BLOCKING INFO

4. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW COUNTER.

5. THIS DIAGRAM IS FOR A CLASS ROOM WORK SURFACE.

M

A X

T O

O U

N T

E R

M

I N

K N

E

A R

A N

C E

19"-24" MAX AT

SINK COUNTER

AREA HATCHED TO BE

ACCESSIBLE AND CLR

N

R

FLOORING

SHALL BE

UNDER SINK

COUNTER

2'-0"

19" MIN

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

A8.1

ARCHITECTURAL

DETAILS

STL FLANGE FOR TUBING AT

TOP & BTM ARE MOUNTED TO

2x6 BLKG OR STUDS W/ MIN (2)

#10 WS W/ 1 1/2" MIN

EMBEDMENT INTO BLKG OR

STUD TYP FOR EA FLANGE

1 1/2"Ø BENT STL

TUBING GUARDRAIL

BY DISTRICT

4B

BARRIER BLOCKING

CASEWORK AND TV BLOCKING-WOOD

ALTERNATE AT STEEL STUD:

STL FLANGE FOR TUBING AT

TOP & BTM ARE MOUNTED TO 16

GAUGE X 7 1/2" WIDE BLKG OR

STUDS W/ MIN (2) #12 STS TYP

FOR EA FLANGE

STL FLANGE FOR TUBING W/

(2) 1/4"Ø X 2 1/4" HILTI KWIK

BOLT TZ EXPANSION

ANCHORS, 1" MIN EMBED,

PER ICC REPORT # ESR-1917

(BY DISTRICT)

BACK

BOTTOM

BASE

STUD

CASEWORK TO WALL BEHIND TOE KICK

FRONT

BOTTOM

TOE KICK

#10 X 1 1/2" FLAT

HEAD WOOD

SCREW

AT 16" OC MAX

1" MELAMINE

OR PLASTIC

2 X 4 PLATE (TREATED AT

CONCRETE FLOORS)

CASEWORK ATTACHMENT AT TOE KICK

4x OR DOUBLE 2x HF #2 BLKG

SEE DETAIL #1

BACKSPLASH TO BASE COUNTERTOP

WHERE OCCURS W/ #8 FHWS

TYPICAL CASEWORK

1x WOOD CLEAT WOOD SHIM AS REQ W/ 6d FN

WALL COVERING

WALL FRAMING

(BASE CASEWORK SHOWN, WALL AND TALL CASEWORK SIMILAR)

ATTACHMENT: #14 FHWS WITH MIN 2"

PENETRATION INTO WOOD BLKG OR STUD.

AT METAL BLKG OR STUD USE #14x3" SDS

BASE CASEWORK/CABINET:

FHWS SPACING AT MAX 32" OC

WALL CASEWORK/CABINET: FHWS

SPACING AT MAX 16" OC TO TOP

AND BOTTOM

(SIMILAR FOR TALL CABINETS)

CASEWORK TO WALL AT COUNTERTOP

BARRIER FLOOR

ATTACHMENT TO CONCRETE

AT WOOD STUD:

#10 X 3" FLAT HEAD

WOOD SCREW PER

WALL STUD SPACING

AT WOOD FLOOR:

#10 X 3" WOOD

SCREW AT 16" OC

MAX

GUARDRAIL TUBING

(BY DISTRICT)

CONCRETE WALK BY

OTHER'S

BACK

BOTTOM

UPPPER CASEWORK TO WALL

AT WOOD STUD:

#14x3" FLAT HEAD WOOD

SCREW PER WALL STUD

SPACING WITH

2" MIN PENETRATION

4x OR DOUBLE 2x HF

#2 BLKG SEE DETAIL

#1

WALL COVERINGWALL FRAMING

ALTERNATE

ATTACHMENT

TO STEEL STUD,

SEE DETAIL #5

6" M

IN

1/8"

TUBE STEEL ATTACHMENT

1/8"

STEEL TUBE

TYP

3/32 .5" @ 24"

TOP

AND

BTM

26 GA MIN

SHEET METAL

ATTIC DRAFTSTOP DETAIL

NOTES:

1. PROVIDE OPENING FOR

CROSS-OVERS AS REQUIRED

FOR MODULE CONNECTION.

CAULK OPENINGS AND JOINTS

AS REQUIRED

2. DRAFTSTOPS REQUIRED IF

BLDG AREA IS GREATER

THAN 3000 SF.

ML

SEE STRUCTURAL

CEILING FINISH

ML

CEILING FINISH

SEE STRUCTURAL

26 GA MIN SHEET

METAL SECURED WITH

#10 STSMS AT 24" OC

ATTIC DRAFTSTOP DETAIL

BLOCKING:

3-1/2" MIN. DEPTH INTERIOR

WALLS.

5 1/2" MIN DEPTH EXTERIOR

WALLS. SHALL BE 4x OR DOUBLE 2x HF #2 BETWEEN

STUDS WITH 'SIMPSON' A34

ANCHORS TOP & BTM AT

EACH END OF BLOCK TO

STUD ATTACH CABINET W/

#14 SCREWS W/ 2" MIN

PENETRATION INTO STUD OR

BLOCKING @ 16" OC

NOTE:

ALTERNATE ATTACHMENT

SHALL BE DIRECTLY TO

WOOD STUDS PER STUD

SPACING

TV BRACKET

BLOCKING

4x12 MIN

TYPICAL CASEWORK

BLOCKING

*V

ER

IF

Y

*HEIGHTS SHALL MEET ADA

REQUIREMENTS

*V

ER

IF

Y

WOOD STUDS

4x POST EA

SIDE OF

BLOCKING

(HATCHED)

- SIM

E

NOTE: TV

BLOCKING MAX

WT: 100#

PIPE SUPPORT AT TPO ROOF

SCALE: 6" = 1'-0"

NOTES:

1. DO NOT INSTALL WOOD SLEEPER OVER

BATTEN STRIPS, FASTENER HEADS, METAL

PLATES OR FIELD SEAMS

4x MIN PRESSURE

TREATED WOOD SLEEPER

SPACED SO THAT

LOAD DOES NOT EXCEED

16 PSI (SEE NOTES) L-1 1/2" X 1 1/2" X 2" X

18 GA MIN GALV ANGLE

SECURED TO ROOF WITH

MIN #10 X 1-1/2" EXT GRADE

WS (WHERE STEEL MEMBER

OCCURS, USE MIN #10 SDS).

INSTALL TO WOOD SLEEPER

WITH MIN #10 X 1-1/2" EXT

GRADE WS. STAGGERED

OPPOSITE SIDE

TPO ROOF

SYSTEM PER

PLAN

2-HOLE PIPE

STRAP

PIPE (MECH OR ELECT)

CAULK SCREWS

AS NEEDED TYP

" M

IN

48" MAX

30" MIN PASS EDGE OF EQUIPMENT

3"

HSS-2" X 2" X 1/8" SQ TUBE TYP

WIRE MESH

MECHANICAL EQUIPMENT SCREEN

NOTE: REFER TO

CBC SECTION 1015.6

TYP

TYP

SIM TYP

- ALT

SECTION AT TUBE STEEL

SCALE: 3"=1'-0"

ROOF JOIST

BLKG

ROOF JOIST

BLKG

ROOF JOIST

6"X6"X1/4 (MIN THICK)

STEEL PLATE1/

2" 1/

2"

1/2"1/2"

3/8" BOLT TYP

(4) LOCATIONS

1/8" 2"

IN LIEU OF

BOLTING

1/8" 2"

IN LIEU OF

BOLTING

NOTE: CAULK

AROUND BOLT AS

NECCESARY

COMP

PEN

ALT POST TO PLATE

SCALE: 3"=1'-0"

6" M

IN

O

VE

R

LA

P

" M

IN

3"

HSS-2" X 2" X 1/8"

HSS-1-3/4" X 1-3/4" X 11 GA3/8" BOLT

COMP

PEN

1" M

AX

1/8"

TYP AT

EA LEG

CAP AT TUBES WITH 1/8" PLATE AND WELD

ALL AROUND TYP

STEEL

HEADER/

BEAM

EXT WALL INSULATION

PER EXT WALL SCH

ON SHEET A0.2

SAME R-VALUE

INSULATION AS EXT

WALL

ROOF

PURLIN

ROOF INSULATION

PER ROOF FRAMING

SCH ON SHEET A0.2

R-1 DENSDECK (1/4")

PLYWOOD ROOF

R-3 RIGID INSULATION

DURATEMP

SIDING

SINGLE-PLY ROOFING

FINISH WALL OVER

GYPSUM BOARD

22THERMAL ENVELOPE (DURTEMP SIDING)

SCALE: 1-1/2" = 1'-0"

WOOD STUD

INTERIOR FINISH

PER SCHEDULE

NOTE:

FOR 1 HR RATED

CONDITION SEE 9/A9.0

NOTE: EQUIPMENT

CAVITY DETAIL IS

SIM AT INTERIOR

CONDITION

EXTERIOR FINISH

PER SCHEDULE

MIN #10 X 1-1/2"

WS AT EACH HOLE

LOCATION ON MANUF

EQUIPMENT

BLOCKING

WOOD STUDS

FRAMING

SEMI-RECESSED

ELECTRICAL PANEL

ROUGH OPENING:

100 AMP, 12 SPACES SQUARE D - 14" 1/2 (w) x 15 3/16" (h), 52 5/8" TOP OF OPENING

100 AMP, 12 SPACES, EATON - 14" 1/2" (w) x 23 1/4" (h), 58 5/8" TOP OF OPENING

DIFFUSER ATTACHMENT

SCALE: NTS

HANGER WIRE

DIFFUSER

CEILING TILE

MAIN RUNNER OR

CROSS TEE

ANCHOR CLIP. PROVIDED BY

MFG. SEE MFG INSTALLATION

INSTRUCTIONS

(TYP 4 CORNERS)

EYE SCREW. PROVIDED

BY MFG

SEMI-RECESSED ELECT PANEL BLOCK-OUT

SCALE: 1-1/2" = 1'-0"

SEMI-RECESSED FIRE EXTINGUISHER CABINET

SCALE: 1-1/2" = 1'-0"

INSULATION AT FLOOR (PLYWOOD)

SCALE: 1 1/2" = 1'-0"

WOOD STUDS

INTERIOR FINISH

PER SCHEDULE

NOTE:

FOR 1 HR RATED

CONDITION SEE 9/A9.0

NOTE: EQUIPMENT

CAVITY DETAIL IS

SIM AT INTERIOR

CONDITION

EXTERIOR FINISH

PER SCHEDULE

SEMI-RECESSED

FIRE EXTINGUISHER

CABINETMIN #10 X 1-1/2"

WS AT EACH HOLE

LOCATION ON MANUF

EQUIPMENT

BLOCKING

" M

AX

WOOD STUDS

FRAMING

4" MAX

TYP

WOOD STUDS

INTERIOR FINISH

PER SCHEDULE

NOTE:

FOR 1 HR RATED

CONDITION SEE 9/A9.0EXTERIOR FINISH

PER SCHEDULE

FULLY-RECESSED

FIRE EXTINGUISHER

CABINET

MIN #10 X 1-1/2"

WS AT EACH HOLE

LOCATION ON MANUF

EQUIPMENT

BLOCKING

WOOD STUDS

FRAMING

4" MAX

TYP

5" R.O.

-1

/4 "H

X

-1 /4

"W R.

O

" M

AX

2' -7

" M

AX

ROUGH OPENING:

ELITE ARCHITECTURAL SERIES #526-EL

8 1/4" (w) x 17 1/4" (h), 49 5/8" TOP OF OPENING

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

26" MIN

THERMAL ENVELOPE (STUCCO SIDING)

SCALE: 1-1/2" = 1'-0"

STEEL

HEADER/

BEAM

EXT WALL INSULATION

PER EXT WALL SCH

ON SHEET A0.2

SAME R-VALUE

INSULATION AS EXT

WALL

ROOF

PURLIN

ROOF INSULATION

PER ROOF FRAMING

SCH ON SHEET A0.2

R-1 DENSDECK (1/4")

PLYWOOD ROOF

R-3 RIGID INSULATION

7/8" STUCCO SIDING

OVER 1/2" PLYWOOD

SINGLE-PLY ROOFING

FINISH WALL OVER

GYPSUM BOARD

FLOORING OVER

PLYWOOD

FIBERGLASS INSULATION

BATT PER SHEET A0.2 UNLESS

OTHERWISE SPECIFIC

PROJECT SPECIFIC

ENERGY REPORT

HEAVY MIL

PLASTIC

HEAVY MIL

PLASTIC

FLOORING OVER 1-1/2"

LIGHTWEIGHT CONC FLOOR FILL

OVER METAL B-DECK

FIBERGLASS INSULATION

BATT PER SHEET A0.2 UNLESS

OTHERWISE SPECIFIC

PROJECT SPECIFIC

ENERGY REPORT

INSULATION AT FLOOR (CONC FLOOR)

SCALE: 1 1/2" = 1'-0"

4AFULLY RECESSED FIRE EXTINGUISHER CABINET

SCALE: 1-1/2" = 1'-0"

CCD-001_01-08-26

04-124946_CCD-001

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

ORION STRUCTURAL ENGINEERING, INC.

11305 RANCHO BERNARDO ROAD, SUITE 121

SAN DIEGO, CA 92127

(858) 679-1974

EXP 12/31/26

BLOCKING AT FIXTURE

SCALE: 1 1/2" = 1'-0"

MIN (2) ROWS

2x6 HF #2 BLKG BETWEEN

STUDS WITH A 'SIMPSON'

A34 ANCHOR AT EACH

END. USE MIN #8 X 1-1/2"

WS AT EACH HOLE

WALL FRAMING

PER PLAN

SEE FIXTURE'S MANUFACTURE

INSTALLATION GUIDE FOR

BLOCKING HEIGHT

WALL FINISH

PER SCHEDULE

VENT PIPE IN

WALL

DATE

SIGNED:

03/05/26

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

DEVICE SHALL HAVE

SPEAKER OPTION.

TYP

120/240

DESCRIPTION

HEAT PUMP

HEAT PUMP

LOAD

SUB TOTAL

LOAD CENTER SCHEDULE

TOTAL

A

B

MAIN BRKR

VOLTS

PO

LEBA

PO

LE

BR

EA

KE

R

W

IR

E

SI

ZE

C

KT

. N O

C

KT

. N O

BR

EA

KE

R

W

IR

E

SI

ZE

AØ BØ

5 6120

7 8

606 2

3 4

1 2

AMPS

TOTAL LOAD

SUB TOTAL

BØ

42121 20

1 20 12

201 12

201 12

201 12 750

AØ

EXTERIOR LIGHTS

F.A.C.P.

DESCRIPTION

LIGHTS

LIGHTS

MOUNT100 A

WATTS

WIRE

PHASE

1 BUSS FEED

LOCATIONRECESSED

WATTS

100 A

INTERIOR

WALL

PANEL B

- 600

LABEL & LOCK ON DEVICE*

EXT RECEPT 180

6,552

8,235

14,787

AMPS73

MAX DEMAND

W/O FUTURE

LOAD

DEMAND

TOTAL DEMAND =

L.C.L: 880 x 25% =

25% LARGEST MOTOR = 3,120

20% FUTURE LOAD =

TOTAL LOAD DEMAND + FUTURE LOAD =

MAX DEMAND =

14,787 X 20% = 2,958 14,787 + 2,958 = 17,745 17,745 / 240

14,787

-201 12 540

120/240

DESCRIPTION

HEAT PUMP

HEAT PUMP

LOAD

SUB TOTAL

LOAD CENTER SCHEDULE

TOTAL

A

B

PROJECETOR

MAIN BRKR

VOLTS

PO

LEBA

PO

LE

BR

EA

KE

R

W

IR

E

SI

ZE

C

KT

. N O

C

KT

. N O

BR

EA

KE

R

W

IR

E

SI

ZE

AØ

BØ

5 6120

7 8

606 2

3 4

1 2

AMPS

TOTAL LOAD

SUB TOTAL

BØ

42121 20

1 20 12

201 12

AØ

EXTERIOR LIGHTS

F.A.C.P.

RECEPT / DATA

DESCRIPTION

MOUNT120 A

WATTS

WIRE

PHASE

1 BUSS FEED

LOCATIONRECESSED

WATTS

120 A

INTERIOR

WALL

PANEL A

LABEL & LOCK ON DEVICE*

EXT RECEPT 180

6,522

5,280

11,802

AMPS60

MAX DEMAND

W/O FUTURE

LOAD

DEMAND

TOTAL DEMAND =

L.C.L: 880 x 25% =

25% LARGEST MOTOR = 3,120

20% FUTURE LOAD =

TOTAL LOAD DEMAND + FUTURE LOAD =

MAX DEMAND =

11,802 X 20% = 2,361 11,802 + 2,361 = 14,163 14,163 / 240

11,802

-201 12 RECEPT / DATA / CLOCK540

DED GFI VENDING MACHINE1800 - 1800 -

AIR PURIFIER 12 120180- AIR PURIFIER 12 120180- RECEPT / DATA

RECEPT / DATA / CLOCK

5220 7020

5580 3780

LIGHTING LEGEND & SYMBOLS

DESCRIPTIONSYMBOL

'SUNCO' MODEL #JNL-F2-60W-3065, 2'x4' LED GRID FRAME LIGHT, WEIGHT 3 LBS, 40 WATT MAX TUNABLE, 4000K COLOR TEMP TUNABLE, 0-10V DIMMING, SUITABLE

AT DAMP LOCATIONS

DED FLOOR RECEPT FLOOR RECEPTS

DED GFI VENDING MACHINE

201 12

12 12012 120

12 120 180201 12 -

DED FLOOR RECEPT

DED FLOOR RECEPT

DED FLOOR RECEPT

- 600

-201 12 180

180201 12 -

-201 12 180

2019- - - -- -

INSTA-HOT 12 20 1- 1440

17- - - -- -

19- - - -- -

- - - - - -18

ROCKER SWITCH (20 AMPS, 125 VOLTS). INSTALL PER MOUNTING HEIGHT

DETAIL U.N.O.

S

'NSL' MODEL #JNL-BLD-HM15D-YYY, 15W 90 MIN EMERGENCY BATTERY BACK-UP,

INSTALLED WITH 'SUNCO' MODEL #JNL-F2-60W-3065, 2'x4' LED GRID FRAME LIGHT

WEIGHT 3 LBS, 40 WATT MAX TUNABLE, 4000K COLOR TEMP TUNABLE, 0-10V

DIMMING, SUITABLE AT DAMP LOCATIONS

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

ELECTRICAL PLAN

GENERAL NOTES

1. SEE SHEET E0.0 FOR ELECTRICAL, FIRE ALARM AND SIGNAL PLAN DESIGN NOTES

2. PROVIDE EMERGENCY LIGHTING AT ALL EXTERIOR DOORS PER SECTION

1008.2.3. LOCATION OF EMERGENCY LIGHTING TO BE DETERMINED BY

SITE ARCHITECT BASED ON PROJECT SPECIFIC DESIGN

3. CBC SECTION 907.5.2.2, EMERGENCY POWER FOR EMERGENCY VOICE

COMMUNICATION.

4. SEE DAYLIT FLOOR PLANS FOR DAYLIT LOCATIONS

5. WHEN ELECTRICAL PANEL WEIGHT EXCEEDS >20 LBS, SEE DETAILS

FOR ATTACHMENT.

A8.1

ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"

E3.0N

CCD-001_01-08-26

04-124946_CCD-001

2/ 9/

:4

3:

P M

1 2 6

B

A

3 4 5

A8

A8

B8

A10

A6

B8

PANEL 'A'

WATERPROOF J-BOX

@ +18" AFF WITH 3/4"

CONDUIT STUBBED

TO ATTIC FOR FIRE

ALARM

A5

A10

DEVICE SHALL

HAVE SPEAKER

OPTION. TYP

B10

HH

J

WP

J

WP

WP

GFI

M

HH

M

HH

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

S

J

AIR

PURIFIERJ

AIR

PURIFIER

E E

S

S

S

S

WP

GFI

EXIT EXIT

J

OFOI

PROJ.

DED

4'-1"

'-5

/2

" T

YP

'-1

/2

" T

YP

4'-0 1/2"

'-9

/4

J

OFOI

WIFI

ROUTER

'-9

'-7

/2

'-7

/2

'-1

1/

2"

2'-1 1/2"

3'-9 1/2"

4'-1 1/2"

3'-11 1/2"

+24

AFF

DED

+24

AFF

DED

+24

AFF

DED

+24

AFF

DED

+24

AFF

DED

+24

AFF

VENDING VENDING

3 3 3 3

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

B2

B4

'-9

5'-10" 5'-11 1/2"

5'-10" 5'-11 1/2"

1' -2

2'-2 1/2"2'-2 1/2"

8' -0

" T

YP

8' -0

" T

YP

WH

DED GFI DED GFIGFI

J

A6

B5A1,3 B1,3

A9 B10

A8 B10

PANEL 'B'

A11 B7

A8

A6 A6

A12

A16 A18

A14

B9

B12

A7

DED J-BOX FOR

INSTA-HOT

B11

AIR PURIFIER SWITCH

IN 3 GANG BOX

(TYP OF 2)

DATE

SIGNED:

03/05/26

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

04-124946 0

P0.0

PLUMBING SCHEDULE

AND DETAILS

PLUMBING NOTES

GENERAL PLUMBING SPECIFICATIONS

4 1

OPTIONAL CONDENSATE LINE

FROM ROOF MOUNT HVAC

OPTIONAL TANKLESS

INSTA HOT WATER

HEATER

VENT UP

THRU

ROOF

WASTE DOWN

WALL THRU

FLOOR

TYPICAL LAVATORY PIPING

SEE PLUMBING

NOTES #2 (TYP)

A8.1

9" M

IN

EQ

EQ

" M

AX

AT

/8

" R O

D (6

0" M

AX

S

PA

C

IN

G

ROOF/FLOOR JOIST/BLKG

SIDE BEAM ATTACHMENT

#14 X 1"

HEX HEAD SDS

ADJ SWIVEL LOOP

HANGER

3" MAX PIPE

A307 3/8"

ALL THREAD

NUT (TYP)

FELT

" M

AX

P

ER

A.

1.

(2

" M

AX

AT

/8

" R O

D

ADJ SWIVEL LOOP

HANGER

3" MAX PIPE

A307 3/8"

ALL THREAD

NUT (TYP)

FELT

ROOF/FLOOR JOIST/BLKG

SIDE BEAM ATTACHMENT

EQ

EQ

#14 X 1"

HEX HEAD SDS

" M

AX

P

ER

A.

1.

(2

NOTES

3" MAX PIPE HANGER SUPPORT

SCALE: 3" = 1'-0"

3" MAX PIPE HANGER SUPPORT

SCALE: 3" = 1'-0"

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL

DISTRIBUTION SYSTEMS (E):

MP MD PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH

PROJECT SPECIFIC NOTES AND DETAILS

MP MD PP E - OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD

PRE-APPROVAL (OPM #) #_________________

MEP COMPONENT ANCHORAGE NOTE

PIPING, DUCTWORK AND ELECTRRICAL DISTRIBUTION

SYSTEM BRACING NOTE

NOTE:

THE OPTIONAL INSTA-HOT SHALL NOT ENCROACH INTO THE KNEE

AND TOE CLEARANCES. NO SHARP OR ABRASIVE SURFACES ARE

ALLOWED IN PROMIXTY TO THE KNEE AND TOE CLEARANCES.

SEE DETAILS #15 OR 5/A10.1 FOR REFERENCE

STATE AGENCY APPROVAL

REVISIONS

PROFESSIONAL OF RECORD ON PC

PROJECT SPECIFIC PROFESSIONAL OF RECORD

PROJECT NO.:

DRAFTER:

SCALE:

DATE:

SHEET NUMBER

00-0000

AS NOTED

SHEET TITLE:

DISTRICT/CUSTOMER NAME:

NEXTMOD

00-00-00

ALL DESIGNS INDICATED ON THESE PLANS/DRAWINGS ARE PROPERTY OF NEXTMOD,

INC AND ARE FOR THE USE BY NEXTMOD IN THE SPECIFIED JOB ONLY. THEY SHALL

NOT BE USED AND/OR DUPLICATED OR TRANSMITTED IN ANY FORM, FOR ANY

PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF NEXTMOD, INC. ANY

UNAUTHORIZED USE OF THESE PLANS SHALL SUBJECT THE OWNER OF SAID

PROPERTY TO LIQUIDATED DAMAGES OF $75,000.00. THESE PLANS ARE PROTECTED

UNDER THE PROVISIONS OF THE 1976 COPYRIGHT ACT

COPYRIGHT NEXTMOD, © ALL RIGHTS RESERVED.

6361 BOX SPRINGS ROAD, RIVERSIDE, CA 92570

OFFICE: (909) 740-3120, FAX: (909) 726-9470

WEBSITE: WWW.NEXTMODINC.COM

SCHOOL/SITE NAME:

STOCKPILE

PRE-CHECK (PC) DOCUMENT

CODE: 2022 CBC

A SEPARATE PROJECT APPLICATION FOR

CONSTRUCTION IS REQUIRED

FIRM:

ADDRESS:

CITY:

PHONE:

FIRM: ORION STRUCTURAL ENGINEERING, INC.

ADDRESS: 11305 RANCHO BERNARDO ROAD, SUITE 121

CITY: SAN DIEGO, CA 92127

PHONE: (858) 679-1974

NEXTMOD

SYMBOL

PLUMBING FIXTURE SCHEDULE (SINKS)

DESCRIPTION CWWASTE VENT HW

ACCESSIBLE

FOR

SINK: 'JUST MANUFACTURING' - MODEL# SLADA2231A65-J, 3- HOLE, 31" X 22" X 6-1/2",18 GA TOP MOUNT, EQUAL SINGLE BOWL DROP-IN ADA SINK WITH REAR CENTER DRAIN

FAUCET: 'CHICAGO FAUCET' - MODEL #50-317XKABCP, DECK MOUNTED, SINGLE HOLE, MANUAL LEVER, HOT AND COLD GOOSNECK FAUCET, 1.5 GPM. WHEN HOT WATER IS PROVIDED, IT SHALL NOT EXCEED

110° F. A TEMPERING VALVE SHALL BE PROVIDED (CPC 407.3)

SINK PIPE COVER: 'IPS' - MODEL #82522 SOFT GUARD PLUS TRAP COVER (FLAME SPREAD: 25; SMOKE RATING: 450)

1. FAUCET CONTROLS & OPERATING MECHANISMS: SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS LEVER OPERATED, PUSH TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE SELF CLOSING

VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

2. ALL WATER & DRAIN PIPES ACCESSIBLE UNDER LAVATORIES AND SINKS: SHALL BE INSULATED (CLASS I FLAME SPREAD INDEX 0-25, SMOKE DEVELOP 450) OR OTHERWISE COVERED.

THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER LAVATORIES.

3. ALL VENTS TO ROOF AND VENT RISER CONNECTIONS TO BE OFFSET ABOVE CEILING FROM WALLS IN ORDER TO PREVENT PENETRATION THROUGH TOP PLATES.

4. ALL WASTE DROPS IN WALLS TO BE OFFSET PRIOR TO WALL BOTTOM PLATES.

5. FOR ALLOWABLE CUTTING/NOTCHING/BORED HOLES IN 2X WALL STUDS AND JOISTS, SEE TYPICAL DETAILS ON STRUCTURAL SHEETS

6. TOILET CURB ON FLOORS: FOR TOILET ROOMS WITH MORE THAN TWO (2) FIXTURES IN RELOCATABLE BUILDINGS, PROVIDE A CONTINUOUS VINYL FLOORING WITH FULLY SEALED JOINTS.

VINYL FLOORING TO EXTEND A MIN OF SIX (6) INCHES UP THE STUD WALL FROM THE FINISH FLOOR LEVEL.

7. ALL INTERIOR COLD AND HOT WATER IS OVERHEAD PIPING EXCEPT AT INSIDE WALLS UNLESS OTHERWISE NOTED.

8. ALL DRAIN AND SEWER FITTINGS BELOW FLOOR LINE SITE INSTALLED

9. SEWER/WATER STUB OUTS: SHALL BE LOCATED WITHIN THE ALLOWABLE AREA AS SHOWN ON PLANS AND CONNECTIONS SHOULD BE EASILY ACCESSIBLE FOR FUTURE RELOCATION STUB OUT HEIGHT SHOULD BE COORDINATED WITH BUILDING MFR AND SITE CONTRACTOR/OWNER.

10. ALL DIMENSIONS ON THIS SHEET ARE TO FACE OF FINISH

11. FOR ALL WALL HUNG WATER CLOSETS, USE 'JOSAM COMPANY' (OR EQUAL) CLOSET CARRIERS, MODEL #12674 (LEFT HAND) OR #12694 (BACK TO BACK) OR #12704 (VERTICAL W/ LEFT

HAND VENT) OR #12724 (VERTICAL BACK TO BACK)

A. PLUMBING EQUIPMENT, FIXTURE AND ACCESSORIES: FURNISH AND INSTALL ALL PIPING, VALVES, VENTS, STOPS AND TRAPS REQUIRED TO CONNECT ALL FIXTURES AND EQUIPMENT

PROVIDE ALL ELECTRICAL CONNECTIONS AS REQUIRED

B. MATERIALS AND WORKMANSHIP: ALL WORKMEN SHALL BE SKILLED AND QUALIFIED FOR THE WORK WHICH THEY PERFORM ALL MATERIALS USED, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW AND OF THE TYPES AND GRADE SPECIFIED WORKMANSHIP SHALL BE EQUAL OF BETTER IN QUALITY TO THAT REQUIRED BY THE CONSTRUCTION TRADES FOR A FINISHED PRODUCT

C. THE DETAILS ON THIS SHEET ONLY ILLUSTRATE THE SPECIFIC REQUIREMENTS FOR INSTALLING THE FIXTURES AND THE ACCESSORIES SHOWN INSTALL FIXTURES PER MFR'S INSTRUCTIONS SEE PROJECT SPECIFICATIONS FOR THE ACCESSORIES AND FIXTURES THAT APPLY TO THIS PROJECT.

D. THE USE OF PEX TUBING, AND ITS FITTINGS AND INSTALLATION, SHALL COMPLY WITH…