PROJECT LOCATION

VICINITY MAP

OWNER

PROJECT DIRECTORY

FONTANA UNIFIED SCHOOL DISTRICT

9680 CITRUS AVENUE

FONTANA, CA 92335

CONTACT: FACILITIES PLANNING DESIGN AND CONSTRUCTION

CONTACT NAME: SAMER ALUZBAIDI, EXECUTIVE DIRECTOR

PHONE: 909.357.7528

ARCHITECT

LIONAKIS

2050 MAIN STREET, SUITE 400

IRVINE, CA 92614

CONTACT: TONY PACHECO-TAYLOR

PHONE: 949.955.1919

EMAIL: TONY.PACHECOTAYLOR@LIONAKIS.COM

THIS PROJECT SCOPE INCLUDES THE FOLLOWING:

NEW PLAY EQUIPMENT AND PLAY SURFACING REPLACEMENT.

NEW P.C. RAMP A#04-122275

SCOPE OF PROJECT

BUILDING IDENTIFIER - WHERE OCCURS

DISCIPLINE DESIGNATOR - LEVEL 1

DISCIPLINE DESIGNATOR - LEVEL 2

REPLACE DASH WHERE OCCURS

SHEET TYPE SUBSET DESIGNATOR

LEVEL/SEQUENCE DESIGNATOR

AREA IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATOR

C.A-123AB

UNIQUE PORTION IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATORS

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

7 - USER DEFINED

8 - USER DEFINED

9 - 3D REPRESENTATIONS

DISCIPLINE DESIGNATORS - LEVEL 1

G GENERAL

H HAZARDOUS MATERIALS

V SURVEY/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

W DISTRIBUTED ENERGY

T TELECOMMUNICATIONS

R RESOURCE

X OTHER DISCIPLINES

Z CONTRACTOR/SHOP DRAWINGS

O OPERATIONS

SHEET IDENTIFICATION LEGEND

ARCHITECTURAL SYMBOLS LEGEND

B3

A-501

B3

A-501

A4

A-201

D2

A-512

TOC 98'-8"

B3

A-301

A2

A-303

A2

A-303

ROOM NAME

NORTH

PLAN

MATCH LINE

SEE XX / X-XXX

A

A-202 A2

A1

A2A4

A3

A-202

LEVEL 1

100'-0"

D2

A-512

D2

A-512

DETAIL INDICATOR - REFERENCE &

DETAIL INDICATOR - ITEM

DETAIL INDICATOR - SECTION & DETAIL

INDICATOR - SECTION ITEM

SECTION INDICATOR - PARTIAL

BUILDING/WALL &

DETAIL INDICATOR - AREA

SECTION INDICATOR - BUILDING

ELEVATION INDICATOR - EXTERIOR

ELEVATION INDICATOR - INTERIOR,

SINGLE & MULTIPLE VIEW

MATCH LINE INDICATOR

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD

ROOM IDENTIFIER WITH ROOM NAME & NUMBER

ELEVATION INDICATOR - LEVEL & SPOT

WINDOW OR LOUVER IDENTIFIER

KEYNOTE INDICATOR

PLAN NORTH & TRUE NORTH INDICATOR

PROJECT LOCATION

LOCATION MAP

N/A

DEFERRED SUBMITTALS

1 2 3 4 5

D

C

B

A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

T

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2"

1"

CLIENT

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G-001

COVER SHEET

9751 CYPRESS AVENUE

FONTANA, CA 92335

OTC PACKAGE

025154.05

FONTANA UNIFIED SCHOOL DISTRICT

CYPRESS ELEMENTARY SCHOOL

JUNE 2025

CYPRESS ELEMENTARY PLAY EQUIPMENT REPLACEMENT

FONTANA UNIFIED SCHOOL DISTRICT

CYPRESS ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

9751 CYPRESS AVENUE

FONTANA, CA 92335

9680 CITRUS AVENUE

FONTANA, CA 92335

SEE UNITED STATES NATIONAL

CAD STANDARD FOR ANY

ABBREVIATIONS NOT LISTED

BELOW.

& AND

@ AT

(E) EXISTING

' FOOT, FEET

" INCH(ES)

# NUMBER

ALUM ALUMINUM

ARCH ARCHITECTURAL

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

AD AREA DRAIN

ADC AUTOMATIC DOOR CLOSER

ADO AUTOMATIC DOOR OPERATOR

ADDL ADDITIONAL

ADJ SHV ADJUSTABLE SHELVING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ASSY ASSEMBLY

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM

BM BENCHMARK

BOT BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CHANNEL

CAB CABINET

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CEM PLAS CEM PLASTER

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CI CAST IRON

CJ CONSTRUCTION JOINT /

CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE / CONTINUOUS

COTG CLEANOUT TO GRADE

CP CONTROL PANEL

CPT CARPET

CRS COLD ROLLED STEEL

CSK COUNTER SUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

LIST OF ARCHITECTURAL ABBREVIATIONS

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

AS101 OVERALL SITE PLAN

AS102 ENLARGED SITE PLAN

AS103 ENLARGED SITE PLAN

P.C. 24'X40' PORTABLE RAMP A#04-122275

1 COVER SHEET

2 TYPICAL PLAN DETAILS & SPECIFICATIONS

3 OPTIONAL RAMP & LANDING PLANS

4 DSA 103 - LISTING OF STRUCTURAL TEST & SPECIAL INSPECTIONS

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWR DRAWER

EA EACH

EGSB EXTERIOR GYPSUM SHEATHING

BOARD

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FLG FLOORING

FLL FLOW LINE

FLR FLOOR

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOF

FRP FIBERGLASS REINFORCED

PLASTIC

FT FEET / FOOT

FTG FOOTING

FURG FURRING

FUT FUTURE

G GROUND; NATURAL GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GI GALVANIZED IRON

GLU LAM GLUED LAMINATED WOOD

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAV LAVATORY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MULL MULLION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PAF POWER ACTUATED FASTENER

PL PROPERTY LINE; PLATE

PLAM PLASTIC LAMINATE

PLB PLUMB

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT; PAINT

PTN PARTITION

PV PHOTOVOLTAIC

QT QUARRY TILE

R RADIUS; RISER

RD ROOF DRAIN

REBAR REINFORCING STEEL BAR

REF REFERENCE

REF REFRIGERATOR

REINF REINFORCE / REINFORCING

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RWD REDWOOD

RWL RAIN WATER LEADER

SAD SEE ARCHITECTURAL

DRAWINGS

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDST SELF DRIVING, SELF TAPPING

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SS SANITARY SEWER; SERVICE

SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE & GROOVE

TEL TELEPHONE

THK THICKNESS

TMH TOP OF MANHOLE

TMPD TEMPERED

TO TOP OF

TOC TOP OF CURB

TOF TOP OF FRAME

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER/CABINET

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WO WHERE OCCURS

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WSCT WAINSCOT

WT WEIGHT

WTR WATER

WWR WELDED WIRE

REINFORCEMENT

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

SHEET INDEX

1. SPECIAL REQUIREMENTS:

-ACCESSIBLE PATH OF TRAVEL PER SHEET AS101

2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS,

INCLUDING BUT NOT LIMITED TO:

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS

TITLE 24 CCR, PART 1 - 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE

TITLE 24 CCR, PART 2 - 2022 CALIFORNIA BUILDING CODE, VOL.1 & 2 (CBC)

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

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

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

TITLE 24 CCR, PART 6 - 2022 CALIFORNIA ENERGY CODE

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

TITLE 24 CCR, PART 11 - 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

TITLE 24 CCR, PART 12 - 2022 CALIFORNIA REFERENCED STANDARDS

2022 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED)

2019 NFPA 14, INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

2021 NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEMS

2021 NFPA 17A, WET CHEMICAL EXTINGUISHING SYSTEMS

2022 NFPA 20, INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

2018 NFPA 22, WATER TANKS FOR PRIVATE FIRE PROTECTION

2022 NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES

2013 NFPA 25, INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION

SYSTEMS (CA AMENDED)

2022 NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

3. CHANGES TO THE APPROVED DRAWINGS OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR

CONSTRUCTION CHANGE DOCUMENTS (CCD) APPROVED BY THE DIVISION OF THE STATE

ARCHITECT, AS REQUIRED BY THE SECTION 4-338 OF CALIFORNIA CODE OF REGULATIONS,

TITLE 24, PART I. (CAC 4-338) SUBSTITUTIONS OF PRODUCTS OR PROCESSES WHICH AFFECT STRUCTURAL SAFETY, FIRE AND LIFE-SAFETY, OR ACCESSIBILITY SHALL BE SUBMITTED AS AN

ADDDENDUM OR CONSTRUCTION CHANGE DOCUMENT TO DSA FOR REVIEW AND APPROVAL.

GENERAL NOTES

C35462

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MARK DATE DESCRIPTION

TEST MARK (For DSA Use Only) Prior to adding document to the Session the Plan Reviewer shall place this test mark off the top edge of the first sheet and change status to "INCORPORATE". If Back-check menu does not show or the color does not change to green, the Plan Reviewer shall fix the back-check menu. For guidance on how to fix the back-check menu, refer to "_DSA EPR Support > Help Desk > Fixing Back Check Menu"

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

06/30/2025

SAN BERNADINO AVENUE

C Y

P R

E S

S A

V E

N U

E

(E) RELO

A# 67536

(E) RELO

A# 67536

(E) RELO

A# 64102

(E) RELO

A# 64102

(E) RELO

A# 52486

(E) RELO

A# 52486

(E

R E

L O

T O

IL

E

T S

A

(E) RELO

A# 102261

(E) RELO

A# 64102

(E) RELO

A# 67536

(E) RELO

A# 67536

(E) RELO

A# 67536

(E) RELO

A# 67536

(E) RELO

A# 102261

(E) K-3 RELO

A# 52486

(E) MULTI-PURPOSE 'D'

A# 31860

(E) CLASSROOMS 'C'

A# 31860

(E) KINDER

A# 31860

(E) CLASSROOMS 'B'

A# 31860

(E) CLASSROOMS 'A'

A# 31860

(E) ADMIN & LIBRARY

A# 31860

(E) SAFE DISPERSAL AREA

A#04-105892

(E) GRASS

(E) AC PAVING

(E) AC PAVING

(E) AC PAVING

(E) GRASS

AS102

AS103

NEW ACCESSIBLE

PLAYGROUND SURFACE

NEW P.C. ACCESSIBLE

RAMP

GENERAL NOTES

SITE LEGEND

1. CONTRACTOR TO FIELD VERIFY SPOT ELEVATION PRIOR TO SETTING FINAL GRADES.

2. THE GROUND AROUND ANY BUILDING SHALL BE SLOPE A MINIMUM OF 5% AWAY FROM THE

BUILDING FOR AT LEAST 10 FEET FROM THE FACE OF THE WALL PER CBC, AND IMPERVIOUS

SURFACES SHALL BE SLOPED AT A MINIMUM OF 2% AWAY FROM THE BUILDING.

EXISTING BUILDING WITH NO SCOPE OF WORK

EXISTING SAFE DISPERSAL AREA

EXISTING PATH OF TRAVEL

"DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR

ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE

DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAS BEEN IDENTIFIED AND 2) THE DETAILS, DRAWINGS

AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION

DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR

PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT

BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF

UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION

DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE

PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES,

THEY SHALL BE BOUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF

THIS PROJECT BY MEANS OF CONSTRUCTION CHANGE DOCUMENT.

"ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE

ACCESS ROUTE WITHOUT ABRUPT LEVEL CHANGES EXCEEDING ½" IF

BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT

EXCEEDING ¼" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS

STABLE, FIRM, AND SLIP-RESISTANT. CROSS-SLOPE SHALL NOT BE

STEEPER THAN 1:48 AND SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT

BE STEEPER THAN 1:20. ACCESSIBLE PATH OF TRAVEL SHALL BE

MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND

FREE OF OBJECTS PROTRUDING MORE THAN 4" FROM THE WALL, ABOVE

27" AND LESS THAN 80" ABOVE THE FLOOR. ARCHITECT SHALL VERIFY

THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL."

(SEE SHEET AS102 FOR SLOPE INFORMATION)

CONCRETE OR AC PAVING

1 2 3 4 5

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TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

T

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2" , I

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AS101

OVERALL SITE PLAN

025154.05

FONTANA UNIFIED SCHOOL DISTRICT

CYPRESS ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

9751 CYPRESS AVENUE

FONTANA, CA 92335

9680 CITRUS AVENUE

FONTANA, CA 92335

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

SCALE 1" = 30'-0"1

SITE PLAN

C35462

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MARK DATE DESCRIPTION

NORTH

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

.5%

1.1% 1.9%

.6%

NEW ACCESSIBLE TURF PLAYGROUND SURFACE

NEW PLAY STRUCTURE

(E) FENCE

GROUND SURFACES OF PLAY AREAS:

GROUND SURFACES ON ACCESSIBLE ROUTES, CLEAR FLOOR OR GROUND SPACES

AND TURNING SPACES FOR PLAY AREAS SHALL COMPLY WITH CBC SECTION

11B-1008.2.6 AS FOLLOWS:

- GROUND SURFACES SHALL BE INSPECTED AND MAINTAINED REGULARLY AND

FREQUENTLY TO ENSURE CONTINUED COMPLIANCE WITH ASTM F 1951.

- GROUND SURFACES LOCATED WITHIN USE ZONES SHALL COMPLY WITH ASTM F

1292 (1999 EDITION OR 2004 EDITION)

(E) TURF TO REMAIN

(E) TURF TO REMAIN

NEW AC PAVING

.9

%.8 % 1.9%

30"x48" TRANSFER

STATION

2'-8" 12'-0"1'-0" 1'-0"

DN

1.0% 1 .3

0.6% 1 .2

0.8% 1 .4

0.3% 0 .4

0.6% 1 .2

0.3% 0 .3

0.1% 1 .3

1.3% 2 .0

0.5% 0 .5

2.5% 1 .2

1.6% 0 .4

%1.6% 0 .4

INSTALL NEW P.C.

RAMP A#04-122275

2%

MAX

M

X

(E) AC PAVING

AS102

7'-0"

GENERAL NOTES

SITE LEGEND

1. CONTRACTOR TO FIELD VERIFY SPOT ELEVATION PRIOR TO SETTING FINAL GRADES.

2. THE GROUND AROUND ANY BUILDING SHALL BE SLOPE A MINIMUM OF 5% AWAY FROM THE

BUILDING FOR AT LEAST 10 FEET FROM THE FACE OF THE WALL PER CBC, AND IMPERVIOUS

SURFACES SHALL BE SLOPED AT A MINIMUM OF 2% AWAY FROM THE BUILDING.

EXISTING BUILDING WITH NO SCOPE OF WORK

EXISTING SAFE DISPERSAL AREA

EXISTING PATH OF TRAVEL

"DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR

ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE

DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAS BEEN IDENTIFIED AND 2) THE DETAILS, DRAWINGS

AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION

DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR

PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT

BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF

UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION

DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE

PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES,

THEY SHALL BE BOUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF

THIS PROJECT BY MEANS OF CONSTRUCTION CHANGE DOCUMENT.

"ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE

ACCESS ROUTE WITHOUT ABRUPT LEVEL CHANGES EXCEEDING ½" IF

BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT

EXCEEDING ¼" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS

STABLE, FIRM, AND SLIP-RESISTANT. CROSS-SLOPE SHALL NOT BE

STEEPER THAN 1:48 AND SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT

BE STEEPER THAN 1:20. ACCESSIBLE PATH OF TRAVEL SHALL BE

MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND

FREE OF OBJECTS PROTRUDING MORE THAN 4" FROM THE WALL, ABOVE

27" AND LESS THAN 80" ABOVE THE FLOOR. ARCHITECT SHALL VERIFY

THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL."

(SEE SHEET AS102 FOR SLOPE INFORMATION)

CONCRETE OR AC PAVING

BASE MATERIAL

BELOW TURF- PER

MANUFACTURER'S

SPECIFICATIONS

AC PAVING

AC PAVING - TURF

FLUSH TRANSITION

ACCESSIBLE

PLAYGROUND TURF

FACE

THE TRANSITION FROM CONCRETE SURFACE TO NEW SYNTHETIC PLAY

SURFACE SHALL COMPLY WITH CBC 11B-303.1.

1 2 3 4 5

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SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

T

H

IS

S H

E E

T

IS

N O

T

0" x4

2" , I

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D U

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D P

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IN

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AS102

ENLARGED SITE PLAN

025154.05

FONTANA UNIFIED SCHOOL DISTRICT

CYPRESS ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

9751 CYPRESS AVENUE

FONTANA, CA 92335

9680 CITRUS AVENUE

FONTANA, CA 92335

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

C35462

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SCALE 1/8" = 1'-0"1

ENLARGED SITE PLAN

MARK DATE DESCRIPTION

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

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

GROUND SURFACES OF PLAY AREAS:

GROUND SURFACES ON ACCESSIBLE ROUTES, CLEAR FLOOR OR GROUND SPACES

AND TURNING SPACES FOR PLAY AREAS SHALL COMPLY WITH CBC SECTION

11B-1008.2.6 AS FOLLOWS:

- GROUND SURFACES SHALL BE INSPECTED AND MAINTAINED REGULARLY AND

FREQUENTLY TO ENSURE CONTINUED COMPLIANCE WITH ASTM F 1951.

- GROUND SURFACES LOCATED WITHIN USE ZONES SHALL COMPLY WITH ASTM F

1292 (1999 EDITION OR 2004 EDITION)

1 2 3 4 5

D

C

B

A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

T

H

IS

S H

E E

T

IS

N O

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0" x4

2" , I

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AS103

ENLARGED SITE PLAN

025154.05

FONTANA UNIFIED SCHOOL DISTRICT

CYPRESS ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

9751 CYPRESS AVENUE

FONTANA, CA 92335

9680 CITRUS AVENUE

FONTANA, CA 92335

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

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MARK DATE DESCRIPTION

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

PLAYGROUND STRUCTURE

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

TITLE 24 CODES:

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

2022 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1 AND 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 (PART 6, TITLE 24, CCR)

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

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

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

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

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

Exp. 03/31/24

08/14/2311/6/2023

12" or 32"

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

APPROVED

DIV. OF THE STATE ARCHITECT

APP:

REVIEWED FOR

SS FLS ACS

DATE:

CG✔ ✔ ✔

04-122275

11/07/2023

PC

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APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

HANDRAIL

RETURN

1/2" MAX

1/2" MAX

Exp. 03/31/24

08/14/23

Allowable window opening at handrail:

- 6ft Max. window for 2x4 HF#2 window sill with 3-10D end nails from king studs to ea. sill end.

- 10ft Max. window for 2x6 HF#2 window sill with 4-10D end nails from king studs to ea. sill end.

Window Sill

11/6/2023

POST EXTENSION TO BE ADDED ABOVE THE

BOTTOM 18" OF THE EXISTING POST.

BOTTOM 18" TO BE RIENFORCED PER DETAIL 10/- (TYP).

(FY= 39 KSI MIN.)

1/8

1/8

1/8

1/8

EXISTING 2" SQ

FRAMINGEXISTING

12GA DECK

EXISTING 1.5" SQ

POST

1/2"

1/8

1/8

REINF. PL

TO POST

1-4

1-4

NEW REINF. PL AT EA. SHOWN

SIDE,1.5"x12GAx18" FROM DECK SIDE AND

EXTEND PL DOWN FROM OPPOSITE SIDE

1/8

REINF. PL

TO DECK PL

1/8

REINF. PL

TO POST

REINF. PL

TO FRM'G

BOTT. REINF. PL

1.5"X2.5"X12GA

EXIST'G -

POST TO

FRM'G

1/8

REINF. PL

ENDS - TYP

POST BASE CONNECTION W/ REINFORCEMENT-TYP 10

NEW POST/PL AT RAMP TOE 11

POST BOTTOM

REINF. PER 10/-

(TYP)

HANDRAIL EXTENTION WELD CONN.

NEW 32" HANDRAIL EXTENTION

1/8

1/8NEW TO EXIST'G

POST FROM TOP

1/8

1/8 3

NEW TO EXIST'G

POST FROM

TOP/BOTT.

RAMP HANDRAIL POST HSS1.5x1.5x0.18

(46KSI)

PLATE ON WHICH RAILHAND NAIL POST,

SUPPORT RAIL & JOIST WELDED TO

1/8

RAMP JOIST

1/8

POST (3

SIDES TO

PLT)

1/8

1/8POST TO

SUPPORT

RAIL

1/8

HSS 2x2 TO

PLT

1/8

HSS 2x2 TO

PLT 1/8

1/8

POST TO

SUPPORT RAIL

HSS2x2 6x6x0.135 PLT

1/8POST TO

DECKING

PLT

6" = 1'-0"2 Base Plt @ Ramp Toe For Zero Transition Base Plt @ Ramp Toe Low Zero Side View

NEW EXTENTION BASE PL AS REQUIRED FOR NEW

POST AND BUTT WELDED TO EXISTING BASE PL

EXISTING BASE PL &

POST AT RAMP TOE

1/8

POST (3

SIDES TO

PLT)

1/8

1/8 6 NEW TO EXIST'G

POST FROM BOTT.

EXISTING

SR6

A

Section A

EXISTING

EXISTING

POST

NOTE:

ALL THE SHOWN WELDS ARE EITHER EXISTING

WELDS OR NEW WELDS (TO BE ADDED)

EXIST'G POST

NEW POST 1 1/2"x 1 1/2"x0.18" (46KSI)

NEW POST 1 1/2"x 1 1/2"x0.18"

(46KSI)

(PER DETAIL 11/-)

(BOTT. WELD LENGTH = 6" EA SIDE)

2.33

(4)10D COMMOM END NAILS FROM KING STUD TO EA SILL END

(5)10D COMMOM END NAILS FROM KING STUD TO EA SILL END

1/8

1/8

1/8

1/8

EXISTING 2" SQ

FRAMINGEXISTING

12GA DECK

EXISTING 1.5" SQ

POST

1/2"

1/8

1/8

REINF. PL

TO POST

1-4

1-4

NEW REINF. PL AT EA. SHOWN

SIDE,1.5"x12GAx18" FROM DECK SIDE AND

EXTEND PL DOWN FROM OPPOSITE SIDE

1/8

REINF. PL

TO DECK PL

1/8

REINF. PL

TO POST

REINF. PL

TO FRM'G

BOTT. REINF. PL

1.5"X2.5"X12GA

EXIST'G -

POST TO

FRM'G

1/8

REINF. PL

ENDS - TYP

2" SQX 1/8" BLK'G

FOR MIN (3) JOIST

BAYS

TYP

1/8

1/82" SQ BLK'G

TO EXISTING

JST

(2) 1/2"X3 GALV. TITAN SCREW

OR EQ ANCHOR PER PLT (TYP)

2&12

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

APPROVED

DIV. OF THE STATE ARCHITECT

APP:

REVIEWED FOR

SS FLS ACS

DATE:

CG✔ ✔ ✔

04-122275

11/07/2023

PC

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DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS, 2022 CBC

Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

2022 CBC

IMPORTANT: This form is only a summary list of structural tests and some of the special inspections required for the project.

Generally, the structural tests and special inspections noted on this form are those that will be performed by the Geotechnical Engineer of Record, Laboratory of Record, or Special Inspector. The actual complete test and inspection program must be performed as detailed on the DSA approved documents. The appendix at the bottom of this form identifies work NOT subject to DSA requirements for special inspection or structural testing. The project inspector is responsible for providing inspection of all facets of construction, including but not limited to, special inspections not listed on this form such as structural wood framing, high-load wood diaphragms, cold-formed steel framing, anchorage of non-structural components, etc., per Title 24, Part 2, Chapter 17A (2022 CBC).

**NOTE: Undefined section and table references found in this document are from the CBC, or California Building Code.

Exp. 03/31/24

08/14/2311/6/2023

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

APPROVED

DIV. OF THE STATE ARCHITECT

APP:

REVIEWED FOR

SS FLS ACS

DATE:

CG✔ ✔ ✔

04-122275

11/07/2023

PC

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APP. INC:

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DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS, 2022 CBC

Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

2022 CBC

IMPORTANT: This form is only a summary list of structural tests and some of the special inspections required for the project.

Generally, the structural tests and special inspections noted on this form are those that will be performed by the Geotechnical Engineer of Record, Laboratory of Record, or Special Inspector. The actual complete test and inspection program must be performed as detailed on the DSA approved documents. The appendix at the bottom of this form identifies work NOT subject to DSA requirements for special inspection or structural testing. The project inspector is responsible for providing inspection of all facets of construction, including but not limited to, special inspections not listed on this form such as structural wood framing, high-load wood diaphragms, cold-formed steel framing, anchorage of non-structural components, etc., per Title 24, Part 2, Chapter 17A (2022 CBC).

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS (STEEL AND ALUMNINUM), 2022 CBC 1705A.2.1, Table 1705A.2.1; AISC 303-16, AISC 341-16, AISC 358-16, AISC 360-16; AISI S100-20; RCSC 2014; AWS D1.1, AWS D1.2, AWS D1.3, AWS D1.4, AWS D1.8 Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

S/A1. STRUCTURAL STEEL, COLD-FORMED STEEL AND ALUMINUM USED FOR STRUCTURAL PURPOSES

Test or Special Inspection Type Performed By Code References and Notes

✔ a. Verify identification of all materials and:

• Mill certificates indicate material properties that comply with requirements.

• Material sizes, types and grades comply with requirements.

Periodic * Table 1705A.2.1 Item 3a‒3c. 2202A.1; AISI S100-20 Section A3.1 & A3.2, AISI S240-20 Section A3 & A5, AISI S220-20 Sections A4 & A6. * By special inspector or qualified technician when performed off-site.

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS (STEEL AND ALUMNINUM), 2022 CBC 1705A.2.1, Table 1705A.2.1; AISC 303-16, AISC 341-16, AISC 358-16, AISC 360-16; AISI S100-20; RCSC 2014; AWS D1.1, AWS D1.2, AWS D1.3, AWS D1.4, AWS D1.8 Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DGS DSA 103-22 (Revised 12/01/2022) Page 2 of 11

S/A1. STRUCTURAL STEEL, COLD-FORMED STEEL AND ALUMINUM USED FOR STRUCTURAL PURPOSES

Test or Special Inspection Type Performed By Code References and Notes

✔ a. Verify identification of all materials and:

• Mill certificates indicate material properties that comply with requirements.

• Material sizes, types and grades comply with requirements.

Periodic * Table 1705A.2.1 Item 3a‒3c. 2202A.1; AISI S100-20 Section A3.1 & A3.2, AISI S240-20 Section A3 & A5, AISI S220-20 Sections A4 & A6. * By special inspector or qualified technician when performed off-site.

✔ b. Test unidentified materials Test LOR 2202A.1.

c. Examine seam welds of HSS shapes Periodic SI DSA IR 17-3.

✔ d. Verify and document steel fabrication per DSA-approved construction documents.

Periodic SI Not applicable to cold-formed steel light-frame construction, except for trusses (1705A.2.4).

e. Buckling restrained braces. Test LOR Testing and special inspections in accordance with IR 22-4.

S/A2. HIGH-STRENGTH BOLTS:

Test or Special Inspection Type Performed By Code References and Notes

✔ a. Verify identification markings and manufacturer's certificates of compliance conform to ASTM standards specified in the DSA-approved documents.

Periodic SI Table 1705A.2.1 Items 1a & 1b, 2202A.1; AISC 360-16 Section A3.3, J3.1, and N3.2; RCSC 2014 Section 1.5 & 2.1; DSA IR 17-8 & DSA IR 17-9.

✔ b. Test high-strength bolts, nuts and washers. Test LOR Table 1705A.2.1 Item 1c, 2213A.1; RCSC 2014 Section 7.2; DSA IR 17-8.

c. Bearing-type (“snug tight”) connections. Periodic SI Table 1705A.2.1 Item 2a, 1705A.2.6, 2204A.2; AISC 360-16 J3.1, J3.2, M2.5 & N5.6; RCSC 2014 Section 9.1; DSA IR 17-9.

d. Pretensioned and slip-critical connections. * SI Table 1705A.2.1 Items 2b & 2c, 1705A.2.6, 2204A.2; AISC 360-16 J3.1, J3.2, M2.5 & N5.6; RCSC 2014 Sections 9.2 & 9.3; DSA IR 17-9.

*“Continuous” or “Periodic” depends on the tightening method used.

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS (STEEL AND ALUMNINUM), 2022 CBC 1705A.2.1, Table 1705A.2.1; AISC 303-16, AISC 341-16, AISC 358-16, AISC 360-16; AISI S100-20; RCSC 2014; AWS D1.1, AWS D1.2, AWS D1.3, AWS D1.4, AWS D1.8 Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

S/A3. WELDING:

Test or Special Inspection Type Performed By Code References and Notes

✔ a. Verify weld filler material identification markings per AWS designation listed on the DSA-approved documents and the WPS.

Periodic SI 1705A.2.5, Table 1705A.2.1 Items 4 & 5; AWS D1.1 and AWS D1.8 for structural steel; AWS D1.2 for Aluminum; AWS D1.3 for cold-formed steel; AWS D1.4 for reinforcing steel; DSA IR 17-3.

✔ b. Verify weld filler material manufacturer’s certificate of compliance.

Periodic SI DSA IR 17-3.

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS (STEEL AND ALUMNINUM), 2022 CBC 1705A.2.1, Table 1705A.2.1; AISC 303-16, AISC 341-16, AISC 358-16, AISC 360-16; AISI S100-20; RCSC 2014; AWS D1.1, AWS D1.2, AWS D1.3, AWS D1.4, AWS D1.8 Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DGS DSA 103-22 (Revised 12/01/2022) Page 3 of 11

S/A3. WELDING:

Test or Special Inspection Type Performed By Code References and Notes

✔ a. Verify weld filler material identification markings per AWS designation listed on the DSA-approved documents and the WPS.

Periodic SI 1705A.2.5, Table 1705A.2.1 Items 4 & 5; AWS D1.1 and AWS D1.8 for structural steel; AWS D1.2 for Aluminum; AWS D1.3 for cold-formed steel; AWS D1.4 for reinforcing steel; DSA IR 17-3.

✔ b. Verify weld filler material manufacturer’s certificate of compliance.

Periodic SI DSA IR 17-3.

✔ c. Verify WPS, welder qualifications and equipment. Periodic SI DSA IR 17-3.

S/A4. SHOP WELDING (IN ADDITION TO SECTION S/A3):

Test or Special Inspection Type Performed By Code References and Notes

a. Inspect groove welds, multi-pass fillet welds, single pass fillet welds > 5/16", plug and slot welds.

Continuous SI Table 1705A.2.1 Items 5a.1‒4; AISC 360-16 (and AISC 341-16 as applicable); DSA IR 17-3.

✔ b. Inspect single-pass fillet welds ≤ 5/16”, floor and roof deck welds.

Periodic SI 1705A.2.2, Table 1705A.2.1 Items 5a.5 & 5a.6; AISC 360-16 (and AISC 341-16 as applicable); DSA IR 17-3.

✔ c. Inspect welding of stairs and railing systems. Periodic SI 1705A.2.1; AISC 360-16 (and AISC 341-16 as applicable); AWS D1.1 &

D1.3; DSA IR 17-3.

✔ d. Verification of reinforcing steel weldability other than ASTM A706.

Periodic SI 1705A.3.1; AWS D1.4; DSA IR 17-3. Verify carbon equivalent reported on mill certificates.

e. Inspect welding of reinforcing steel. Continuous SI Table 1705A.2.1 Item 5b, 1705A.3.1, Table 1705A.3 Item 2, 1903A.8; AWS D1.4; DSA IR 17-3.

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS (STEEL AND ALUMNINUM), 2022 CBC 1705A.2.1, Table 1705A.2.1; AISC 303-16, AISC 341-16, AISC 358-16, AISC 360-16; AISI S100-20; RCSC 2014; AWS D1.1, AWS D1.2, AWS D1.3, AWS D1.4, AWS D1.8 Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DGS DSA 103-22 (Revised 12/01/2022) Page 4 of 11

Test or Special Inspection Type Performed By Code References and Notes

S/A5. FIELD WELDING (IN ADDITION TO SECTION S/A3):

Test or Special Inspection Type Performed By Code References and Notes

a. Inspect groove welds, multi-pass fillet welds, single pass fillet welds > 5/16", plug and slot welds.

Continuous SI Table 1705A.2.1 Items 5a.1‒4; AISC 360-16 (AISC 341-16 as applicable); DSA IR 17-3.

✔ b. Inspect single-pass fillet welds ≤ 5/16”. Periodic SI Table 1705A.2.1 Item 5a.5; AISC 360-16 (AISC 341-16 as applicable);

DSA IR 17-3.

c. Inspect end-welded studs (ASTM A-108) installation (including bend test).

Periodic SI 2213A.2; AISC 360-16 (AISC 341-16 as applicable); AWS D1.1; DSA IR 17-3.

d. Inspect floor and roof deck welds. Periodic SI 1705A.2.2, Table 1705A.2.1 Item 5a.6; AISC 360-16 (AISC 341-16 as applicable); AWS D1.3; DSA IR 17-3.

e. Inspect welding of structural cold-formed steel. Periodic SI* 1705A.2.5; AWS D1.3; DSA IR 17-3. The quality control provisions of AISI S240-20 Chapter D shall also apply. * May be performed by the project inspector when specifically approved by DSA.

✔ f. Inspect welding of stairs and railing systems. Periodic SI* 1705A.2.1; AISC 360-16 (AISC 341-16 as applicable); AWS D1.1 & D1.3;

DSA IR 17-3. * May be performed by the project inspector when specifically approved by DSA.

g. Verification of reinforcing steel weldability. Periodic SI 1705A.3.1; AWS D1.4; DSA IR 17-3. Verify carbon equivalent reported on mill certificates.

h. Inspect welding of reinforcing steel. Continuous SI Table 1705A.2.1 Item 5b, 1705A.3.1, Table 1705A.3 Item 2, 1903A.8; AWS D1.4; DSA IR 17-3.

DSA 103-22: LISTING OF STRUCTURAL TESTS & SPECIAL INSPECTIONS(SIGNATURE), 2022 CBC Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DGS DSA 103-22 (Revised 12/01/2022) Page 10 of 11

Name of Architect or Engineer in general responsible charge:

Name of Structural Engineer (When structural design has been delegated):

Signature of Architect or Structural Engineer: Date:

Note: To facilitate DSA electronic mark-ups and identification stamp application, DSA recommends against using secured electronic or digital signatures.

DSA STAMP

DSA 103-22: LIST OF REQUIRED VERIFIED REPORTS, CBC 2022

Application Number:

04-122275

School Name:

State Wide PC

School District:

State Wide PC

DSA File Number: Increment Number: Date Created:

2023-07-27 16:53:44

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DGS DSA 103-22 (Revised 12/01/2022) Page 11 of 11

1. Structural Testing and Inspection: Laboratory Verified Report Form DSA 291

2. Shop Welding Inspection: Laboratory Verified Report Form DSA 291, or, for independently contracting SI, Special Inspection Verified Report Form

DSA 292

3. Field Welding Inspection: Laboratory Verified Report Form DSA 291, or, for independently contracting SI, Special Inspection Verified Report Form DSA

4. High-Strength Bolt Installation Inspection: Laboratory Verified Report Form DSA 291, or, for independently contracting SI, Special Inspection Verified Report Form DSA 292

Exp. 03/31/24

08/14/2311/6/2023

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

APPROVED

DIV. OF THE STATE ARCHITECT

APP:

REVIEWED FOR

SS FLS ACS

DATE:

CG✔ ✔ ✔

04-122275

11/07/2023

PC

C35462

L

IC

ENSED A

T

RCHITEC

R 7EN. 0 - 30- 2

S

AT

A

T E

OF C A L I FO

R N

I

D.

Y O

H

PAC

T N

A N

OCEH

T A Y L O

R

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124686