Plans_012027E.pdf

13 12 12 12

2 2

NO

PAR K I NG

PROJECT MANAGER: AMY SMITH

AMY.SMITH@DGS.CA.GOV

ARCHITECTURE: EDGAR REYES

EDGAR.REYES@DGS.CA.GOV

MECHANCIAL: NICK GASPARRO

NICK.GASPARRO@DGS.CA.GOV

ELECTRICAL: SCOTT WHEELER

THE ENGINEERING ENTERPRISE

SCOTT@ENGENT.COM

PROJECT LOCATION

PROJECT LOCATION

26501 AVENUE 140

PORTERVILLE, CA 93258

PORTERVILLE, TULARE COUNTY

WORTH AVE.

H

IL

L C

R E

S T

S T

R O

A D

P L A

N O

S T

CAMPUS MAP

SEQUENCE DESIGNATOR

SUBSET DESIGNATOR

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

EXAMPLE:

G - GENERAL

C - CIVIL

A - ARCHITECTURE

S - STRUCTURAL

EXAMPLE:

0 - GENERAL

1 - PLANS

EXAMPLE:

0 - SITE

1 - DEMOLITION

SHEET INDEX LEGEND

2 - FLOOR

# - ETC

2 - ELEVATIONS

# - ETC

M - MECHANICAL

P - PLUMBING

E - ELECTRICAL

X - ETC

PROJECT TEAMSHEET INDEXAPPLICABLE CODES

PARTIAL LIST OF APPLICABLE CODES

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

2022 CALIFORNIA BUILDING CODE (CBC), 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 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

2019 ASME A17.1/CSA B44-16 SAFETY CODE FOR ELEVATORS AND ESCALATORS

PARTIAL LIST OF APPLICABLE STANDARDS

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA

AMENDED) -- 2025 EDITION

NFPA 14 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS (CA

AMENDED) --2024 EDITION

NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS -- 2024 EDITION

NFPA 17A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS -- 2024 EDITION

NFPA 20 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION -- 2025 EDITION

NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION -- 2023

EDITION

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCES (CA AMENDED) -- 2025 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED) -- 2022 EDITION

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES - 2025

EDITION

NFPA 2001 STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA

AMENDED) - 2018 EDITION

UL 300 STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR

PROTECTION OF COMMERCIAL COOKING EQUIPMENT-- 2005 (REV. 2014)

UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS,

INCLUDING ACCESSORIES -- 2023 EDITION

UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING

SYSTEMS -- 1999 EDITION

FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2019 CBC (SFM)

CHAPTER 35 AND CALIFORNIA FIRE CODE (CFC) CHAPTER 80.

SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA AMENDMENTS

TO THE NFPA STANDARDS

AMERICANS WITH DISABILITIES ACT 2010 STANDARDS INCLUDING:

• TITLE II REGULATIONS AT 28 CFR PART 35.151 AND;

• 2004 AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES (ADAAG) AT 36

CFR PART 1191 APPENDICES D AND C

WHERE THESE TWO DIFFER, 28 CFR PART 35.151 SHALL PREVAIL

BUILDING INFORMATION SHEET INDEX LEGEND PROJECT SCOPE

REMOVE EXISTING ROOFING SYSTEM AND RELATED ACCESSORIES DOWN TO STRUCTURAL

DECK, ABATEMENT OF HAZARDOUS MATERIALS AS NECESSARY. REPLACE WITH NEW

ROOFING SYSTEM INCLUDING RIGID INSULATION, COVER BOARD, A SINGLE-PLY

MEMBRANE, ROOFTOP FALL PROTECTION SYSTEM, AND ALL REQUIRED FLASHING. INSTALL

NEW EQUIPMENT CURBS AS NECESSARY. REMOVE EXSITING SKYLIGHTS (2) AND REPLACE

WITH WOOD FRAMED DECK AND SHEATHING. ALL WORK SHALL CONFORM TO THE DETAILS

SHOWN AND THE ROOFING MEMBRANE MANUFACTURER'S STANDARD INSTALLATION

DETAILS.

THE SCOPE OF PROJECT DOES NOT CHANGE EGRESS, OCCUPANCY, WALLS, OR EXISTING

FLOOR PLAN. THERE IS NO CHANGE TO BUILDING LAYOUT OR EXPANSION OF BUILDING.

BUILDING IS NO LONGER USED AS SCHOOL AND NOW HOUSES OFFICES.

TOTAL : 20 SHEETS

CENTRAL SCHOOL

SCALE 1" = 400'

NONSTRUCTURAL PROVISIONS

OCCUPANCY GROUPS AND VARIED USES:B ( E AT TIME OF CONSTRUCTION PER 1949 UBC)

BUILDING CONSTRUCTION TYPE:VB (CONSTRUCTED AS TYPE V UNDER 1949 UBC)

NUMBER OF STORIES:01

ACTUAL BUILDING HEIGHT:12' 10"

BUILDING AREA IN SQUARE FEET:18,000

AREA OF PROJECT IN SQUARE FEET:29,550 (ROOF REPLACEMENT)

SEPARATED, NON-SEPARATED, ACCESSORY USE:NON-SEPARATED

ALLOWABLE AREA:18,000 S.F.

AREA INCREASE:NONE

HEIGHT INCREASE: NONE

FIRE SPRINKLERS (TYPE, FULL, PARTIAL):NONE

FIRE ALARM (TYPE):MANUAL, ADDRESSABLE

OTHER FIRE PROTECTION SYSTEM (TYPE):NONE

SMOKE CONTROL SYSTEM (Y/N):N

OCCUPANT LOAD FOR ENTIRE BUILDING AND EACH FLOOR:134

YEAR BUILDING WAS CONSTRUCTED:1951

HIGH FIRE HAZARD SEVERITY ZONE (Y/N):N

SEISMIC JOINTS AND LOCATIONS:NONE

EMERGENCY RESPONDER RADIO COVERAGE (Y/N):YES

GENERAL

G001 COVER SHEET

G002 ARCHITECTURAL COVER SHEET

G010 ILLUSTRATIVE SITE & DEMO PLAN

G020 (E) SITE IMAGERY

ARCHITECTURAL

A021 AS-BUILT REFERENCE DRAWINGS

A022 AS-BUILT REFERENCE DRAWINGS

A131 ROOF PLAN

A531 ROOFING DETAILS

MECHANICAL

M001 MECHANICAL LEGENDS AND NOTES

M100 OVERALL ROOF PLAN

M141 MECHANICAL ROOF PLAN BUILDING E5

M142 MECHANICAL ROOF PLAN BUILDING E4

M143 MECHANICAL ROOF PLAN BUILDING E6

M144 MECHANICAL ROOF PLAN BUILDING E3

M145 MECHANICAL ROOF PLAN BUILDING E7

M146 MECHANICAL ROOF PLAN BUILDING E1 & E2

M600 MECHANICAL DETAILS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS AND DETAILS

E201 ELECTRICAL ROOF PLAN - CENTRAL SCHOOL

E202 ELECTRICAL ROOF PLAN - CENTRAL SCHOOL

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :3

P

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U s e rs \E d R e y e s\ D e sk to p

\1

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NA

COVER SHEET

000000000012027E

AS NOTED

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

DEVELOPMENTAL SERVICES

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DDS PORTERVILLE ROOF REPLACEMENT - CENTRAL SCHOOL

PROJECT NUMBER: 000000000012027E

V1

NORTH

No. Date Description

SFM Permit No

25-S-2521

07/31/27

07-28-25

ISSUE DATE: OCTOBER 9, 2025

D

ROOM NAME

AND NUMBER

DOOR NUMBER

WINDOW TYPE

KEYNOTE REFERENCE

NORTH ARROW

GRID LINE

WALL TYPE (SEE A611) 1S4A

REVISION CLOUD

(EXTENT OF REVISION)

SECTION REFERENCE

SECTION NUMBER

SHEET NUMBER

CENTERLINE

BREAK LINE

MATCH LINE

ELEVATION MARK

OR DATUM POINT

DETAIL REFERENCE

INTERIOR ELEVATION REFERENCE

ELEVATION NUMBER

SHEET NUMBER

ALIGN SURFACES

REVISION IDENTIFIER

T.O.PARAPET

24'-0"

OFFICE

1t

A221

EXTERIOR ELEVATION REFERENCE A2111

E A

S T

ARCHITECTURAL SYMBOLS

A5.1

A5.1

01-01SIGNAGE REFERENCE

EARTH

POROUS FILL

CONCRETE

CONCRETE BLOCK

BRICK

METAL

CONTINUOUS WOOD

SHIM OR NON-CONT. WOOD BLKING

FINISH WOOD

PLYWOOD

GYPSUM WALLBOARD

STONE

RIGID INSULATION

BATT INSULATION

ACOUSTIC TILE

PLASTER ON METAL LATH

TILE

SEALANT W/ BACK-UP MATERIAL

ARCHITECTURAL MATERIALS GENERAL NOTES

1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO THE PROJECT. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION (AHJ).

2. THE CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE STATE REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF

WORK, IF SITE / FIELD CONDITIONS ARE FOUND TO BE DIFFERENT FROM THE DRAWINGS.

3. PROTECT ALL UTILITY LINES DURING CONSTRUCTION. IF DISCONNECTION IS REQUIRED COORDINATE WITH THE STATE PRIOR TO WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTION FOR A FULLY OPERATIONAL SYSTEM.

4. ALL DIMENSIONS SHOWN ARE EXISTING CONDITIONS. DO NOT SCALE FROM DRAWINGS, FIGURED DIMENSIONS GOVERN OVER NOMINAL

DIMENSIONS.

5. ALL HEIGHTS ARE DIMENSIONED FROM FINISHED FLOOR, (U.O.N.)

6. "TYPICAL" OR "TYP." SHALL INDICATE STANDARD FOR OTHER LIKE CONDITIONS THROUGHOUT THE WORK.

7. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN

AND/OR ELEVATIONS.

8. THE CONTRACTOR SHALL, AT ALL TIMES DURING THE COURSE OF THE WORK, KEEP THE CONSTRUCTION AREA, THE STATE PREMISES, INCLUDING STREETS AND OTHER AREAS USED BY THE CONTRACTOR, CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AS REQUIRED. AT THE COMPLETION OF THE WORK, REMOVE FROM THE BUILDING AND THE PREMISES ALL SURPLUS MATERIALS AND DEBRIS, AND CLEAN THE SITE THOROUGHLY TO THE

SATISFACTION OF THE STATE.

9. FACILITIES HANDLING, STORING, SELLING, AND USING HAZARDOUS, COMBUSTIBLE, OR FLAMMABLE MATERIALS SHALL COMPLY WITH THE

APPLICABLE SECTIONS OF THE CALIFORNIA FIRE CODE.

10. DISCOVERY OF DETERIORATING AND NON-CONFORMING CONDITIONS WILL BE BROUGHT TO THE ATTENTION OF THE STATE.

CORRECTIVE WORK WILL BE PERFORMED AS DIRECTED BY THE STATE.

11. GENERAL NOTES SHALL APPLY TO THE ENTIRE WORK UNDER THIS CONTRACT.

12. ALL CONSTRUCTION WORK: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. SHALL BE CARRIED OUT IN ACCORDANCE WITH ALL CODES, RULES, AND REGULATIONS GOVERNING CONSTRUCTION AND THE USE OF FACILITIES AS SET BY STATE CODES.

13. ALL SURFACES OF NEW CONSTRUCTION SHOULD BE PAINTED OR APPLIED FINISH MATERIALS PER CONSTRUCTION DOCUMENTS OR

MANUFACTURER'S RECOMMENDATION.

14. THE CONTRACTOR SHALL VERIFY SITE CONDITION AND FEASIBILITY OF INSTALLATION BEFORE PROCURING PRODUCTS. SUBMITTALS

ARE REQUIRED FOR REVIEW.

ARCHITECTURAL ABBREVIATIONS

NOTE: ADDITIONAL AND OR VARIED ABBREVIATIONS MAY BE FOUND IN OTHER DISCIPLINES. IF THERE IS A CONFLICT, ABBREVIATIONS IDENTIFIED IN OTHER DISCIPLINES DICTATE WHITHIN THE APPLICABLE DISCIPLINE DRAWINGS.

℄ CENTERLINE

⌀ DIAMETER OR ROUND

# NUMBER

AC ASPHALT CONCRETE

ACC ACCESSORY

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AR ACCESSIBLE ROUTE

ARCH ARCHITECTURAL

ASB ASBESTOS

AVG AVERAGE

B BASE

BD BOARD

BLDG BUILDING

BO BOTTOM OF

BOT BOTTOM

C DEGREE CELCIUS

CATV CABLE TELEVISION

CCTV CLOSED-CIRCUIT TELEVISION

CF CUBIC FEET

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CJ CONTROL JOINT

CI CAST IRON

CLR CLEAR

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

COMP COMPOSITION

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUATION OR CONTINUOUS

CORR CORRIDOR

CP CARPET

CS CONC SEALER

CT CERAMIC TILE

DBL DOUBLE

DEPT DEPARTMENT

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISH WASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EXP EXPANSION

EXPSD EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAB FABRIC

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FINISH GRADE

FLR FLOOR

FLRG FLOORING

FLS FIRE LIFE SAFETY

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FRP FIBERGLASS REINFORCED PLASTIC

FRZR FREEZER

FS FIRE SUPPRESSION

FT FOOT OR FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GI GALVANIZED IRON

GL GLASS

GSM GALVANIZED SHEET METAL

GSP GALVANIZED STEEL PIPE

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYPBD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JB JUNCTION BOX

JAN JANITOR

JT JOINT

KIT KITCHEN

L LENGTH

LAB LABORATORY

LAV LAVATORY

LB POUND

LTG LIGHTING

M METER

MAX MAXIMUM

MBL MARBLE

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MTD MOUNTED

MTL METAL

MUL MULLION

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OFF OFFICE

OH OPPOSITE HAND

OPP OPPOSITE

O/ OVER

P PAINT

PL PROPERTY LINE OR PLATE

PL PLANTER

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLYWOOD

POT PATH OF TRAVEL

PR PAIR

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RCPT RECEPTION

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

RR RESTROOM

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SAWPM SELF-ADHERING WATERPROOF MEMBRANE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SDST SELF DRILLING SELF TAPPING

SF SQUARE FEET, SQUARE FOOT

SIM SIMILAR

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTACLE

SQ SQUARE

SSC SOLID SURFACE COUNTERTOP

SS SERVICE SINK

SST STAINLESS STEEL

ST STONE

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SUPPL SUPPLEMENTAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINATION

THK THICK

TJ TOOLED JOINT

TO TOP OF

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UR URINAL

V RESILIENT FLOOR

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WALL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCHR WHEELCHAIR

WCT WAINSCOT

WCV WALL COVERING

WD WOOD

WH WATER HEATER

WP WATER PROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

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G002

LH ER ER

NA

ARCHITECTURAL

COVER SHEET

000000000012027E

NTS

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

V1

No. Date Description

SFM Permit No

25-S-2521

07/31/27

TYP.

20' - 0"

SOUTH CIRCLE DRIVE

E-1

E-2E-7

E-3

E-4

E-6

E-5

E-1

E-2E-7

E-3

E-4

E-6

E-5

PROPOSED STAGING AREA, V.I.F.

101101101101

101101 101101

101101101101

103103

103 103

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

107107

R

ID

G E

R

ID

G E

R

ID

G E

RIDGE

SITE PLAN NOTES - GENERAL

DEMO ROOF NOTES

1. CONTRACTOR WILL MAINTAIN AN ALL-WEATHER APPROVED EMERGENCY

VEHICLE ACCESS ROADWAY WITH A MINIMUM DIMENSION OF 20' IN WIDTH

AND 13' - 6" IN VERTICAL CLEARANCE THROUGHOUT CONSTRUCTION

PERIOD CONFORMING TO CFC §503, §3310.1 & NFPA 241 AND

COORDINATED WITH CSFM AND LOCAL AHJ PRIOR TO COMMENCEMENT OF

ANY SITE AND ACCESS ALTERATION

2. ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL

COMPLY WITH THE REQUIREMENTS OF CFC CH. 11, CH. 33 AND NFPA 241

FIRE-PREVENTION PROGRAM THROUGHOUT ALL PHASES OF

CONSTRUCTION

3. PROJECT EXEMPT FROM 11B-202.4 PATH OF TRAVEL REQUIREMENTS IN

ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS THROUGH

EXEMPTION 7, REROOFING

4. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND

BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.

5. STAGING AREA SHOWN IS ILLUSTRATIVE ONLY, GENERAL CONTRACTOR

MUST VERIFY WITH OWNER FOR FINAL LOCATION. EXISTING SURFACE

STRIPING TO BE PROTECTED FOR CONSTRUCTION DURATION. AREA TO BE

PROTECTED AND SECURED WITH TEMPORARY CHAINLINK FENCE AND

GATE.

1. REMOVE AND DISCARD ALL EXISTING ROOFING SYSTEMS AS INDICATED,

DOWN TO THE STRUCTURAL DECK. INSPECT EXISTING ROOF DECK, REMOVE

AND REPLACE DAMAGED SUBSTRATE AS NECESSARY, 10% ASSUMED.

2. BUILDING SHALL REMAIN OCCUPIED AND OPERATIONAL AT ALL TIMES. ALL

ROOFTOP EQUIPMENT, DEVICES, ETC. MAY BE INTERMITTENTLY DISPLACED

FOR NEW WORK, BUT SHALL REMAIN OPERATIONAL AT ALL TIMES.

CONTRACTOR TO SUBMIT DETAILED WRITTEN DESCRIPTION OF PLANNED

DEMOLITION STAGES AND PHASED SEQUENCING IN ADVANCE OF THE WORK.

3. REMOVE (E) GUTTER AND DOWNSPOUT FOR REROOFING WORK.

4. REMOVE (E) METAL COPING / FASCIA, & FLASHING / COUNTERFLASHING.

5. REMOVE (E) ROOF EXHAUST MECHANICAL FANS AND CURB. REPLACE CURB

AND PREPARE WOOD DECK FOR NEW CURB INSTALLATION AND REROOFING

WORK. NOTIFY THE STATE IF ANY DISCREPANCIES BEFORE COMMENCING OF

WORK. SEE MECHANICAL SHEETS FOR ADDTIONAL INFORMATION.

6. INSPECT (E) ROOF DECK OPENING AT PENETRATIONS, REMOVE (E) RAISED

CURBS AS NECESSARY (10% ASSUMED) TO BE REPLACED WITH RAISED

CURBS TO ADDRESS INCREASED ISO RIGID INSULATION THICKNESS.

TEMPORARILY REMOVE UNIT / EQUIPMENT FOR REINSTALLATION AFTER NEW

RAISED CURB & GSM FLASHING IS INSTALLED.

7. REMOVE ALL UPSTANDING ROOF MATERIAL, PREPARE SURFACE TO RECEIVE

NEW SCOPE OF WORK. TEMPORARILY REMOVE ALL CONDUIT AND DEMOLISH

WOOD CONDUIT SUPPORTS.

8. REMOVE FLASHING AT MECHANICAL SCREEN SUPPORTS, AND PREPARE

SURFACE FOR NEW FLASHING.

DEMO ROOF - LEGEND

KEY NOTES

REMOVE (E) FLASHING

AT MECHICAL EQUIPMENT,

SEE MECHANICAL

DRAWINGS

REMOVE (E) FLASHING AT (E)

ROOF PENETRATIONS

REMOVE (E) FLASHING AT

ROOF EDGE

REMOVE EXISTING ROOFING.

PREPARE (E) DECKING FOR

ROOFING SYSTEM

REMOVE CONDUIT BLOCKING,

DISCONNECT CONDUIT, SEE

MECHANICAL DRAWINGS

TEMPORARILY REMOVE MECHANICAL

EQUIPMENT FOR NEW ROOF

INSTALLATION. SEE MECHANICAL.

REMOVE GUTTER AND

DOWNSPOUT

DEMOLISH (E) WALKPAD

(E) ROOF RIDGE AND VALLEY

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Reference North Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :3

P

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U s e rs \E d R e y e s\ D e sk to p

\1

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R e ro o f.

rv t

G010

LH ER ER

NA

ILLUSTRATIVE SITE &

DEMO PLAN

000000000012027E

AS NOTED

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

V1

3/64" = 1'-0"1 CENTRAL SCHOOL - ROOF DEMO PLAN

# DESCRIPTION

101 REMOVE (E) ROOFING AND (E) RIGID INSULATION IN ITS ENTIRETY.

102 REMOVE AND REPLACE (E) GUTTER & DOWNSPOUTS. REPLACE WOOD

FASCIA IF DAMAGE TO BE FOUND DURING GUTTER REMOVAL (10%

ASSUMED).

103 REMOVE (E) METAL FASCIA AT ROOF EDGE.

104 REMOVE (E) WALKING PADS.

105 TEMPORARILY REMOVE (E) ACCESS LADDER.

106 TEMPORARILY REMOVE (E) MECHANICAL VENT / EQUIPMENT, CURB &

FLASHING ASSEMBLY SEE MECHANICAL DWGS.

107 REMOVE SKYLIGHT GLAZING AND FASTENERS. PREPRARE CURB FOR NEW

JOIST FRAMING AND ROOF COVERING.

No. Date Description

SFM Permit No

25-S-2521

07/31/27

07-28-25

(E) FIRE APPARATUS ACCESS ROAD

IMAGE 01

IMAGE 02

IMAGE 03

IMAGE 04

IMAGE 05

IMAGE 06

IMAGE 07

IMAGE 08

IMAGE 09

IMAGE 10

IMAGE 11

IMAGE 12KEY PLAN

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :3

P

M C

U s e rs \E d R e y e s\ D e sk to p

\1

E A

R C

R e ro o f.

rv t

G020

LH ER ER

NA

(E) SITE IMAGERY

000000000012027E

NTS

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

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

No. Date Description

SFM Permit No

25-S-2521

07/31/27

07-28-25

V1

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :2

P

M C

U s e rs \E d R e y e s\ D e sk to p

\1

E A

R C

R e ro o f.

rv t

A021

LH ER ER

NA

AS-BUILT

REFERENCE

DRAWINGS

000000000012027E

NTS

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

No. Date Description

FOR REFERENCE ONLY - NOT TO SCALE

SFM Permit No

25-S-2521

07/31/27

07-28-25

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :3

P

M C

U s e rs \E d R e y e s\ D e sk to p

\1

E A

R C

R e ro o f.

rv t

A022

LH ER ER

NA

AS-BUILT

REFERENCE

DRAWINGS

000000000012027E

NTS

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

No. Date Description

FOR REFERENCE ONLY - NOT TO SCALE

SFM Permit No

25-S-2521

07/31/27

07-28-25

E-1

E-2E-7

E-3

E-4

E-6

E-5

A531

RIDGE

R

ID

G E

R

ID

G E

R

ID

G E

A531

A531

113' - 8"

115' - 2"

167' - 0" 129' - 8"

113' - 0"

113' - 8"

A531

RIDGE

A531

A531

A531

A531

A531

A531

A531

136' - 8"

14' - 0"

12' - 7"

MAX

36' - 0"

TYP

TYP

TYP

TYP

TYP

TYP

TYP

204204

204204

2062069

A531

TYP

TYP

TYP

A531

TYP

A531

TYP

TYP

TYP

TYP

A531

TYP

A531

TYP

A531

TYP

A531

T Y

P

T Y

P

T Y

P

T Y

P

T Y

P

T Y

P

301 301

A531

A531

A531

TYP

TYP

TYP

A531

A531

A531

A531

A531

TYP

SHEET LEGEND - ROOF

(E) MECHANICAL

EQUIPMENT, REPLACE (E)

FLASHING

FLASHING AT (E) ROOF

PENETRATIONS

SLOPE & DIRECTION 1/2" / 12" MIN.

RIDGE

FLASHING AT ROOF EDGE

1/X" = 1'-0"

ADHERED PVC ROOFING WITH

SUPPLEMENTAL MECHANICAL

ATTACHMENT

CONDUIT AND CONDUIT BLOCK

SUPPORT (SEE MECHANICAL)

MECHANICAL EQUIPMENT

DISCONNECT AND UNINSTALL.

RELOCATE. PROVIDE FLASHING

AT CURBS. REPAIR PLATFORM

AND CURBS AS REQUIRED.

GUTTER AND DOWNSPOUT

A531

A531

A531

FALL PROTECTION ANCHOR

POINT

A531

A531

A531

A531

GENERAL NOTES

1. DASHED LINES INDICATE WALL BELOW, CONTRACTOR TO VERIFY IN FIELD.

2. ALL ROOF DECK HEIGHTS ARE MEASURED FROM THE MAIN T.O. FINISHED

FLOOR AT DATUM +0'-0" U.O.N.

3. EXISTING ROOF PITCH (1/2" / 1'-0" MIN.) TO REMAIN AND TO BE VERIFIED IN

FIELD. CONFIRM COMPLIANCE WITH MANUFACTURE'S WARRANTY.

4. INSTALL NEW BOX GUTTERS ALONG LOWER ROOF EDGE OF BUILDINGS E1-E7

AND DOWNSPOUTS LOCATIONS INDICATED ON DRAWINGS.

5. PROVIDE NEW RIGID INSULATION AND TAPERED POLYISOCYANURATE RIGID

INSULATION FOR IMPROVED ENERGY EFFICIENCY. MINIMUM R-VALUE

REQUIRED IS R-23.

6. PROVIDE NEW 1/4" FIBERGLASS COATED GYPSUM BOARD (DENSDECK OR

EQUAL) ROOF BOARD.

7. PROVIDE NEW PVC SINGLE-PLY ROOF MEMBRANE WHITE COLOR.

8. PROVIDE CRICKETS AT PENETRATIONS FOR POSITIVE DRAINAGE.

9. METAL FLASHING AND METAL TRIM TO MATCH EXISTING TRIM OR FLASHING.

KEYNOTES

/12 A531

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:0 :3

P

M C

U s e rs \E d R e y e s\ D e sk to p

\1

E A

R C

R e ro o f.

rv t

A131

LH ER ER

NA

ROOF PLAN

000000000012027E

AS NOTED

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

V1

1/16" = 1'-0"1 ROOF PLAN

0' 8' 16' 32' 64'

# DESCRIPTION

201 NEW ACCESS LADDER.

202 (E) MECHANICAL EQUIPMENT TO BE REINSTALLED AND CONNECTED TO (E)

DUCTWORK WITH NEW RAISED CURB (AS REQUIRED) & FLASHING, SEE

MECHANICAL SHEETS. MAINTAIN A MININUM 3 FEET CLEARANCE FOR

MAINTENANCE. SEE DTL 6/A531 FOR FLASHING AND MECH SHEETS.

203 NEW METAL BOX GUTTER & DOWNSPOUT SYSTEM.

204 NEW GSM METAL FASCIA AT ROOF EDGE.

206 FRAME OVER EXSTING SKYLIGHT SYSTEM. SEE DTL.

301 FALL PROTECTION ZONE, SERVICEABLE EQUIPMENT & DEVICES WITHIN FALL

PROTECTION ZONE SHALL BE SUPPLIED WITH FALL PROTECTION RESTRAINT

SYSTEM.

No. Date Description

SFM Permit No

25-S-2521

07/31/27

FASTEN COVER BOARD

RIGID INSULATION TO

SUBSTRATE PER MFR.

RECOMMENDATIONS AND

DTL 6/A531

SINGLE-PLY MEMBRANE

FULLY ADHERED TO COVER

BOARD

ADHESIVE

1/4" GLASS MAT-FACED

GYP COVER BOARD

TAPERED RIGID INSULATION

SLOPE PER ROOF PLAN

3" BASE LAYER RIGID

INSULATION (OMIT AT

WALKWAYS AND SKYLIGHT

REPLACEMENT)

VAPOR BARRIER

SUBSTRATE

CALCULATION (SEE NOTE)

SPACING BY UPLIFT

FASTENERS 4" OC

STAGGERED

FLASHING STRIP, HOT-AIR

WELDED

ALUMINUM TAPE OVER JOINT

COATED METAL

1/4" GAP

2"

4"

4" M

IN

4" OC

1/2" DRIP TYP

FLASHING STRIP,

CONT WELDED

COVERBOARD & INSULATION

FASTENER

SINGLE-PLY

ASSEMBLY

SUPPLEMENTAL

ATTACHMENT @ 12" OC MAX

AT SLOPE CHANGES

GREATER THAN 1:12

SUBSTRATE

5" MIN

(E) MECHANICAL UNIT, SEE

MECH DWGS FOR BASE RAIL

& ADDITIONAL SECUREMENT

TO CURB

FASTENER W/ NEOPRENE

WASHER 12" OC, MAX

COATED GSM COUNTER

FLASHING W/ DRIP

SET IN CONT SEALANT

SINGLE-PLY MEMBRANE

FLASHING

SUPPLEMENTAL

FASTENER

CONT WELD SINGLE-PLY

FLASHING TO SINGLE-PLY

MEMBRANE

SINGLE-PLY

ASSEMBLY

2" MIN

SUBSTRATE

5" MIN

A531

A531

A

CORNER DEFINITON

DIAGRAM NTS

BLDG HEIGHT

LESS 60'

BLDG HEIGHT

60' OR HIGHER

2X

SUPPLEMENTAL

ATTACHMENT AT PERIMETER

SUPPLEMENTAL

ATTACHMENT AT ALL

PENETRATION PER

MIN 4 PER

PENETRATION

FULLY ADHERED SINGLE-PLY

TO COVER BOARD

COVER BOARD & INSULATION

ATTACHMENT PER MFG

SUPPLEMENTAL

ATTACHMENT AT ALL CURBS

12" MAX

M A

X

3" LAP MIN

X

B

PLAN

NOTE:

THE SINGLE-PLY ASSEMBLY MUST HAVE BEEN SUCCESSFULLY TESTED BY

A QUALIFIED TESTING AGENCY FOLLOWING ANSI/FM 4474 TO RESIST THE

DESIGN UPLIFT PRESSURES CALCULATED PER ASCE 7 BY A LICENSED

ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. ASSEMBLY UPLIFT

PRESSURES SHALL BE NOT ASSUMED TO BE LESS THAN 60 LBS/SQ FT.

(4) 3/4" DIA. x 3.75" MIN. EFFECTIVE

EMBEDMENT HILTI KB TZ 2 SS 316

PER ICC ESR 4266

3/4" DIA. S.S. U-BAR

3" DIA. DOUBLE EXTRA STRONG

GALV. PIPE, PAINT YELLOW

(4) 3/4" DIA. BOLTS MIN.

7/8" x 14" SQR. HIGH STRENGTH

GALV. STEEL BASE PLATE

(E) WOOD SUBSTRATE

7/8" x 14" SQR HIGH STRENGTH GALV.

STEEL BASE PLATE

1' - 2"

3" DIA. DOUBLE EXTRA STRONG PIPE

TYP.

3/8

INSULATION SECURED AS

SPECIFIED

PVC MEMBER, ADHERED

HOT-AIR WELD

MEMBRANE ATTACHMENT

BAR FASTENED 12"O.C. MAX.

SPACING

PVC FLASHING MEMBRANE

ADHERED TO ACCEPTABLE

SURFACE

COVER BOARD

STORM COLLAR

A531

(E) WOOD STRUCTURE

5 X 5 BOX GUTTER SYSTEM WITH

GUTTER SPACER & COVER.

COORDINATE INSTALLATION

HEIGHT WITH GUTTER AT DTL.

HOT-AIR WELDED CONT

MEMBRANE, FLASHING

(E) WOOD DECK 2X8

T&G

CONT 22 GA GALV. SHEET METAL

EDGE FLASHING OVER ROOF

MEMBRANE W/ FASTENERS AS

RECOMMENDED BY ROOFING

SYSYTEM MFR. ( @ 12" O.C. MAX

W/CONTINUOUS CONCEALED CLEAT)

0' - 3"

0' - 5"

M

IN

/2

0' - 5"

WOOD BLOCKING

SINGLE-PLY ASSEMBLY

M

IN

(E) 2x3 FASCIA , PRIME

AND PAINT TO MATCH

(E), REPLACE FASCIA

AND FASTENERS IN

KIND WHERE DAMAGED

DOWNSPOUT TO

COLUMN IN SAME

LOCATION AS (E), SEE

DETAIL 7/A531

A531

SINGLE-PLY ROOF

ASSEMBLY

UNIVERSAL COLLAR

APPROVED FASTENER

AND DISC PER MFR., 1"

MIN. EMBEDMENT

M

IN

HOT-AIR WELD

COUPLING FOR

EXTENSION W/ HOSE

CLAMP SEE MECHANICAL

BASE FLASHING PER MFR.

HOT-AIR WELD

NEW EXTENSION AS

REQUIRED

ALUMINUM TAPE AS

REQ'D @ (E) PIPE

ELASTIC SEALANT W/ S.S.

HOSE CLAMP

(E) PLYWOOD TO REMAIN

5/8" DEEP SEALANT

NOTE: SEE MECHANICAL DETAILS FOR ADDITIONAL

PIPE INFORMATION

4" X 4" 22 GA

DOWNSPOUT

WHERE DRAIN NOT

PRESENT, SPLASH BLOCK

ON GRADE / ROOF, SET IN

PLACE TO PROVIDE POSITIVE

DRAINAGE AWAY FROM

BUILDING

OPEN AT BOTTOM OF

DOWNSPOUT WHERE NO

DRAIN (E). ROUTE TO DRAIN

WHERE PRESENT.

ATTACH 16 GA GALVANIZED

DOWNSPOUT STRAP

BRACKET AROUND ROUND

STEEL COLUMN. ATTACH AT

TOP AND BOTTOM.

(2) 3/16" GALV. SMS EA SIDE

OF DOWNSPOUT

(E) STEEL COLUMN

M

IN

SUPPLEMENTAL

ATTACHMENT

CONT WELD

SINGLE-PLY MEMBRANE

FLASHING

GROMMETTED FASTENER

@ 12" OC, FASTENER TO BE

APPROPRIATE TYPE FOR

WALL SUBSTRATE

SEALANT

FASTENED @ 12" OC,

FASTENER TO BE

APPROPRIATE TYPE FOR

WALL SUBSTRATE

5" MIN

COVER BOARD &

INSULATION

FASTENER

SINGLE-PLY ASSEMBLY

A531

A531

HOT-AIR WELDED

CONTINUOUS MEMBRANE

FLASHING

(E) WALL WITH

CEMENT PLASTER

SYSTEM

WOOD BLOCKING

(E) 2X3

SINGLE-PLY

ASSEMBLY

A531

CONT 22 GA GALV. SHEET

METAL EDGE FLASHING

OVER ROOF MEMBRANE

W/ FASTENERS AS

RECOMMENDED BY

ROOFING SYSTEM MFR.

( @ 12" O.C. MAX

W/CONTINUOUS

CONCEALED CLEAT)

M

IN

0' - 5"

SCREW W/ NEOPRENE

WASHER

4' - 0"

2x4 FRAME @ 16" SPACING

FASTENED TO (E) SKYLIGHT

FRAME (E) 4x12 ROOF STRUCTURE, TYP

(E) 2x8 T&G WOOD DECK, TYP

5/8" PLYWOOD

COVERBOARD

TAPERED RIGID INSULATION

CONT 22 GA GALV. SHEET METAL EDGE FLASHING OVER

ROOF MEMBRANE W/ FASTENERS AS RECOMMENDED BY

ROOFING SYSTEM MFR. TYP.

M

IN

T

Y P

HOT AIR WELDED CONTINUOUS MEMBRANE FLASHING, TYP.

SINGLE PLY MEMBRANE

TYP.

0 - 5"

COVER BOARD

(E) SKYLIGHT WOOD FRAME

NOTE: REMOVE (E) LADDER FOR

ROOF INSTALLATION, RE-INSTALL

LADDER WITH MODIFICATIONS AS

NECESSARY TO MEET DETAIL

REQUIREMENTS OR REPLACE

WITH LADDER MEETING

REQUIREMENTS.

LADDERS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE FOLLOWING:

(1) SIDE RAILINGS SHALL EXTEND NOT LESS

THAN 42 INCHES ABOVE THE ROOF.

(2) LANDING PLATFORM REQUIRED WHEN

HEIGHT EXCEEDS 20 FEET. LANDINGS 24"

MIN. IN WIDTH AND 30" MIN IN LENGTH.

(3) WIDTH SHALL BE NOT LESS THAN 16

INCHES ON CENTER.

(4) TOE SPACE SHALL BE NOT LESS THAN 7

INCHES RUNGS SPACING SHALL NOT

EXCEED 12 INCHES ON CENTER, AND EACH

RUNG SHALL BE CAPABLE OF SUPPORTING

A 300 POUND LOAD.

1' - 4" MIN.

5/8"X2" METAL STRINGERS

3/4" X 1'-4" MIN. LONG

METAL RUNG

BENT 9" X3"X1/4" PLATE

STRAPS-WELD TO

STRINGER, ATTACH W/ 1/2"

DIA BOLTS, TYP

B- PLAN

A- ELEVATION C- SECTION

STRINGER

TYP

RUNG

PLATE STRAPS

D- WELD AT

STRINGER

M

IN

C

B

M A

X

1' - 4" MIN.

ROOF

M

IN

ROOF

NOTE: WHERE RUNG MODIFICATIONS REQUIRED

2' - 0" MAX

1' - 6" MIN.

MIN.

7"

M A

X

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f

G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

/2

/2

:5 :2

P

M C

U s e rs \E d R e y e s\ D e sk to p

\1

E A

R C

R e ro o f.

rv t

A531

LH ER ER

NA

ROOFING DETAILS

000000000012027E

AS NOTED

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

25-S-2521

3" = 1'-0"1 SINGLE PLY ASSEMBLY

6" = 1'-0"2 FLASHING AT JOINTS

3" = 1'-0"4 PEAK / RIDGE

3" = 1'-0"6 CURB FLASHING UNIT

1/4" = 1'-0"10 SINGLE PLY ASSEMBLY ATTACHEMENT

1 1/2" = 1'-0"8 ANCHOR POINTS

3" = 1'-0"3 ROOF GUTTER & FASCIA

3" = 1'-0"5 VENT STACK FLASHING

3" = 1'-0"7 DOWNSPOUT3" = 1'-0"9 COUNTERFLASH TERM.

No. Date Description

3" = 1'-0"11 TYP. RAKE FLASHING

1 1/2" = 1'-0"12 SKYLIGHT REPLACEMENT FRAMING

3/4" = 1'-0"13 LADDER

07/31/27

07-28-25

AD

F ile

: X :\P ro je ct s\ xx xx \0

7E \D

W G

\P

LT

\M

M

EC

H

AN

IC

AL

L

EG

EN

D S

AN

D

N O

TE

S.

dw g

P lo t D at e:

J un

0,

- 1 2:

pm

Pl ot te d by

: N G as pa rr

V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

LEGENDS AND

NOTES

AS NOTED

M001

M15_LG02

PLUMBING SYMBOLS & PIPE LEGEND

M15_LG01

DUCT AND ACCESSORIES LEGEND

GENERAL NOTES

ABBREVIATIONS

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

6/30/2025

F ile

: X :\P ro je ct s\ xx xx \0

7E \D

W G

\P

LT

\M

O

VE

R

AL

L

R O

O F

PL

AN

.d w g P lo t D at e:

J un

0,

- 1

2:

te d by : N

G as pa rr

V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

OVERALL

ROOF PLAN

AS NOTED

M100

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

OVERALL ROOF PLAN - MECHANICAL WORK1

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

6/30/2025

F ile

: X :\P ro je ct s\ xx xx \0

7E \D

W G

\P

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\M

M

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AN

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AL

R

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F

PL

AN

.d w g

P lo t D at e:

J un

0,

- 1 2:

te d by

: N G as pa rr

V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E5

AS NOTED

M141

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK1

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

KEYNOTES

6/30/2025

F ile

: X :\P ro je ct s\ xx xx \0

7E \D

W G

\P

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\M

M

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IC

AL

R

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F

PL

AN

.d w g

P lo t D at e:

J un

0,

- 1 2:

te d by

: N G as pa rr

V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E4

AS NOTED

M142

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK22

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

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RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

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6/30/2025

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707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E6

AS NOTED

M143

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK22

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

KEYNOTES

6/30/2025

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V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E3

AS NOTED

M144

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK22

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

KEYNOTES

6/30/2025

F ile

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707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E7

AS NOTED

M145

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK22

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

KEYNOTES

6/30/2025

F ile

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V1

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

ROOF PLAN

BUILDING E1 & E2

AS NOTED

M146

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

ROOF PLAN - MECHANICAL WORK22

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

1 SHEET NOTES1

KEYNOTES

6/30/2025

F ile

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707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

C op yr ig ht

5, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

N.GASPARRON.GASPARROM.MILES

MECHANICAL

DETAILS

AS NOTED

M600

PORTERVILLE, CA 93258

DEVELOPMENTAL SERVICES

26501 AVENUE 140

DDS PORTERVILLE

ROOF REPLACEMENT -

TULARE COUNTY

000000000012027E

02-11#### 25-S-2521-C

CENTRAL SCHOOL

M15_FN01

ROOF EXHAUST FAN SUPPORT

M15_DU02

DUCT THRU ROOF DETAIL

M15_AC01

HVAC UNIT SUPPORT

No. M29425

MA

TT

HEW TODD MI LES

RE

G

I S

TE

RED PROFESS IONAL ENGINEER

MECHA NICA LSTATE OF CAL I FORNIA

4 PIPE SUPPORT ON ROOF

PIPE THROUGH ROOF DETAIL

M15_DP01

M15-FH01

FLUE THROUGH ROOF6 6/30/2025

NEW ROOFING

REF. ARCH. DWGS.

20 GAUGE GALVANIZED

STEEL ROOF JACK WITH

EPR RUBBER GROMMET

PIPE BOOT.

(E) CONDUIT

ELASTIC SEALANT

STAINLESS STEEL

HOSE CLAMP.

6# SOFT LEAD

CONE SHAPED

COUNTER FLASHING

NON HARDENING

RTE SILICON RUBBER

CAULKING

NON HARDENING

WET PATCH BLACK

ROOF MASTIC

PROVIDE NEW B-LINE DURA-BLOK

OR EQUAL.

(E) CONDUIT

PROVIDE (N) CONDUIT STRAP

NEW ROOFING

R

ELECTRICAL

E E

NI

GNE

LANOISSEFORP

DERET

SI

G

E R

C A L I F O RN I A

S T A T E

O F

CONSULTING ENGINEERS

ALAMEDA | AUBURN | LOS ANGELES

https://www.engent.com

NEOSHO | SAN DIEGO | SANTA BARBARA

Issue

Project

Supervisor Designed Drawn

DSA App No.

Sheet Title

Project Number

Sheet Scale

Sheet Number

A x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s

R e a l E s ta te S e rv ic e s D iv is io n

BCDEFGHIJKLMNO

ABCDEFGHIJKLMNO

SFM Permit No.

RELATIVE BORDER SCALE IN INCHES

0 1 2 3

DDS PORTERVILLE

ROOF REPLACEMENT -

CENTRAL SCHOOL

26501 AVENUE 140

PORTERVILLE, CA 93258

TULARE COUNTY

DEVELOPMENTAL SERVICES

02-11####

000000000012027E

#E015491 Exp. 06/30/27

SCOTT WHEELER

/1 /2 :0 :1 A M

C U se rs \s h a n e .f ra n k e \D o c u m e n ts \P D C C e n tr a l S c h o o l R o o f

R e p la c e m e n t_ E L E C R sh a n e .f ra n k e .r vt

E001

SW ShF ShF

GENERAL NOTES,

SYMBOLS AND

DETAILS

ELECTRICAL SHEET INDEX

SHEET NO. SHEET NAME

E001 GENERAL NOTES, SYMBOLS AND DETAILS

E201 ELECTRICAL ROOF PLAN - CENTRAL SCHOOL

E202 ELECTRICAL ROOF PLAN - CENTRAL SCHOOL

EXISTING TO REMAIN

EXISTING TO BE REMOVED (R) OR RELOCATED (RR)

NEW CONSTRUCTION

FUTURE CONSTRUCTION

LINESTYLES

POWER DISTRIBUTION

SWITCHGEAR, SWITCHBOARD, DISTRIBUTION BOARD, SUBSTATION OR MOTOR CONTROL

CENTER, FLOOR MOUNTED ON CONCRETE HOUSEKEEPING PAD WHERE INDICATED ON

DRAWINGS. DOUBLE LINE INDICATES FRONT FACE OF GEAR.

DISTRIBUTION BOARD, SURFACE MOUNTED ON WALL.

PANELBOARD, 277/480V, SURFACE MOUNTED ON WALL.

PANELBOARD, 277/480V, FLUSH MOUNTED IN WALL.

PANELBOARD, 120/208V, SURFACE MOUNTED ON WALL.

PANELBOARD, 120/208V, FLUSH MOUNTED IN WALL.

DRY-TYPE STEP-DOWN TRANSFORMER, FLOOR MOUNTED 480-120/208V 3Ø, UON. DOUBLE

LINE INDICATES FRONT FACE OF TRANSFORMER.

ELECTRIC MOTOR, NIEC. MAKE POWER CONNECTIONS ONLY AS NOTED ON PLANS.

EXHAUST FAN MOTOR, SINGLE PHASE, NIEC. MAKE POWER CONNECTIONS TO INCLUDE

JUNCTION BOX MOUNTED, FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER WITH

INTEGRAL DISCONNECT ADJACENT TO FAN WITH 2 #12 CONDUCTORS PLUS GROUND IN

1/2" FLEXIBLE CONDUIT BETWEEN STARTER AND MOTOR.

INDOOR FAN POWERED VAV BOX MOTOR, SINGLE PHASE, NIEC. MAKE POWER

CONNECTIONS TO INCLUDE JUNCTION BOX MOUNTED, FRACTIONAL HORSEPOWER

MANUAL MOTOR STARTER WITH INTEGRAL DISCONNECT ADJACENT TO VAV BOX WITH 2 #

12 CONDUCTORS PLUS GROUND IN 1/2" FLEXIBLE CONDUIT BETWEEN STARTER AND

MOTOR.

MOTOR OPERATED FIRE/SMOKE DAMPER 'FSD', NIEC. SYMBOL DENOTES INTERFACE FOR

POWER CONNECTIONS WITH LOCAL DISCONNECT MEANS. ADJACENT NUMBER INDICATES

QUANTITY OF ACTUATORS PER FSD, EACH REQUIRING A POWER CONNECTION, IF MORE

THAN 1. FOR FIRE ALARM REQUIREMENTS AT FSD, REFER TO FIRE ALARM SYMBOLS.

COMBINATION EXHAUST FAN AND DOWNLIGHT, CEILING MOUNTED. FAN AND LIGHT SHALL

BE CONTROLLED SEPARATELY.

PULLBOX OR HANDHOLE, SIZE AND TYPE AS NOTED ON PLANS.

SAFETY DISCONNECT SWITCH, 3 POLE, UON. ADJACENT NUMBER INDICATES FUSE SIZE

WHEN APPLICABLE. LABELING CONVENTION AS FOLLOWS:

A: 30A, NON-FUSED AF: 30A, FUSED

B: 60A, NON-FUSED BF: 60A, FUSED

C: 100A, NON-FUSED CF: 100A, FUSED

D: 200A, NON-FUSED DF: 200A, FUSED

E: 400A, NON-FUSED EF: 400A, FUSED

F: 600A, NON-FUSED FF: 600A, FUSED

G: 800A, NON-FUSED GF: 800A, FUSED

MAGNETIC MOTOR STARTER WITH INTEGRAL OVERCURRENT PROTECTION. ADJACENT

NUMBER INDICATES NEMA SIZE OF STARTER. "HANDLE" DENOTES INTEGRAL DISCONNECT.

VARIABLE FREQUENCY DRIVE FURNISHED UNDER ANOTHER DIVISION. INSTALL VFD AND

PROVIDE POWER SERVICE CONNECTION UNDER THIS DIVISION. "HANDLE" DENOTES

INTEGRAL DISCONNECT.

ELECTRONICALLY COMMUTATED MOTOR CONTROLLER FURNISHED UNDER ANOTHER

DIVISION. INSTALL ECM AND PROVIDE POWER SERVICE CONNECTION UNDER THIS

DIVISION. "HANDLE" DENOTES INTEGRAL DISCONNECT.

PACKAGE MOTOR CONTROLLER OR STARTER FURNISHED AND INSTALLED UNDER

ANOTHER DIVISION WITH EQUIPMENT CONTROLLED. PROVIDE SINGLE-POINT POWER

SERVICE CONNECTION UNDER THIS DIVISION AS NOTED ON PLANS.

DRIVEN GROUND ROD.

DRIVEN GROUND ROD IN GROUND WELL WITH COVER.

ELECTRICAL VEHICLE CHARGING STATION, WALL MOUNTED.

ELECTRICAL VEHICLE CHARGING STATION, PEDESTAL MOUNTED.

CABLE TO BUS TERMINATION LUGS.

BOLTED PRESSURE OR HIGH PRESSURE CONTACT OR FUSED SWITCHES.

GROUP MOUNTED MOLDED CASE CIRCUIT BREAKER.

INDIVIDUALLY FIXED MOUNTED INSULATED-CASE OR POWER CIRCUIT BREAKER.

INDIVIDUALLY DRAW-OUT MOUNTED INSULATED-CASE OR POWER CIRCUIT BREAKER.

MEDIUM-VOLTAGE, INDIVIDUALLY DRAW-OUT MOUNTED VACUUM CIRCUIT BREAKER.

MEDIUM-VOLTAGE LOAD INTERRUPTER SWITCH, FUSED TYPE.

MEDIUM-VOLTAGE LOAD INTERRUPTER SWITCH, NON-FUSED TYPE.

GROUND FAULT RELAY INTEGRAL WITH CIRCUIT BREAKER.

ELECTRICALLY OPERATED CIRCUIT BREAKER, INTEGRAL.

SHUNT-TRIP INTEGRAL WITH OVERCURRENT PROTECTION DEVICES.

KIRK-KEY INTERLOCK INTEGRAL WITH OVERCURRENT PROTECTION DEVICES. ADJACENT

NUMBER CORRESPONDS WITH DEVICE INTERLOCK.

PRIVATE METER, MOUNTED INTEGRAL WITH OVERCURRENT PROTECTION OR SEPARATE

WITHIN SWITCHGEAR.

UTILITY METER, MOUNTED IN UTILITY METER SECTION OF SWITCHGEAR OR

SWITCHBOARDS.

PRIVATE METER, MOUNTED IN SEPARATE ENCLOSURE FROM SWITCHGEAR OR

SWITCHBOARDS.

GROUND FAULT RELAY WITH SHUNT TRIP.

GROUND FAULT ALARM, NO SHUNT TRIP.

TRANSFORMER.

CONNECTION TO GROUND.

GFA

GFR

K

ST

EO

M

G

M

WIRING DEVICES

JUNCTION BOX, WALL MOUNTED, +18" UON.

JUNCTION BOX, MOUNTED IN FLUSH FLOOR BOX.

JUNCTION BOX, MOUNTED FLUSH IN CEILING.

JUNCTION BOX, SURFACE OR PENDANT MOUNTED TO BOTTOM OF STRUCTURE IN

ACCESSIBLE CEILING SPACE OR EXPOSED IN OPEN CEILING AREAS.

JUNCTION BOX, MOUNTED ON CONDUIT STANCHION FLOOR PENETRATION, +12" UON.

SINGLE-PLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED, +18" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED, +18" UON. LETTERING

ADJACENT TO THE DEVICE ON THE PLANS INDICATE THE FOLLOWING FOR THOSE

RECEPTACLES.

A: ARC FAULT CURRENT INTERRUPTER (AFCI)

G: GROUND FAULT CURRENT INTERRUPTER (GFCI)

IG: ISOLATED GROUND

TR: TAMPER RESISTANT

U: INTEGRAL USB PORTS

WP: WEATHER-RESISTANT, GROUND FAULT CURRENT INTERRUPTER (GFCI) WITH

WEATHERPROOF "IN USE" COVER

DOUBLE DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED, +18" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED OVER COUNTER, 6"

ABOVE BACK SPLASH UON, BUT NO HIGHER THAN ADA REQUIREMENTS.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, SPLIT-WIRED, WALL MOUNTED, +18" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, ON BACK-UP POWER SYSTEM, WALL

MOUNTED, +18" UON.

DUPLEX, OR DOUBLE DUPLEX, CONVENIENCE RECEPTACLE DEVICE, CONTROLLED PER

T24, WALL MOUNTED, +18" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, HORIZONTALLY WALL MOUNTED, +18"

UON.

SPECIALTY OUTLET DEVICE, NEMA CONFIGURATION TYPE AS NOTED ON PLANS, WALL

MOUNTED, +18" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED IN FLUSH FLOOR BOX.

DOUBLE DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED IN FLUSH FLOOR BOX.

COMBINATION POWER/TELECOMMUNICATION DEVICE, MOUNTED IN FLUSH FLOOR BOX.

TYPE AS NOTED ON PLANS OR IN SPECIFICATIONS.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED IN FIRE-RATED POKE-THRU

FLOOR FITTING.

DOUBLE DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED IN FIRE-RATED POKE-

THRU FLOOR FITTING.

COMBINATION POWER/TELECOMMUNICATION DEVICE, MOUNTED IN FIRE-RATED POKE-

THRU FLOOR FITTING. TYPE AS NOTED ON PLANS OR IN SPECIFICATIONS.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED FLUSH IN CEILING.

DOUBLE DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED FLUSH IN CEILING.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, MOUNTED ON CONDUIT STANCHION

FLOOR PENETRATION, +12" UON.

DUPLEX CONVENIENCE RECEPTACLE DEVICE, CORD OR REEL HUNG FROM STRUCTURE

ABOVE. TYPE AS NOTED ON PLANS.

NUMBERED NOTE, APPLIES TO ALL DRAWINGS.

NUMBERED SHEET NOTE, APPLIES TO DRAWING CONTAINING NOTES ONLY.

OVERCURRENT PROTECTIVE DEVICE NUMBER IDENTIFICATION TAG. REFERS TO

LOCATION OF PROTECTIVE OR CONTROL DEVICE WITHIN SWITCHBOARDS,

DISTRIBUTION BOARDS, MOTOR CONTROL CENTERS, ETC.

EQUIPMENT IDENTIFICATION TAG: ITEM FURNISHED AND INSTALLED UNDER

ANOTHER DIVISION AND WIRED UNDER THIS DIVISION.

FEEDER TAG. REFER TO FEEDER SCHEDULE.

DETAIL REFERENCE:

DETAIL DESIGNATION

SHEET NUMBER

EQ

E-801

CONVENTIONS

RACEWAYS

CONDUIT RUN EXPOSED ON WALL OR CEILING.

CONDUIT RUN CONCEALED IN SLAB, UNDER SLAB OR UNDERGROUND.

CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING.

CONDUIT HOMERUN, CONTINUOUS RUN TO PANEL OR EQUIPMENT CABINET.

HOMERUN CAN OCCUR ON ANY OF THE ABOVE ROUTING CONDITIONS.

CONDUIT TURNED UP, CAN OCCUR ON ANY OF THE ABOVE ROUTING

CONDITIONS.

CONDUIT TURNED DOWN, CAN OCCUR ON ANY OF THE ABOVE ROUTING

CONDITIONS.

CONDUIT CAPPED OR STUBBED WITH INSULATED BUSHINGS, CAN OCCUR ON

ANY OF THE ABOVE ROUTING CONDITIONS.

CONDUIT SLEEVE, WITH INSULATING BUSHINGS.

FLEXIBLE METALLIC CONDUIT, EQUIPMENT CONNECTION.

CROSSMARKS ON BRANCH CIRCUIT CONDUIT RUNS INDICATE THE QUANTITY OF

CONDUCTORS AS FOLLOWS (GROUND CONDUCTORS ARE NOT NOTED, BUT

SHOULD BE INCLUDED IN EVERY CONDUIT WITH POWER CONDUCTORS):

1. NO CROSSMARKS INDICATES TWO #12 AWG CONDUCTORS, UON.

2. THREE TO SIX CROSSMARKS INDICATES THE QUANTITY OF #12 AWG

CONDUCTORS, UON.

3. SEVEN OR MORE CROSSMARKS INDICATES THE QUANTITY OF #10

AWG CONDUCTORS, UON.

SURFACE RACEWAY; TYPE, DEVICE SPACING AND MOUNTING AS NOTED ON

PLANS.

CABLE TRAYS; SIZE, TYPE, ANDMOUNTING AS NOTED ON PLANS.

V

F

A AF

1 1

VFD

VFD

ECM

ECM

D

J

J

J

J

J

M

P

SYMBOLS LIST GENERAL NOTES

SCALE:NTS

ROOF PENETRATION

SCALE:NTS

ROOF SUPPORT

1. ELECTRICAL SCOPE SHALL COMPLY WITH THE LATEST ADOPTED

EDITIONS OF THE CALIFORNIA ELECTRIC CODE (CEC), CALIFORNIA

BUILDING CODE (CBC), CALIFORNIA FIRE CODE (CFC), CALIFORNIA

MECHANICAL CODE (CMC), NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA 72) AND THE CALIFORNIA ENERGY CODE.

2. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ALL EXISTING

CONDITIONS PRIOR TO BIDDING THE PROJECT AND SHALL INCLUDE IN

THEIR BID THE NECESSARY COSTS TO CONSTRUCT THIS PROJECT IN

ACCORDANCE WITH THE ELECTRICAL DRAWINGS, SPECIFICATIONS,

AND ALL APPLICABLE CODES.

3. DRAWINGS INDICATE GENERAL ARRANGEMENT OF ELECTRICAL

SYSTEMS AND WORK. FOLLOW THE DRAWINGS IN LAYING OUT WORK

AND VERIFY EXACT LOCATIONS WITH ARCHITECTURAL FLOOR PLAN

AND RCP DRAWINGS. ALSO, CHECK DRAWINGS OF OTHER TRADES TO

VERIFY LOCATIONS OF EQUIPMENT REQUIRING ELECTRICAL

CONNECTIONS AND COORDINATE SPACE CONDITIONS WITH THEIR

INSTALLATION. FINAL LOCATIONS SHALL BE ADJUSTED TO MEET FIELD

CONDITIONS.

4. NOT EVERY ELECTRICAL RACEWAY, BOX, CONDUCTOR, ETC., FOR A

COMPLETE ELECTRICAL INSTALLATION IS SHOWN ON THESE

DRAWINGS. THIS IS DONE FOR CLARITY PURPOSES AND EASE OF

INTERPRETING DRAWINGS. PROVIDE ALL ADDITIONAL ITEMS

REQUIRED TO MAKE THE ELECTRICAL SYSTEMS COMPLETE AND

OPERATIONAL.

5. WORK PERFORMED UNDER THIS CONTRACT SHALL CONFORM TO

THESE DRAWINGS AND SHALL ALSO COMPLY WITH THE ELECTRICAL

SPECIFICATIONS. IN THE EVENT THAT THERE IS A DISCREPANCY

BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MORE

STRINGENT OF THE REQUIREMENTS SHALL TAKE PRECEDENT.

6. CONTRACTOR SHALL REMOVE ALL LEFTOVER CONDUIT, WIRE, SCRAPS,

ETC. AND LEAVE PREMISES CLEAN AND FREE OF TRASH AND DEBRIS

RESULTING FROM THEIR WORK.

7. THE EXISTING INSTALLATION SHOWN ON THESE DRAWINGS WAS

DEVELOPED FROM VARIOUS SOURCES AND NOT ALL CONDITIONS MAY

SHOWN. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

8. RECONNECT EXISTING TO REMAIN DEVICES WHERE CIRCUITS HAVE

BEEN INTERRUPTED BY DEMOLITION WORK TO MAINTAIN CONTINUITY.

PROVIDE NEW CONNECTIONS TO ANOTHER EXISTING DEVICE OR NEW

CIRCUIT BREAKER FROM PANELBOARD. VERIFY CIRCUIT LOADING ON

EXISTING CIRCUITS BEFORE MAKING THESE CONNECTION.

9. WHERE EXISTING DEVICES TO BE REMOVED ARE SHOWN ON THESE

DRAWINGS, THE CONTRACTOR SHALL ALSO REMOVE ALL WIRING,

CONDUIT, AND BOXES SERVING THE DEVICES, UNLESS CONDUIT AND

BOXES CAN BE REUSED IN NEW CONSTRUCTION.

10. CONDUIT ROUTING ON DRAWINGS IS ESSENTIALLY DIAGRAMMATIC.

CONTRACTOR SHALL LAYOUT RUNS TO SUIT FIELD CONDITIONS,

LIMITING BENDS AND BOXES, AND SHALL COORDINATE INSTALLATION

WITH WORK OF OTHER TRADES.

11. ALL CONDUIT AND RACEWAY PENETRATIONS THROUGH FIRE-RATED

WALLS OR FLOORS SHALL BE UL LISTED ASSEMBLIES THAT PROTECTS

THE RATED ASSEMBLY. SEE ARCHITECTURAL DRAWINGS FOR

LOCATIONS OF ALL RATED WALLS AND FLOORS AS APPLICABLE.

12. ALL CONNECTIONS TO MECHANICAL AND PLUMBING EQUIPMENT SHALL

BE MADE WITH A MINIMUM OF 36” SEALTIGHT FLEXIBLE METAL CONDUIT

TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE

STRUCTURE.

13. PROVIDE PROTECTION FROM PHYSICAL DAMAGE FOR ALL ELECTRICAL

EQUIPMENT, LUMINAIRES, WIRING DEVICES, ETC., DURING THE

CONSTRUCTION OF THE PROJECT.

C

CEC

(E)

EC

EF

EP

FMC

GFCI

GND

GRC

IMC

MCB

MLO

MT

(N)

NIEC

NTS

OC

OFCI

(R)

TYP

UON

V

VA

WP

2SP

1Ø

3Ø

1P

2P

3P

3W

4W

ABBREVIATIONS

CONDUIT

CALIFORNIA ELECTRICAL CODE

EXISTING TO REMAIN

ELECTRICAL CONTRACTOR

EXHAUST FAN

EXPLOSION PROOF

FLEXIBLE METAL CONDUIT

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

GALVANIZED RIGID CONDUIT

INTERMEDIATE METAL CONDUIT

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

EMPTY CONDUIT

NEW

NOT IN ELECTRICAL CONTRACT

NOT TO SCALE

ON CENTER

OWNER FURNISHED CONTRACTOR

INSTALLED

EXISTING TO BE REMOVED

TYPICAL

UNLESS OTHERWISE NOTED

VOLTS

VOLTS-AMPS

WEATHERPROOF

TWO SPEED

1-PHASE

3-PHASE

1-POLE

2-POLE

3-POLE

3-WIRE

4-WIRE

No. Date Description

02-07-25 50% WORKING DRAWINGS

05-09-25 95% WORKING DRAWINGS

07-16-25 100% WORKING DRAWINGS

V1

25-S-2521-C

07-16-25

STORAGE

ROOM

RM 38

CLASSROOM

RM 36

CLASSROOM

RM 31

JAN CL

RM 39

CLASSROOM

RM 37

CLASSROOM

RM 6

TOILET

RM 13

TOILET

RM 10

TOILET

RM 9

WTR HTR RM

RM 14

CLASSROOM

RM 8

CLASSROOM

RM 7

CLASSROOM

RM 3

TOIL…