SHEET INDEX	

G000	COVER AND SITE PLAN

A201	FLOOR PLAN

A601	REFLECTED CEILING PLAN A801	INTERIOR ELEVATIONS A802	INTERIOR ELEVATIONS A901	DETAILS

P001	SCHEDULES, LEGENDS, & NOTES P101	PLUMBING SITE PLAN
P201	DEMOLITION & NEW PLUMBING PLAN P901	PLUMBING DETAILS

CLOVIS USD
CERAMICS CLASSROOM RENOVATION CLOVIS WEST HIGH SCHOOL

1070 E. TEAGUE, FRESNO, CA 93720

E000	NOTES & SYMBOL SCHEDULE

E010	SINGLE LINE DIAGRAM & PANEL SCHEDULE E100	ELECTRICAL REFLECTED CEILING PLAN
E101	ELECTRICAL REFLECTED CEILING PLAN

PROJECT INFORMATION	

BUILDING INFORMATION

ADDRESS:	1070 E. TEADGUE, FRESNO, CA 93720

CONSTRUCTION TYPE: III-B

OCCUPANCY TYPE:	E (EDUCATION)

ALLOWABLE AREA:	14,500 SQ. FT. + 10,875 SQ. FT. (SIDE YARD INCREASE) = 25,375 SQ. FT.

ACTUAL AREA:	20,450 SQ. FT. < 25,375 SQ. FT.

BUILDING CONSTRUCTION:
•       CMU EXTERIOR BEARING WALL.
•       WOOD INTERIOR NON-BEARING WALL. •       WOOD FRAME ROOF AND CEILING.
•       SLAB ON GRADE FLOOR.

FIRE SPRINKLERS: NONE.

FIRE ALARM: YES.

DESCRIPTION OF WORK
INSTALLATION OF NEW TRENCH DRAIN, THREE COMPARTMETN SINK, AND HAND WASH SINK. WORK INCLUDES ELECTRICAL POWER.

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

					

										

						BUILD
	ING "M"

					

ABLE "P"

BUILDING "S"

BUILDING "L"

STUDENT PARKING

BASEBALL FIELD

GOVERNING CODES
2022 CALIFORNIA ADMINISTRATIVE CODE (PART 1 OF TITLE 24, CCR) 2022 CALIFORNIA BUILDING CODE (PART 2 OF TITLE 24, CCR)
2022 CALIFORNIA ELECTRICAL CODE (PART 3 OF TITLE 24, CCR) 2022 CALIFORNIA MECHANICAL CODE (PART 4 OF TITLE 24, CCR) 2022 CALIFORNIA PLUMBING CODE (PART 5 OF TITLE 24, CCR) 2022 CALIFORNIA ENERGY CODE (PART 6 OF TITLE 24, CCR) 2022 CALIFORNIA FIRE CODE (PART 9 OF TITLE 24, CCR)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
2022 CALIFORNIA REFERENCED STANDARDS CODE (PART 12 OF TITLE 24, CCR) CALIFORNIA CODE OF REGULATIONS, TITLE 19, PUBLIC SAFETY
CALIFORNIA OCCUPATIONAL HEALTH & SAFETY ACT CALIFORNIA ENVIRONMENTAL QUALITY ACT, LATEST EDITION REQUIREMENTS OF THE REGIONAL WATER QUALITY BOARD AIR QUALITY MANAGEMENT DISTRICT REGULATIONS
LOCAL PUBLIC AGENCY STANDARDS (UTILITY CONNECTIONS, FIRE PROTECTION SYSTEM, ETC.) 2019 NFPA 72 - NATIONAL FIRE ALARM CODE
ASHRAE INDOOR AIR QUALITY STANDARD 62-1989

DEFERRED APPROVALS NONE

BUILDING "C" AREA OF WORK)

						

LIBRARY

"D

"

						

STAFF PARKING

VACINITY MAP

NORTH MILLBROOK AVE.

			
	
BUILDING "E"

				

		

(

						

						

			

			

EA

ST GYM

								

							

							

							

						

				
	
CAFETERIA "H"

			

						

								

	BUILDING "J"

		

		

BUILDING "K"

	

POR
	T

		

			

							

						

N"

BUI
	
LDING "

									

					

		
	BUILDING "R"

BUILDING "B"

BUILDING "A" ADMINISTRATION

STUDENT PARKING

WEST GYM

																														

									

POOL

																													

																																

N

																																			

																																

																																	

																																	

																																	

TE

NIS

																																

																																

																																	

																						

																				

																						

														

										

				

	

FOOTBALL

		

FIELD

									
2

A201

CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
COVER AND SITE PLAN
N. SHEPHERD AVE

YOSEMITE FWY
N. CEDAR. AVE
E. KELSO AVE

E. COLE AVE

E. AUDUBON DR

N. MILLBROOKE. AVE
E. TEAGUE. AVE

PROJECT:
HWY 41

SHEET:
PROJECT SITE

N. CEDAR. AVE
N. NEES AVE	N. NEES AVE

N. FIRST. ST
N. FRESNO. ST
N. BLACKSTONE. AVE
N. CEDAR. AVE
DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

REVISIONS:

PROJECT DIRECTORY	

EAST TEAGUE AVE.

OVERALL SITE PLAN
		
1" = 100'-0"

1

OWNER:
CLOVIS UNIFIED SCHOOL DISTRICT
1450 HERNDON AVE., CLOVIDS, CA 93611 (559) 327-2000
CONTACT:

ARCHITECT:
PAUL HALAJIAN ARCHITECTS
389 CLOVIS AVE, SUITE 100, CLOIVS, CA 93612 (559) 297-7900
CONTACT: PAUL HALAJIAN

MECHANICAL ENGINEER: LAWRENCE ENGINEERING GROUP
4910 E. CLINTON WAY, FRESNO, CA 93727 (559) 431-0101
CONTACT: RYAN CARLSON

ELECTRICAL ENGINEER:
HARDIN-DAVIDSON ENGINEERING
356 POLLASKIY AVE, SUITE 200, CLOVIS, CA 93612 (559) 323-4995
CONTACT: RICHARD HARDIN

PROJECT NUMBER: 2306

SHEET NUMBER:

G000

20'-8"
7'-8"
10'-0"

65'-4"

53'-4"

02-402	02-401	02-409

02-403

02-412

02-201

12'-0"

02-413	02-402

02-105

02-406     WORK ROOM
 2 

02-404

02-408

02-406

02-408

GENERAL NOTES

A. KEYNOTES APPLY TO THIS SHEET ONLY.
B. DIMENSIONS WITH "MIN", "CLR", "MIN CLR" OR "ABSOLUTE" ARE MEASURED FROM FACE OF WALL FINISH.
C. PATCH (E) WALL TO MATCH EXISTING WHERE ITEMS HAVE BEEN DEMOLISHED. D. CAP ALL UNITLITIES BEHIND WALL AND PATCH.
E.     FINISHES:
a.     FLOOR:
•       CLEAN AND SEAL (E) CONCRETE FLOOR.
•       SEAL NEW CONCRETE FLOOR TO MATCH EXISTING. b.     WALL:
•       INSTALL NEW FRP PER INTERIOR ELEVATIONS.
•       INSTALL NEW RUBBER BASE WHERE NEW FLOOR OR WALL IS INSTALLED. RUBBER BASE TO MATCH EXISTING.
•       WHERE REPAIR OF (E) GYPSUM BOARD WALL OCCURS, PAINT TO MATCH EXISITNG.
•       WHERE (E) CMU WALL OCCURS, CLEAN WALL AS REQUIRED FOR INSTALLATION OF NEW FRP. (E) CMU WALL TO REMAIN UNFINISHED.
c.     CEILING:
•       REFER TO RCP FOR WORK ON THE CEILING.

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

02-404	CERAMICS	02-412 ROOM
 1 
02-406	1

02-102

KEYNOTES

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

02-111	02-408	4	A801       2

3

01-004      DASHED LINE INDICATES 30"X48" ACCESSIBLE FLOOR CLEARANCE 02-102      (E) PLASTIC LAMINATED CABINETS TO REMAIN
02-103      (E) WHITE BOARD TO REMAIN 02-105      (E) WINDOW TO REMAIN
02-107      (E) OPEN SHELVES 02-108      (E) LOCKERS
02-109      (E) FULL HEIGHT CABINETS

02-111	(E) UNDERGROUND UTILITY LINE AND CLEAN OUT TO REMAIN, SEE MECH. DWGS.

02-201      (E) CLAY INTERCEPTOR TO REMAIN

02-401      SAWCUT AND REMOVE PORTION OF (E) CONCRETE SLAB

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

02-402     REMOVE (E) FLOOR DRAIN, SEE MECH. DWGS.

02-403     SAWCUT AND REMOVE PORTION OF (E) CONCRETE WALK AT JOINT ONLY 02-404     REMOVE (E) CABINET, UPPER CABINET, AND COUNTERTOP
02-406     REMOVE (E) SINK, SEE MECH. DWGS.

02-408     REMOVE (E) WALL MOUNTED PAPER TOWEL AND SOAP DISPENSER 02-409     REMOVE (E) WALL MOUNTED ELECTRICAL CONDUITS
02-412      REMOVE (E) UNDERGROUND UTILITY LINE AND CLEAN OUT, SEE MECH. DWGS. 02-413      REMOVE (E) CLAY INTERCEPTOR
03-101       PATCH CONCRETE TO MATCH EXISTING

4'-0"	4'-0"

02-103	02-107	02-109	02-108

06-001     2X6 @ 16" O.C. PARTIAL HEIGHT STUD WALL WITH GYPSUM BOARD TO MATCH EXISTING

10-001      WALL MOUNTED PAPER TOWEL DISPENSER

10-002      WALL MOUNTED SOAP DISPENSER

CERAMICS CLASSROOM
22-101       STAINLESS STEEL TWO COMPARTMENT SINK WITH DRAIN BOARD ON EA SIDE, SEE PLUMB. DWGS.

1

EXISTING FLOOR PLAN
		
1/4" = 1'-0"

22-102      STAINLESS STEEL MULTI-STATION SINK, SEE PLUMB. DWGS. 22-103      TRENCH DRAIN
22-104      POINT OF CONNECTION, SEE PLUMBING DWGS.

32-001      CONCRETE WALK

33-005     CRISTY BOX WITH CONC. ENTENSION AND STEEL COVER 3'-2"	39'-4"	±9'-11"

1'-2"

CUSD CLOVIS WEST
1                      15 A901               A901

1070 E. TEAGUE, FRESNO CA 93720
INV. -8.85"	0.00" FF

1 1/2%
SLOPE
17
5'-0"
A901     32-001

03-101

-0.90" FF 22-103

9              11 A901      A901

WORK ROOM
 2 

SLOPE
33-005	-0.90" FF

1 1/2%
5'-0"
FLOOR PLAN
22-102

10-001

22-104

	01-004

8

A901		5 22-101                           A901

10-002

06-001

	0.00" FF

CERMAICS ROOM
 1 

PROJECT:
SHEET:
1

4	A802       2

3

DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

REVISIONS:

PROJECT NUMBER: 2306

2

PROPOSED FLOOR PLAN
		
1/4" = 1'-0"

SHEET NUMBER:

A201

GENERAL NOTES

A. KEYNOTES APPLY TO THIS SHEET ONLY.

02-203

02-204

26-202

26-202

B. VERIFY LOCATION OF (E) LIGHTS, MECHANCIAL VENTS, AND OTHER UTILITIES TO REMAIN, U.N.O.
C. (E) SUPSENDED CEILING SYSTEM TO REMAIN. REMOVE TILE AND REINSTALL AS REQUIRED FOR INSTALLATION OF (N) ELECTRICAL POWER.
D. ASSUME 10% OF THE (E) DAMAGED SUSPENDED CEILING TILE TO BE REPLACED WITH NEW TO MATCH EXISTING.

WORK ROOM
 2 

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

CERAMICS ROOM
 1 

+9'-0"

KEYNOTES

02-203     (E) LIGHT FIXTURE TO REMAIN, TYP. 02-204     (E) MECH VENT TO REMAIN, TYP.
26-202      CEILING MOUNTED POWER PULL CORD, SEE ELEC. DWGS.

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

+9'-0"

CERAMICS CLASSROOM
1
REFLECTED CEILING PLAN (EXISTING) 1/4" = 1'-0"

PROJECT:
SHEET:
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
REFLECTED CEILING PLAN
DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

REVISIONS:

PROJECT NUMBER: 2306

SHEET NUMBER: A601

1
GENERAL NOTES

1.      KEYNOTES APPLY TO THIS SHEET ONLY.
2.     CAP UNITILITES BEHIND WALL FINISH AND PATCH EXISTING WALL TO MATCH.

02-409

02-407

02-411

02-410

02-502

02-409
	02-502

		

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

1 - CERAMIC ROOM - NORTH (EXISTING) 1/4" = 1'-0"

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19 KEYNOTES

02-102      (E) PLASTIC LAMINATED CABINETS TO REMAIN 02-103      (E) WHITE BOARD TO REMAIN
02-105      (E) WINDOW TO REMAIN 02-107      (E) OPEN SHELVES
02-108      (E) LOCKERS

02-109      (E) FULL HEIGHT CABINETS

02-110       (E) WALL MOUNTED TV

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

02-410
	02-407
	02-105
	02-404
	02-408
	02-406
	02-205
	02-408
	02-102

									

		

02-205     REMOVE AND REINSTALL THERMOSTAT AS REQURIED FOR INSTALLATION OF (N) WALL FINISH

02-404     REMOVE (E) CABINET, UPPER CABINET, AND COUNTERTOP 02-406     REMOVE (E) SINK, SEE MECH. DWGS.
02-407      REMOVE (E) FRP WALL FINISH

02-408     REMOVE (E) WALL MOUNTED PAPER TOWEL AND SOAP DISPENSER 02-409     REMOVE (E) WALL MOUNTED ELECTRICAL CONDUITS
02-410      REMOVE (E) WALL BASE 02-411       REMOVE (E) VCTB
02-502     REMOVE (E) SURFACE MOUTNED DATA LINE, SEE ELEC. DWGS.

CERAMICS CLASSROOM
2
1 - CERAMIC ROOM - EAST (EXISTING) 1/4" = 1'-0"

02-108

02-109

	02-103

	

	02-110
		02-107

				

02-410
	02-408

		

1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
INTERIOR ELEVATIONS
3
1 - CERAMIC ROOM - SOUTH (EXISTING) 1/4" = 1'-0"

02-408
	02-406
		02-404

						

						

02-410

PROJECT:
SHEET:
DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

REVISIONS:

4
1 - CERAMIC ROOM - WEST (EXISTING) 1/4" = 1'-0"

PROJECT NUMBER: 2306

SHEET NUMBER:

A801

1
GENERAL NOTES

1.      KEYNOTES APPLY TO THIS SHEET ONLY.
2.     DIMENSIONS WITH "MIN", "CLR", "MIN CLR" OR "ABSOLUTE" ARE MEASURED FROM FACE OF WALL FINISH.

26-201

09-301

09-201

3.     TOILET ACCESSORIES PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 4.     FOR ACCESSIBLE CLEARANCES AND MOUNTING HEIGHTS, SEE DETAIL	4
A901

5'-6"
PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

1 - CERAMICS ROOM - NORTH 1/4" = 1'-0"

KEYNOTES

02-205     REMOVE AND REINSTALL THERMOSTAT AS REQURIED FOR INSTALLATION OF (N) WALL FINISH

06-001     2X6 @ 16" O.C. PARTIAL HEIGHT STUD WALL WITH GYPSUM BOARD TO MATCH EXISTING

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

06-301      FIBERGLASS REINFORCED PLASTIC PANELS 09-201      RUBBER FLOOR BASE
09-301      FIBERGLASS WALL PANEL

10-001      WALL MOUNTED PAPER TOWEL DISPENSER 10-002      WALL MOUNTED SOAP DISPENSER
22-101       STAINLESS STEEL TWO COMPARTMENT SINK WITH DRAIN BOARD ON EA SIDE, SEE PLUMB. DWGS.

22-102      STAINLESS STEEL MULTI-STATION SINK, SEE PLUMB. DWGS.

26-201      ELECTRICAL POWER RACEWAY, SEE ELEC. DWGS.

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

09-201

06-301

02-205

CERAMICS CLASSROOM
2
1 - CERAMICS ROOM - EAST 1/4" = 1'-0"

09-20
	109-301

		

1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
INTERIOR ELEVATIONS
3
1 - CERAMICS ROOM - SOUTH 1/4" = 1'-0"

09-301

09-201

22-102

06-001
	10-002
	22-101

			

10-001

PROJECT:
SHEET:
DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

34" MAX.
27" MIN.
5'-6"
REVISIONS:

4
1 - CERAMICS ROOM - WEST 1/4" = 1'-0"

PROJECT NUMBER: 2306

SHEET NUMBER:

A802

		
	6"
	6"

			

	
3"	3"

5

4"
	MIN.

4"

		MIN.

		

4"
			
	MIN.

MIN.
9"

			

8" MIN.

40" MAX. TO
HIGHEST POINT
OF ACCESS, COIN
SLOT, OR OPERATING
RONT EDGE
T POINT 8"

R. A M F

27" MIN. DR ACK FROM
	72" MIN.

2 BA
				
				40" MIN.
				
	GE
				34" MAX.
						
29" MIN.
	RONT EDG

8" MIN. KNEE CLEARANCE
11" MIN.
			9" MIN.

																
																	
	FR
						
6 C

" MAX. TOE LEARANCE

							

		2"

							
1"
			
2"

				

6"

PROJECT:
SHEET:
CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
DETAILS
5
1
9
8
16
12
15
17

#4 REBAR @ 16" O.C. EA. WAY @ TRAFFIC
AREA AND TRUCK DOCK

1/4"R TYP.

1/4"R.

T/5
Edge Joint

1/4".

CONTINUOUS SEALANT

1/2" ASPHALT IMPREGNATED FIBER BOARD

(TM) Tool Mark Control Joint

				
4"
	(T)
	EQ
				
		EQ
				
2"

			

6"

COMPACTED SOIL

(EJ) Expansion Joint
at Field

NOTE: SEE SITE PLAN FOR JOINT LOCATION. IF NOT INDICATED, TOOL JOINT @ 5'-0" O.C. MAX. AND EXPANSION JOINT @ 30'-0" O.C. MAX.

BUILDING OR WALL

CONTINUOUS SEALANT

1/2" ASPHALT IMPREGNATED FIBER BOARD

(EJ) Expansion Joint at Wall

CONT. SEALANT AT TOP OF WALL

TOP PLATE

(3) 16d OR (3) #10 WOOD SCREWS

P.T. WOOD NAILER W/ 3/8"⌀ HILTI KWIK BOLT TZ2 @ 48" O.C.

WATER RESISTANT GYP. BOARD

WOOD STUD WALL

(E) CMU WALL

CONC. REVEAL

CONC. SLAB (4,000 PSI)

#3 @ 18" O.C. EACH WAY

15 MIL. VAPOR BARRIER & SAND TO MATCH

EARTH

NEW	EXISTING

#3 DOWEL @ 18" O.C EPOXY INTO (E) SLAB

(E) #3 @ 18" O.C.

(E) 2" SAND

(E) VAPOR BARRIER, LAP 6" MIN.

TRENCH DRAIN PER PLUMB. DRAWINGS

1/2" EXPANSION JOINT W/ CONT. SEALANT

CONC.
SLAB, SEE A901

SAND & VAPOR BARRIER

DRAIN SUPPORT

CONC. CHANNEL

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

CONCRETE EXTERIOR WALK 1 1/2" = 1'-0"

CONT. SEALANT

TOP OF PARTIAL HEIGHT WALL 1 1/2" = 1'-0"

(E) CMU WALL

CONCRETE SLAB DETAIL 1 1/2" = 1'-0"

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

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

FRP 'J ' TRIM

+4'-0" A.F.F.

(E) CMU WALL

FRP

1/2" EXPANSION JOINT W/ CONT. SEALANT

5
(N) CONC. SLAB SEE      A901

1/2" EXPANSION JOINT W/ CONT. SEALANT

(2) #4 CONT. IN CURB

2X6 P.T. WOOD SILL W/ 5/8"⌀ ANCHOR BOLTS WITH 7" MIN. EMB. @ 48" O.C.

#3 DOWELS @ 18" O.C. W/ BENT END

(N) CONC. SLAB

REFER TO PLUMBING DRAWINGS FOR CONTINUATION

CHRISTY BOX N48 WITH 10" EXTENSION AND STEEL CHECKER PLATE COVER

1/2" EXPANSION JOINT W/ CONT. SEALANT

CONC. WALK

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

WIRE MOULD, SEE ELEC. DWGS, WHERE OCCURS.

VAPOR BARRIER & SAND	VAPOR BARRIER & SAND

8"
SEE INV.

			8"

					

6"

WGS.

ND

REBAR
			8"

		2'-0"

1'-4"

					

			1'-2"

			

FRP

(E) CMU WALL

(E) FOOTING AND REBAR

18
FIBER REINFORCED PLASTIC @ TOP 3" = 1'-0"

3" DRAIN LINE, SEE PLUMB. D

PENETRATION IN (E) WALL A FOOTING FOR DRAIN LINE

FRP. JOINT

CONT. SEALANT, TYP.

FRP WALL

POLYMER ADHESIVE

CONCRETE SLAB EDGE	
1 1/2" = 1'-0"

(E) FOOTING AND REBAR

EARTH

NOTE:
1.      VERIFY LOCATION OF (E) PRIOR TO UTILITY WORK.
2.     DO NOT CUT (E) REBAR.

11
CONCRETE SLAB EDGE WITH DRAIN LINE 1 1/2" = 1'-0"

SND SANITARY NAPKIN
VENDOR

TDW PAPER TOWEL
DISP./WASTE RECEPTACLE

(E) CMU WALL

19
FIBER REINFORCED PLASTIC JOINT 3" = 1'-0"

CONT. SEALANT

(E) CMU BLOCK WALL

2X6 WOOD STUD WALL

WATER RESISTANT GYP. BOARD

			
HD	PTD	SD	MR SCD	HAND      PAPER                      SOAP       MIRROR
SEAT COVER	DRYER     TOWEL	DISP. DISP.                                              DISP.
	
MECHANISM

TYP. ACCESSORY MOUNTING HEIGHTS NOTES:

1. NOT ALL ACCESSORIES LISTED MAY APPLY TO THIS SCOPE OF WORK. 2. PROVIDE BACKING AT ALL NEW ACCESSORIES.

(E) CMU WALL

16 WORK COUNTER	A901 BULLET LEG                                                                                                                                                   FRP

18" MIN.

Mirror

FRP ADHERED TO (E) CMU WALL WITH POLYMER ADHESIVE

RUBBER BASE

CONT. FIBER BOARD AND SEALANT

CONC. SLAB

4"
GAP.
20
FIBER REINFORCED PLASTIC @ BASE 3" = 1'-0"

WALL CLIP AND FASTENER AS REQUIRED. 2 PER SECTION MINIMUM

STAINLESS STEEL COUNTER

COUNTER SUPPORT

WALL FINISH

GYP. BOARD

45º TURNDOWN BACKSPLASH

STAINLESS STEEL EDGE AND SPLASH	
3" = 1'-0"

(2) #8 SELF TAPPING SCREWS (SET AFTER ADJUSTMENT IS MADE)

3/8"Ø STAINLESS STEEL HILTI KWIK BOLT TZ2 WITH WASHER

MIN.
2"
CONCRETE SLAB. MINIMUM EMBEDMENT SHALL NOT INCLUDE THE FLOORING AND GROUT

STAINLESS STEEL BULLET LEG 3" = 1'-0"

STAINLESS STEEL COUNTERTOP

STAINLESS STEEL SINK

KNEE CLEARANCE

34" MAX.
27" MIN.
12 A901

(E) CONC. SLAB

6"              11" MIN.         MIN.
STAINLESS STEEL 2-COMPARTMENT SINK 3/4" = 1'-0"

25" MAX.
17" MIN. TO
17" MIN.
DASHED LINE INDICATES 30" WIDE BY 48" DEEP CLEAR SPACE FOR WHEELCHAIR
LAVATORY	MANEUVERING

NOTES:

1.      HOT WATER PIPING & DRAIN SHALL BE INSULATED & THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER THE LAVATORY.
2.     FAUCETS SHALL BE OPERABLE WITH ONE HAND & NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING; 5 LB. MAX. FORCE TO OPERATE CONTROLS.

4
LAVATORY AND ACCESSORIES 1/4" = 1'-0"

DRAWING SET INFORMATION:

5/5/2023
	SUBMITTAL SET

REVISIONS:

PROJECT NUMBER: 2306

SHEET NUMBER:

A901

GENERAL PLUMBING NOTES:

PLUMBING FIXTURE AND EQUIPMENT SCHEDULE

MARK
	
FIXTURE
	CONNECTION SIZES
	
DESCRIPTION
	
		S or W
	V
	CW
	HW

S-1

DOUBLE COMPARTMENT SINK (WITH EYEWASH)

2"

1-1/2"

1/2"

1/2"
	JUST CUSTOM FABRICATED DOUBLE COMPARTMENT SINK, SEAMLESS WELDED CONSTRUCTION OF 14 GA., TYPE 304, 18-8 STAINLESS STEEL. INTERIOR SURFACE POLISHED WITH A NON-POROUS HAND BLENDED FINISH. EXPOSED EXTERIOR SURFACES TO HAVE A BRUSH FINISH. REFER TO DETAIL A/P901 FOR ADDITIONAL NOTES AND DIMENSIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR BULLET FEET ANCHORAGE.
(2) JUST #J-35 CUP STRAINERS, (2) CHICAGO #523-317ABCP PRE RINSE FAUCET, 8" CENTERS, 4" WRIST BLADE HANDLES, 1.0 GPM PRE-RINSE SPRAY ASSEMBLY; (1) LEONARD
#270-LF-BP-STSTL-REC THERMOSTATIC MIXING VALVES FOR BOTH SINK FAUCETS MOUNTED RECESSED IN WALL BELOW SINK; HAWS #7610 BACKSPLASH MOUNTED ACCESSIBLE PULL DOWN EYEWASH; HAWS #9201EW THERMOSTATIC MIXING VALVE, RECESS IN WALL BEHIND WALL MOUNTED ACCESS PANEL WITH LOCK.
NOTE: SPECIAL SINK FAUCET PUNCHING REQUIRED, SUBMIT MANUFACTURER'S SHOP DRAWING OF SINK FOR REVIEW PRIOR TO ORDERING.
WEIGHT: 250 LBS

S-2

WALL MOUNTED WASH STATION

2"

1-1/2"

1/2"

1/2"
	
JUST CUSTOM FABRICATED #J-6020 (3) STATION WASH SINK, 60"L x 20"W x 6" DEEP SEAMLESS WELDED CONSTRUCTION OF 14 GA. TYPE 304 STAINLESS STEEL. 1-1/2” ROLL RIM ON FRONT AND SIDES. SUPPORTED BY TWO TWO 14 GAUGE, TYPE 304 STAINLESS STEEL WALL BRACKETS AND 14 GAUGE STAINLESS STEEL WALL CLIPS.
(3) CHICAGO 225 SERIES WALL MOUNTED MANUAL FAUCET WITH 3" VERTICAL CENTERS, 1.0 GPM PRESSURE COMPENSATING CARTRIDGE, GOOSENECK SPOUT.
JUST J-35-CUP STRAINER, (1) LEONARD #270-LF-BP-STSTL-REC THERMOSTATIC MIXING VALVES FOR (3) SINK FAUCETS MOUNTED RECESSED IN WALL BELOW SINK; PROVIDE A STEEL SUPPORT PLATE FOR MOUNTING FIXTURE PER DETAIL B/P901. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.

NOTE:
SPECIAL SINK FAUCET PUNCHING REQUIRED, SUBMIT MANUFACTURER'S SHOP DRAWING OF SINK FOR REVIEW PRIOR TO ORDERING.
WEIGHT: 225 LBS

TP-1

TRAP PRIMER

-

-

1/2"

-
	PPP "MINI-PRIME" #MP-500-DU ELECTRONIC TRAP PRIMER, RECESSED IN WALL BEHIND A STAINLESS STEEL ACCESS PANEL WITH DISTRIBUTION UNIT FOR ONE DRAIN CONNECTION.
ELEC: 120V/12V, 1 PH

HB-1
	
HOSE BIBB
	
-
	
-
	
3/4"
	
-
	WOODFORD MODEL 24CP-3/4" BENT NOSE HOSE BIBB WITH NON-REMOVABLE VACUUM BREAKER, LOOSE KEY REMOVABLE TEE HANDLE.

TD-1

TRENCH DRAIN

3"

-

-

-
	MIFAB #T1400-PB-13 4" GLASS REINFORCED PLASTIC (GRP) CLASS "C" CHANNEL WITH NO EDGE RAIL, PROVIDE WITH UPPER TRENCH DRAIN CAP AND LOWER 3" TRENCH DRAIN HORIZONTAL OUTLET, PROVIDE END OUTLET STRAINER. EACH SECTION 39.40" LONG, PROVIDE EACH SECTION OF TRENCH DRAIN WITH REMOVABLE COMPOSITE PLASTIC HORIZONTAL TRENCH DRAIN (WITH 5/16" HEEL-PROOF OPENINGS) CLASS "C" GRATE. GRATES TO BE REMOVED DAILY. OVERALL TRENCH DRAIN LENGTH CONSISTING OF (12) CHANNELS: (3) THREE 1400N-PB-13, T1401-PB-13, T1402-PB-13, T1403-PB-13, T1404-PB-13, T1405-PB-13, T1406-PB-13, T1407-PB-13, T1408-PB-13, T1409-PB-13,

1.      THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE BUILDING IN ACCORDANCE WITH THE 2022 EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WOULD NOT COMPLY WITH SAID TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUESTED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK.

2.     THE APPLICABLE CODES AND REGULATIONS FOR THIS PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

CALIFORNIA CODE OF REGULATIONS TITLE 8, INDUSTRIAL RELATIONS
TITLE 19, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS TITLE 24, PART 1, ADMINISTRATIVE REGULATIONS
2022 CALIFORNIA BUILDING CODE, PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 CCR

NFPA 101 2021 EDITION

OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT

3.      LAYOUT OF MATERIALS, EQUIPMENT AND SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY. THE PLUMBING BUILDING PLANS HAVE BEEN PREPARED TO MATCH THE ARCHITECTURAL PLANS. IF DIFFERENCES OCCUR, THE ARCHITECTURAL PLANS ARE TO TAKE PRECEDENCE. THE ACTUAL LOCATIONS OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY PLANNED, PRIOR TO INSTALLATION OF ANY WORK, TO AVOID ALL INTERFERENCE WITH EACH OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL, OR OTHER ELEMENTS. ALL PIPE OFFSET ELBOWS FOR COORDINATION BETWEEN TRADES ARE NOT SHOWN. CONTRACTOR SHALL INCLUDE SUFFICIENT FUNDS FOR THE COORDINATION OFFSETS IN THE BID. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.

4.     WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER-DRIVEN PINS IN EXISTING NON-PRESTRESSED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRE-STRESSED CONCRETE (PRE- OR POST-TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

5.      MEP COMPONENT ANCHORAGE NOTE:

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30.

1.	ALL PERMANENT EQUIPMENT AND COMPONENTS.

2.	TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

3.	TEMPORARY, MOVABLE, OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS.

A.	COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B.	COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE:

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION 13.6.5, 13.6.6, 13.6.7, 13.6.8, AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25, 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., HCAi OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE
STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

PLUMBING LEGEND

SYMBOL	ITEM	ABBR

SOIL or WASTE	S or W

VENT	V

VENT RISER	VR

VENT THRU ROOF	VTR

DOMESTIC COLD WATER	CW

DOMESTIC HOT WATER	HW

HWR
DOMESTIC HOT WATER RETURN

RWL	RAIN WATER LEADER	RWL

OD	OVERFLOW DRAIN	OD

SD	STORM DRAIN	SD

IW	INDIRECT WASTE	IW

EXISTING PIPING	(E)

(E)	EXISTING

(N)	NEW

ABOVE CEILING	ABV CLG

BELOW FLOOR	BEL FLR

BELOW GRADE	BEL GR

TYPICAL	TYP

CONTINUATION	CONT

DOWN	DN

FLOOR CLEANOUT	FCO

CLEANOUT TO GRADE	COTG

WALL CLEANOUT	WCO

PIPING TURN UP

PIPING TURN DOWN

POINT OF CONNECTION	POC

SHUT-OFF VALVE IN BOX	SOV

SHUT-OFF VALVE	SOV

SHUT-OFF VALVE IN RISER	-

SHUT-OFF VALVE IN DROP	-

GATE VALVE	-

CHECK VALVE	-

BALL VALVE	-

BALANCE COCK	-

REDUCER	-

MANHOLE	MH

FLOW LINE	FL

UNION	-

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN
SCHEDULES, LEGENDS, & NOTES
ARCHITECTS.

PROJECT:
SHEET:
CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
MP	MD	PP	A. OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP	MD	PP	B. OPTION 2: PLUMBING PIPING (PP) - SHALL COMPLY WITH OPM-0043-13 HCAI PRE-APPROVAL (MASON WEST, SEISMIC RESTRAINT GUIDELINES FOR SUSPENDED DISTRIBUTION SYSTEMS).

6.      BRACE ALL PIPING 3" DIAMETER AND GREATER; USE Ip=1.0 FOR SEISMIC DESIGN CALCULATIONS. EXCEPTION: NATURAL GAS PIPING 1"DIAMETER AND GREATER, USE Ip=1.5 FOR SEISMIC DESIGN CALCULATIONS.

7.      PENETRATIONS THROUGH FIRE RATED WALLS, FLOOR/CEILING, AND ROOF/CEILING ASSEMBLIES SHALL BE SEALED USING AN APPROVED SYSTEM CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC TO FIRE STOPS PER 2022 CBC SECTION 714. THIS INCLUDES EXISTING PIPE AND CONDUIT THROUGH NEW ASSEMBLIES. CUSTOM DESIGNED SYSTEMS WHICH COMBINE COMPONENTS FROM DIFFERENT APPROVED SYSTEMS BUT HAVE NOT BEEN TESTED AS A COMPLETE ASSEMBLY WILL NOT BE ACCEPTABLE. FOR FIRE STOPS FOR PIPE PENETRATIONS SEE SPECIFICATIONS.

8.      FIELD VERIFY THE EXACT LOCATION, DEPTH AND SIZE OF ALL NEW POINTS OF CONNECTION TO EXISTING UTILITIES PRIOR TO COMMENCING NEW UTILITY WORK.

9.      ALL DOMESTIC WATER PIPING SHALL BE A MINIMUM OF 1/2" SIZE UNLESS NOTED OTHERWISE. USE A REDUCING DROP ELL AT FIXTURE CONNECTION WHEN
APPLICABLE.

No. M34846 Exp. 6-30-24

E N G I N E E R I N G G R O U P

4910 E. Clinton Way, Suite 101                                     Fresno, CA 93727 (559) 431-0101                                                            FAX (559) 431-1362

DRAWING SET INFORMATION:

5/5/2023
	Submittal Set

REVISIONS:

PROJECT NUMBER: 2306

SHEET NUMBER:

P001

PLUMBING SITE PLAN
		
1/4" = 1'-0"

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

NORTH MILLBROOK AVE.
PROJECT:
SHEET:
CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
PLUMBING SITE PLAN
FOR PLUMBING WORK IN THIS AREA, REFER TO SHEET P201.

EAST TEAGUE AVE.

NORTH

1

No. M34846 Exp. 6-30-24

E N G I N E E R I N G G R O U P

DRAWING SET INFORMATION:

5/5/2023
	Submittal Set

REVISIONS:

PROJECT NUMBER: 2306

SHEET NUMBER:

4910 E. Clinton Way, Suite 101

(559) 431-0101

Fresno, CA 93727

FAX (559) 431-1362

P101

/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
(E) W (BG)
(E) V / / / / / / / / / / / / / / / / / / / / /
(E) V

PLUMBING PLAN
		
1/4" = 1'-0"

HB-1

	
2"WCO

2"
	(E) W (BG)

																										

					

3"

3"

8	7	5	PLUMBING DEMOLITION KEYNOTES: (E) COTG

/ /
/ /
3"	/ / / / / / /  /

1     2

1     DISCONNECT AND REMOVE PLUMBING FIXTURE, ALL SINK TRIM, EXPOSED PIPING AND CAP PIPING IN WALL BEHIND FINISHED SURFACES.

3"

6

2" 	4

(E) FCO.

3

/ / / / / / / / / / / / / / / /  / 

1

/ / / / / /

2"

2"

2"

2" (E) W (BG)

2     DISCONNECT AND REMOVE EXISTING ON-FLOOR SOLIDS INTERCEPTOR BELOW SINK.

3     DISCONNECT AND REMOVE EXISTING FLOOR DRAIN, CAST IN PLACE SOLIDS INTERCEPTOR AND FLOOR CLEANOUT. REMOVE PIPING SHOWN CROSSHATCHED. CAP VENT PIPING FROM FLOOR DRAIN IN WALL ABOVE FINISHED FLOOR.

4     DISCONNECT AND REMOVE PLUMBING FIXTURE, ALL SINK TRIM. CAP WASTE PIPING ABOVE FLOOR. CAP VENT PIPING BEHIND FINISHED SURFACES.

5     DISCONNECT AND REMOVE EXISTING SMALL CAST IN PLACE TRENCH WITH DRAIN AND FLOOR CLEANOUT. REMOVE PIPING SHOWN CROSSHATCHED.

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

(E) COTG

2"

(E) W (BG)
3"

6     EXISTING 750 GALLON SOLIDS INTERCEPTOR TO REMAIN. REMOVE WASTE PIPING UPSTREAM OF INTERCEPTOR.

7     DISCONNECT AND REMOVE EXISTING VENT PIPING IN WALL. EXISTING 2" VENT THRU ROOF TO REMAIN.

8     REFER TO THE ARCHITECTURAL DRAWINGS FOR EXTENTS OF SAWCUT, REMOVE AND PATCH BACK OF CONCRETE SURFACE.

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN
ARCHITECTS.

	(E) W (BG) 
3"
3"

NORTH

1

PLUMBING DEMOLITION PLAN
		
1/4" = 1'-0"

CERAMICS CLASSROOM
DEMOLITION & NEW PLUMBING PLAN
PLUMBING KEYNOTES:

17

3

2 6	10

9 TP-1

3"	 .005'/FT SLOPE            .005'/FT SLOPE T1409-PB-13	T1408-PB-13

3"	3"

8 S-2 5	2"	2"WCO

16	14

4		15 11
7 S-1

2"WCO

13	14

.005'/FT SLOPE

T1407-PB-13

.005'/FT SLOPE

T1406-PB-13

.005'/FT SLOPE

T1405-PB-13

.005'/FT SLOPE

T1404-PB-13

.005'/FT SLOPE

T1403-PB-13

.005'/FT SLOPE

T1402-PB-13

.005'/FT SLOPE

T1401-PB-13

NEUTRAL

T1400N-PB-13

NEUTRAL

T1400N-PB-13

1

NEUTRAL

T1400N-PB-13

1 P.O.C.

2"FCO	2"

2"

2"
(E) W (BG) 

1     CAP CW, HW, WASTE AND VENT PIPING IN WALL BEHIND FINISHED SURFACES.

2     CAP VENT PIPING IN WALL.

3     P.O.C. 2" VENT TO EXISTING 2" VTR ABOVE CEILING.

4     EXISTING 750 GALLON SOLIDS INTERCEPTOR TO REMAIN.

5     P.O.C. 3" WASTE TO EXISTING SOLIDS INTERCEPTOR WASTE INLET. AT START OF CONSTRUCTION, VERIFY INVERT ELEVATION AT THE INLET OF THE SOLIDS INTERCEPTOR. NOTIFY DESIGN TEAM IF INVERT ELEVATION FOR NEW PLUMBING ROUGH IS NOT SUFFICIENT.

6     TRENCH DRAIN TRAP WITH CLEANOUTS ON EITHER SIDE OF TRAP. LOCATE TRAP AND CLEANOUTS IN CONCRETE VAULT BELOW FINISHED SURFACE. REFER TO THE ARCH. DRAWINGS FOR CONCRETE BOX AND COVER. REFER TO DETAIL C/P901.

7     DOUBLE COMPARTMENT SINK WITH PRE-RINSE FAUCETS AND EMERGENCY EYEWASH. REFER TO DETAIL A/P901.

8     THREE STATION HANDWASH SINK. REFER TO DETAIL B/P901 FOR WALL HANGER ATTACHMENT.

9     ELECTRONIC TRAP PRIMER. PROVIDE TAPPED WASTE TEE ON TRENCH DRAIN TRAP ARM AND CONNECT 1/2" CW FROM TRAP PRIMER TO 3" WASTE TRAP ARM.

PROJECT:
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
10 HOSE BIBB, MOUNT AT FIN. FLR. +24".

SHEET:
(E) COTG	11 ALL PIPING IN FURRED WALL ABOVE FIN. FLR. SHALL BE SIZED AS FOLLOWS: 3/4" CW, 3/4" HW, 2" WASTE, 2" VENT.

12

(E) W (BG)
3"

	(E) W (BG) 

12 CAP EXISTING 2" VENT RISER IN WALL. P.O.C. 3/4" HW TO EXISTING 3/4" HW PIPING IN WALL. EXTEND 3/4" HW PIPING TO ALL PLUMBING FIXTURES.

13 P.O.C. 3/4" CW TO EXISTING 3/4" CW PIPING. EXTEND 3/4" CW PIPING TO ALL PLUMBING FIXTURES.

14 RECESSED THERMOSTATIC MIXING VALVE FOR FIXTURE, EXTEND 3/4" TEMPERED WATER PIPING TO EACH FAUCET.

15 RECESSED THERMOSTATIC MIXING VALVE FOR EMERGENCY EYEWASH, EXTEND 3/4" TEMPERED WATER PIPING TO SINK BACKSPLASH MOUNTED EMERGENCY EYEWASH.

16 CORE DRILL WALL. NO CUTTING OF REBAR ALLOWED. X-RAY WALL TO DETERMINE LOCATION OF REBAR. PRIOR OF CORING, SUBMIT SHOP DRAWING OF THE PROPOSED CORE TO THE ARCHITECT FOR REVIEW.

No. M34846 Exp. 6-30-24

DRAWING SET INFORMATION:

5/5/2023
	Submittal Set

REVISIONS:

17 REFER TO THE ARCHITECTURAL DRAWINGS FOR EXTENTS OF SAWCUT, REMOVE AND PATCH BACK OF CONCRETE
NORTH	SURFACE.

2	E N G I N E E R I N G G R O U P

4910 E. Clinton Way, Suite 101                                     Fresno, CA 93727 (559) 431-0101                                                            FAX (559) 431-1362

PROJECT NUMBER: 2306

SHEET NUMBER:

P201

4"
ADA COMPLIANT
28"
34"
8"
25"
1-1/4"
9/16"
4"

2-3/8"

	
1-1/2"
	
16"	21"	2"	32"	16"
	
1-1/2"

A
						
	2"

23-1/2"
		A

B

C

C

									

1-1/2"
		B

	
			
						ROLL PIPE OFF VERTICAL IF REQUIRED TO

				

						M

			

						CLEAR BOTTO OF COVER.

																	

7"

3-3/4"

PLUMBING CHASE.

⌀

PROVIDE THREADED CLEANOUT PLUG IF SPACE ALLOWS. PROVIDE BLIND PLUG IF THERE IS NOT ENOUGH SPACE FOR THE THREADED CLEANOUT PLUG.

TRAP ACCESS WITH COVER PLATE, REFER TO THE ARCHITECTURAL DRAWINGS.

22-1/2"	8"

W.T.=245LBS

20-1/2"	8"	28"

2"
(4) 1-1/4" DIA. HOLES	2-1/2"

25.4mm

SAN TEE, IF SPACE IS NOT SUFFICIENT FOR BLIND PLUG, PROVIDE 3" QUARTER BEND IN LIEU OF SAN TEE.

6"
6"
2" 	2-1/2"	2-1/2" 

OPENING FOR	OPENING FOR J-35 DRAIN	J-35 DRAIN

30-13/16"

ADA COMPLIANT

WATER LEVEL 3-1/2"

S-1 DOUBLE
2-3/8"                    COMPARTMENT SINK

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

3" WASTE LINE FROM 	

TRENCH DRAIN.

I.E. 8.65' BEL. FIN. FLR.      

CORE DRILL CMU WALL AND TOP OF FOOTING FOR PIPE PENETRATION. X-RAY EACH CORE LOCATION. NO CUTTING
OF REBAR ALLOWED. 	

2" VENT, REFER TO THE PLUMBING PLANS FOR CONTINUATION.

NOTE:
CONFIRM INVERT ELEVATION AT SOLIDS INTERCEPTOR IF PIPING ROUGH IS SUFFICIENT PRIOR TO THE INSTALLATION OF NEW PIPING. NOTIFY DESIGN TEAM IF INVERT ELEVATION IS NOT SUFFICIENT.

NOTE:

FIELD PUNCH FAUCET HOLES TO COMPLY WITH CA ADA ACCESSIBILITY REQUIREMENTS.

CUSTOM SINK TOP: NONCANCELLABLE NONRETURNABLE, NONREDUCIBLE.

90"

(4) 1-5/8" O.D. STAINLESS STEEL TUBULAR LEGS W/FULLY ENCLOSED GUSSETS AND ADJUSTABLE BULLET FEET. REFER TO DETAIL C/PAS2.4.

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN
ARCHITECTS.

PIPE PENETRATION THRU WALL	C SCALE: NONE                                                                                                                                                       WOOD STUD WALL                                                                                                     P901

S-1 DOUBLE COMPARTMENT SINK

2"

SECTION AA

1-1/2"

SECTION BB

2"

SECTION CC

SEAMLESS WELDED CONSTRUCTION OF 14 GAUGE TYPE 304 STAINLESS STEEL. INTERIOR SURFACES TO HAVE A NO. 4 FINISH. EXPOSED EXTERIOR SURFACES TO HAVE A BRUSH FINISH. CERTIFIED TO A NATION SANITATION FOUNDATION STANDARD TO NO. 2.

CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
PLUMBING DETAILS
DOUBLE COMPARTMENT SINK DETAIL	A SCALE: NONE                                                                                                                                                                                                                                                            P901

CENTERLINE OF FIXTURE.

CENTERLINE OF FIXTURE SUPPORT HANGER.

LOCATE SCREWS IN CENTER OF STUDS.

FIXTURE SUPPORT HANGER.

USE 3/16" LESS THICKNESS DRYWALL OVER PLATE TO CREATE FLUSH WALL.

#12 WOOD SCREWS W/MIN. PENETRATION OF 2-1/4" PAN HEAD OR WAFER HEAD, (3) PER STUD. PRE-DRILL HOLES IN PLATE TO THE SHANK DIAMETER, TYP.

3/16"x8"STEEL PLATE FOR FIXTURE WALL BACKING PLATE.
MAX WEIGHT = 400 LBS.

NOTES:

1.      FOR SINGLE FIXTURE, PLATE SHALL BE ANCHORED TO A MINIMUM OF (4) VERTICAL STUDS.

2.     FOR CONDITIONS AT BATTERY OF FIXTURES, MOUNT ON A CONTINUOUS STEEL PLATE. EXTEND PLATE (2) STUDS
1"	BEYOND CENTER OF END FIXTURE.

3.     PRE-DRILL ALL HOLES IN 3/16" STEEL PLATE PRIOR TO INSTALLATION OF THE
SELF-TAPPING SCREWS.

4"
4.     PROVIDE #14 THREADED SELF-TAPPING 1"	SCREWS THROUGH PLATE TO FOR WALL
HANGER MOUNTING. PRE-DRILL HOLES (6 SCREWS PER HANGER).

5.     WHERE A SECOND WALL HANGER IS REQUIRED, LOCATE THE WALL HANGERS ALONG THE CENTERLINE OF THE PLATE IN THE LOCATIONS REQUIRED BY THE PLUMBING FIXTURE.

PROJECT:
SHEET:
DRAWING SET INFORMATION:

5/5/2023
	Submittal Set

REVISIONS:

FIXTURE SUPPORT BACKING PLATE DETAIL	B
SCALE: NONE                                                   WOOD STUD WALL                                                       P901                      No. M34846 Exp. 6-30-24

PROJECT NUMBER: 2306
E N G I N E E R I N G G R O U P	SHEET NUMBER:

4910 E. Clinton Way, Suite 101

(559) 431-0101

Fresno, CA 93727

FAX (559) 431-1362

P901

PROJECT:
SHEET:
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
NOTES & SYMBOL SCHEDULE
ELECTRICAL EQUIPMENT ELECTRICAL GENERAL NOTES	ELECTRICAL SYMBOL SCHEDULE	ANCHORAGE NOTES

1.      ALL WORK SHALL MEET THE LATEST ADOPTED ADDITIONS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 AND ALL OTHER APPLICABLE REGULATIONS, WHICH INCLUDE:

CALIFORNIA BUILDING CODE	2022 CALIFORNIA ELECTRICAL CODE	2022 NON RESIDENTIAL CEC ENERGY STANDARDS	2022

2.     NOTHING IN THE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

3.     IT IS THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER EVERYTHING REQUIRED TO PROVIDE FOR COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS TO FURNISH LABOR, MATERIAL,     TRANSPORTATION,     EQUIPMENT, MISCELLANEOUS     SERVICES,     ETC.     REQUIRED     TO ACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE REASONABLY CONSTRUED AS A NECESSARY PART OF THE INSTALLATION IS TO BE INCLUDED, WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED.

4.     THE CONTRACTOR SHALL EXAMINE THE SITE AND EXISTING CONDITIONS AND MAKE ALLOWANCES IN THE BID FOR ANY CONDITIONS NOT SHOWN ON THE ELECTRICAL DOCUMENTS.

5.     THE PLANS AND SPECIFICATIONS ARE INTENDED TO BE USED AS CONSTRUCTION GUIDELINES AND ARE NOT THE TOTAL INSTRUMENT OF CONTRACT DOCUMENTS. IT IS NOT THE INTENTION OF ANY CONSTRUCTION PLANS TO DIVIDE WORK AMONG DIFFERENT TRADES. VERIFY THE SCOPE OF WORK WITH THE ARCHITECT AND THE GENERAL CONTRACTOR.

6.     ELECTRICAL ROUTING IS DIAGRAMMATIC ONLY. ACTUAL ROUTING & PHYSICAL CONDITIONS MAY VARY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL ROUTING, CONNECTIONS, & PROVISION OF ALL APPURTENANCES NECESSARY FOR A COMPLETE & OPERATING SYSTEM.

7.     ELECTRICAL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED (UL, CSA ETC.) PER CEC 110.2.

8.     PROVIDE LABELING AND DIRECTORIES FOR ALL SWITCHBOARDS AND PANELBOARDS PER CEC 408.4.

9.     ELECTRICAL EQUIPMENT     SHALL HAVE A SHORT     CIRCUIT CURRENT RATING CAPABLE OF WITHSTANDING THE AVAILABLE SHORT CIRCUIT CURRENT PER CEC 110.9.

10. PROVIDE MINIMUM 30" WIDE x 78" HIGH x 36" DEEP [42" DEEP] WORK CLEARANCES IN FRONT OF PANELS, SERVICE OR EQUIPMENT RATED AT 120/208V 3Ø 4W [277/480V 3Ø 4W] PER CEC 110.26.

11. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUIT OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE MOUNTED BETWEEN 15" AFF AND 48" AFF AND SHALL COMPLY WITH CBC SECTION 11B-308. THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OBSTRUCTED (E.G. BY CASEWORK, COUNTERS, ETC.), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN CBC 11B-308.2.2 AND 11B-308.3.2.

12. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED BETWEEN 15" AFF AND 48" AFF AND SHALL COMPLY WITH CBC SECTION 11B-308. THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OBSTRUCTED (E.G. BY CASEWORK, COUNTERS, ETC.), SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN CBC 11B-308.2.2 AND 11B-308.3.2.

13. ALL WALL AND SURFACE MOUNTED FIXTURES PROTRUDING IN THE PATH OF TRAVEL (POT) OR COMMON PEDESTRIAN WAYS SHALL COMPLY WITH CBC 11B-307.2, OR SHALL BE MOUNTED LESS THAN 27" AFF OR GREATER THAN 80" AFF, OR SHALL BE PROVIDED WITH A BARRIER CONFORMING TO CBC 11B-307.4.

14. EMERGENCY EGRESS LIGHTING SHALL PROVIDE A MINIMUM LUMINANCE OF 1 FOOTCANDLE AT THE WALKING SURFACE FOR A MINIMUM OF 90 MINUTES.

POLE WITH POST TOP AREA LUMINAIRE

2X4 LIGHT FIXTURE

WALL LIGHT

S	SWITCH AT +48" AFF TO TOP OF BOX

POWER PANEL

TERMINAL CABINET

J	JUNCTION BOX

DISCONNECT SWITCH, FUSIBLE, WP

MOTOR

DUPLEX CONVENIENCE OUTLET

AT +18" AFF TO CENTER OF BOX, U.O.N.

QUADPLEX CONVENIENCE OUTLET

AT +18" AFF TO CENTER OF BOX, U.O.N.

GFI DUPLEX OUTLET

AT +18" AFF TO CENTER OF BOX, U.O.N.

WP, GFI DUPLEX OUTLET

AT +18" AFF TO CENTER OF BOX, U.O.N.

VOIP TELEPHONE OUTLET (RJ-45 CAT6) AT +45" AFF TO CENTER OF BOX, U.O.N.

DATA OUTLETS (RJ-45 CAT6)

AT +18" AFF TO CENTER OF BOX, U.O.N. PROVIDE (2) DATA JACKS U.O.N.

DATA/TELEPHONE OUTLET (RJ-45 CAT6) AT +18" AFF TO CENTER OF BOX, U.O.N.
(2) DATA JACKS AND (1) TELEPHONE JACK U.O.N.

WAP OULETS

(2) WAP DATA JACKS MOUNTED IN ATTIC SPACE.

INTRUSION DOOR/WINDOWS CONTACT

M	INTRUSION MOTION SENSOR AT CEILING

G	INTRUSION GLASS BREAK SENSOR AT CEILING

K	INTRUSION KEY PAD AT +48" AFF TO TOP OF BOX

Z	INTRUSION 4-ZONE ADDRESSABLE MODULE IN ACCESSIBLE ATTIC SPACE

SURVEILLANCE (CCTV) CAMERA

20A 277V QUIET TOGGLE

REFER TO POWER SINGLE LINE DIAGRAM

REFER TO DETAIL N5/X/E101

4-11/16" SQUARE BOX & COVER PLATE MIN.

REFER TO MECH. PLANS & SPECS.

REFER TO MECH. PLANS & SPECS.

20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT

20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT

20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT

20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT

4-11/16" SQ. BOX W/ SINGLE GANG RING. INCLUDE (2) 1"C. TO ACCESSIBLE ATTIC SPACE W/ JACK(S).

4-11/16" SQ. BOX W/ SINGLE GANG RING. INCLUDE (2) 1"C. TO ACCESSIBLE ATTIC SPACE. HOMERUN CABLES TO IDF.

4-11/16" SQ. BOX W/ SINGLE GANG RING. INCLUDE (2) 1"C. TO ACCESSIBLE ATTIC SPACE HOMERUN CABLES TO IDF.

SEE DETAIL M6/X/E102. HOMERUN CABLES TO IDF.

PROVIDE 1/2"C TO ACCESSIBLE ATTIC SPACE. REFER TO SPECIFICATIONS.

REFER TO SPECIFICATIONS.

REFER TO SPECIFICATIONS.

INCLUDE 1/2"C TO ACCESSIBLE ATTIC SPACE REFER TO SPECIFICATIONS.

REFER TO SPECIFICATIONS.

JUNCTION BOX WITH 1"C. TO ACCESSIBLE

ALL ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16, CHAPTERS 13, 26 AND 30:

1.      ALL PERMANENT EQUIPMENT AND COMPONENTS.

2.     TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING ELECTRICAL UTILITY SERVICE.
3.     MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

THE FOLLOWING     ELECTRICAL     COMPONENTS     SHALL     BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED CONDUIT.

A.     COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR     OR     ROOF     LEVEL     THAT     DIRECTLY     SUPPORT     THE COMPONENT.
B.     COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS.

ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES

THE ELECTRICAL DISTRIBUTION SYSTEM SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16, SECTION 13.3 AS DEFINED IN ASCE 7-16, SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8, AND 2019 CBC, SECTIONS 1617A.1.24, 1617A1.25, AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

PAUL HALAJIAN ARCHITECTS
389 Clovis Ave, Suite 100 Clovis, CA 93612-1185
T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN
ARCHITECTS.

15. FIRE ALARM EQUIPMENT SHALL BE SERVED BY DEDICATED FIRE ALARM BRANCH CIRCUITS PER NFPA 72 10.6.5.1.2. THE CIRCUIT NUMBER SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM EQUIPMENT PER NFPA 10.6.5.2.1. THE CIRCUIT BREAKER SHALL BE EQUIPPED WITH RED HANDLE AND LOCK-ON DEVICE, AND PERMANENTLY IDENTIFIED AS "FIRE ALARM CIRCUIT" PER NFPA 72 10.6.5.2.2, 10.6.5.2.3, 10.6.5.2.4, AND 10.6.5.4.

EXACT LOCATION DETERMINED IN FIELD PER OWNER ATTIC SPACE WITH CAMERA CABLE. VERIFY REQUIREMENTS AND LOCATIONS PRIOR TO ROUGH-IN.

S WP	WP OUTDOOR IP PUBLIC ADDRESS SPEAKER	ATLAS #IP-HVP W/ SURFACE ENCLOSURE

THE ELECTRICAL DISTRIBUTION SYSTEM IS DETAILED ON THE APPROVED DRAWINGS WITH SPECIFIC NOTES AND DETAILS. WHEN A DETAIL IS NOT PROVIDED ON THE PLANS, THE ELECTRICAL DISTRIBUTION SYSTEM SHALL COMPLY WITH HCAI PRE-APPROVAL #OPM-0052-13 (B-LINE).

CERAMICS CLASSROOM
16. WIRING FOR 120/208V AND 277/480V SYSTEMS SHALL BE MIN. #12 AWG THHN/THWN COPPER.	PROVIDE (1) DATA JACK	HOMERUN CABLE TO IDF.

17. FEEDERS SIZE #4 AND LARGER SHALL BE MEGGER TESTED. TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER.

S	IP CLOCK/PA SPEAKER IN WALL MT'D SURFACE ENCL. ATLAS #IP-SDM W/ SURFACE ENCLOSURE

PROVIDE (1) DATA JACK	HOMERUN CABLE TO IDF.

18. COLORS/FINISHES/MATERIALS FOR ALL ELECTRICAL DEVICES, PLATES, LIGHT FIXTURES, ETC. SHALL BE CHOSEN BY THE ARCHITECT.

19. PROVIDE PERMANENT LOCK-OPEN DEVICES ON CIRCUIT BREAKERS SERVING ELECTRIC WATER HEATERS TO MEET THE REQUIREMENTS OF CEC 422.31.

20. CONTRACTOR SHALL EXTEND ALL SIGNAL AND FIRE ALARM SYSTEMS AS REQUIRED. MODIFY HEAD-IN EQUIPMENT TO ACCOMMODATE NEW DEVICES AS REQUIRED. VERIFY THE CONDITION AND EXPANDABILITY OF ALL HEAD-IN EQUIPMENT PRIOR TO BID AND MODIFY ACCORDINGLY.

21. CALL USA UNDERGROUND ALERT AND VERIFY WITH DISTRICT THE DESIRED ROUTING AND LOCATIONS OF UNDERGROUND CONDUITS AND STRUCTURES PRIOR TO TRENCHING.

22. EXISTING EQUIPMENT TO BE REMOVED AND/OR REPLACED SHALL BE DELIVERED TO THE DISTRICT MAINTENANCE DEPARTMENT OR DISPOSED OF, AT THE DISCRETION OF THE DISTRICT.

23. ALL CONDUITS UNDER CONCRETE OR ASPHALT WILL HAVE 24" MINIMUM COVER OF ROCK FREE NATIVE SOIL, METALLIC WARNING TAPE AT 12", AND NO ENCASEMENT REQUIRED. ALL CONDUITS THAT HAVE CONDUCTORS WITH A POTENTIAL OF 250 VOLT TO GROUND OR GREATER, THAT ARE NOT UNDER ASPHALT AND/OR CONCRETE SHALL REQUIRE 1,500 PSI CONCRETE ENCASEMENT, METALLIC WARNING TAPE AT 12", AND A MINIMUM COVER FROM TOP OF ENCASEMENT OF 24". ALL CONDUITS THAT HAVE CONDUCTORS WITH A POTENTIAL OF LESS THAN 250 VOLTS TO GROUND, THAT ARE NOT UNDER ASPHALT AND/OR CONCRETE WILL HAVE 30" MINIMUM COVER OF NATIVE SOIL, METALLIC WARNING TAPE AT 12" AND NO ENCASEMENT REQUIRED.

24. INSTALL GALVANIZED RIGID STEEL RISERS & ELBOWS WHERE THEY OCCUR. WRAP GALVANIZED RIGID STEEL BELOW GRADE. PVC SHALL NOT BE INSTALLED ABOVE GRADE.

25. CONDUIT INSTALLED ABOVE GRADE SHALL BE MIN. 3/4" TRADE SIZE. CONDUIT BELOW GRADE SHALL BE MIN. 1" TRADE SIZE.

26. PROVIDE (4) 1" CONDUIT STUBS FROM NEW ELECTRICAL PANEL TO ACCESSIBLE ATTIC SPACE FOR FUTURE USE.

27. CIRCUIT BREAKERS SERVING FIRE ALARM EQUIPMENT SHALL HAVE A RED HANDLE AND LOCK-ON DEVICE.

28. HOLES ARE NOT ALLOWED THROUGH TOP PLATES OF BEARING WALLS AND SHEAR WALLS.

29. INCLUDE FIRE STOP SYSTEMS REQUIRED FOR ALL WORK AFFECTED BY FIRE RATED ASSEMBLIES.

30. INCLUDE ALL WORK REQUIRED TO INVESTIGATE, DEMOLISH, & RECONNECT EXISTING ITEMS.

LOW VOLTAGE GENERAL NOTES

TV	CLASSROOM TV LOCATION (2) DATA JACKS & HDMI JACK

AV                            AUDIO/VISUAL INPUT STATION WITH HDMI JACK AT +18" AFF TO CENTER OF BOX, U.O.N.

MDF	MAIN DISTRIBUTION FRAME (MDF)

IDF	INTERMEDIATE DISTRIBUTION FRAME (IDF)

PA	P.A. SYSTEM HEAD END

PT	P.A. SYSTEM TERMINAL BLOCK

TEL	TEL. SYSTEM HEAD END

TT	TEL. SYSTEM TERMINAL BLOCK

SEC	INTRUSION SYSTEM MAIN PANEL

INT	INTRUSION SYSTEM TERMINAL BLOCK

EMS	ENERGY MANAGEMENT SYSTEM PUNCH BLOCK

FAT	FIRE ALARM TERMINAL BLOCKS

FCP	FIRE ALARM CONTROL PANEL

WIREMOLD 5400 SURFACE WIREWAY

EXISTING TO BE REMOVED

EXISTING CONDUIT/WIRING TO BE DEMOLISHED

EXISTING DEVICES TO REMAIN

EXISTING WIRING TO REMAIN

WIRING BELOW GRADE

WIRING IN WALL OR CEILING

LV	LOW VOLTAGE WIRING

VERIFY LOCATIONS OF DEVICES PRIOR TO ROUGH-IN. PULL HDMI TO TEACHER'S STATION. PULL DATA CABLES TO IDF.

PULL HDMI IN FROM TV LOCATION.

SEE SPECIFICATIONS AND DETAIL G6/X/E102.

LOCATION FOR REFERENCE. SEE FIRE ALARM PLANS.

LOCATION FOR REFERENCE. SEE FIRE ALARM PLANS.

RISERS WHERE INDICATED ON DRAWINGS

REFER TO DETAIL A1/X/E101. 1"C. CONDUIT MIN.

3/4'' CONDUIT MIN.; EMT CONCEALED AND ABOVE 96" EXPOSED; GRS BELOWS 96" EXPOSED.

DRAWING SET INFORMATION:

1.      THE ELECTRICAL CONTRACTOR SHALL CONTACT EACH SIGNAL SYSTEM VENDOR AND THOROUGHLY INVESTIGATE THE EXPANDABILITY OF ALL EXISTING SYSTEMS. THE CONTRACTOR'S BID SHALL INCLUDE ALL REQUIRED COMPONENTS, PROGRAMMING, ETC. TO INTEGRATE THE WORK SHOWN IN DIV. 26 DRAWINGS AND PROVIDE FOR FULLY FUNCTIONAL LOW VOLTAGE SYSTEMS.

2.     EXISTING PULL BOX LOCATIONS ARE DIAGRAMMATIC. FIELD VERIFY EXACT LOCATIONS. ADD CONDUITS TO EXISTING PULL BOXES WHERE INDICATED. REPAIR ANY DAMAGE INCURRED.

CONDUIT RISER

FLEXIBLE CONDUIT

CONDUIT STUB AND CAP

#10	HASH MARKS DENOTES QTY. OF CONDUCTORS

3/4'' CONDUIT MIN.

3/4'' CONDUIT MIN.

3/4'' CONDUIT MIN.

3/4'' CONDUIT MIN.

08.04.2021
	Backcheck

REVISIONS:

3.     DISCONNECT, REMOVE, REPULL, AND RETERMINATE EXISTING CABLING AS REQUIRED TO INSTALL NEW CABLING IN EXISTING CONDUITS.

WIRE SIZE INDICATED, IF OTHER THAN #12 AWG

A-2	HOME RUN (TO PANEL "A", CIRCUIT "2")	3/4'' CONDUIT MIN.

4.     TERMINAL CABINETS TO BE WIEGMANN RHC SERIES, OR EQUAL, W/ MOUNTING PANELS / PLYWOOD BACK BOARD. INSTALL ALL REQUIRED TERMINAL STRIPS, PUNCH DOWN BLOCKS, ETC.

5.     INSTALL NYLON PULL LINE WITH ALL CABLE RUNS IN UNDERGROUND CONDUITS.

6.     CABLING AND DEVICES ADDED AS SURFACE MOUNTED IN RELOCATABLE BUILDINGS SHALL BE INSTALLED IN WIREMOLD 800 (OR 2300 AS NEEDED), COLOR TO BE SELECTED BY ARCHITECT. INSTALLATION SHALL HAVE ONLY FACTORY COMPONENTS DESIGNED FOR THE SYSTEM UTILIZED.

7.     PROVIDE GREEN #6 AWG GROUND CABLE FROM BUILDING PANEL GEC TO EACH IDF AND AN INSULATED COPPER GROUND BUS AT EACH IDF.

(E)	"EXISTING"

(N)	"NEW"

UON	"UNLESS OTHERWISE NOTED"

WP	"WEATHERPROOF" / NEMA 3R

GFI	"GROUND FAULT INTERRUPTER"

Hardin-Davidson Engineering 356 Pollasky Ave., Suite 200 Clovis, CA 93612

559.323.4995 tel • 559.323.4928 fax

PROJECT NUMBER: 2306

SHEET NUMBER:

E000

(E) MAIN SWITCHBOARD 'MSB' 277/480V 3Ø 4W 3000A NEMA 3R

(E) PRIMARY	

(E) UTILITY TRANSFORMER.

(E) 3000A BUS DUCT

M

20/2	3000/3 GFP

3000A BUS

(E)1200/3

PAUL HALAJIAN

(E)	ARCHITECTS

3/0

			

(E)1200/3

(E) PANEL 'DC'

389 Clovis Ave, Suite 100 Clovis, CA 93612-1185
T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN
(E)	No. C20194

		

(E) PANEL 'LC1'

(E)

(E) G.E.C.

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN
ARCHITECTS.

(E) TRANSFORMER 'PD' 112.5kVA, NEMA 3R
480-120/208V, 3Ø

DIAGRAM & PANEL SCHEDULES
(E)

CLASSROOM
200/3

(E) PANEL 'CD1'

CLOVIS WEST
NEMA 1 10kAIC

1-1/2"C. - 4#3, 1#8G.

(N) PANEL 'CD4'

(E)

		

(E) PANEL 'CD3'

NO CA 93720
1
POWER SINGLE LINE DIAGRAM NOT TO SCALE

S RES
		E
				
		NE
				
CERAMICS 1070 E. TEAGUE, FR
			N
			
		IN
		
				LI
			
		E L

PANELBOARD

			S
				
		SHEET:

						

PANELBOARD (WT. <100#). WALL MOUNT TO BLOCK WALL.

(4) 1/4"Ø x 1" HEX HEAD BOLT WITH WASHER AND SPRING NUT.

NOTE:

PANELBOARD IN GENERAL CIRCULATION AREA SHALL PROJECT LESS THAN 4" FROM WALL OR BOTTOM OF PANEL AT 27" MAX AFF, OR PROVIDE PROTECTION BARRIER UNDER OR EACH SIDE OF PANEL.

PROVIDE UNISTRUT 'P1000T'. ATTACH UNISTRUT TO CONCRETE WALL WITH 1/4" DIA HILTI KB-TZ2 WITH 1-1/2" EMBEDMENT INTO THE EXISTING CONCRETE WITH 24" O.C. IN EACH DIRECTION.

PROJECT:
CUSD
INGL
DRAWING SET INFORMATION:

08.04.2021
	Backcheck

REVISIONS:

2
PANELBOARD MOUNTING DETAIL (BLOCK WALL) NOT TO SCALE

Hardin-Davidson Engineering 356 Pollasky Ave., Suite 200 Clovis, CA 93612

559.323.4995 tel • 559.323.4928 fax

PROJECT NUMBER: 2306

SHEET NUMBER:

E010

		

+9'-0"

					

				

	

1 (E) PNL. 'CD1'

	1 (E) PNL. 'LC2'

1 (E) PNL. 'PC'

1 (E) PNL. 'DC'

		
(N) PNL. 'CD4'
3

KEYNOTES

17.	2

#10

15.	2

#10

CD4-15,17

CERAMICS ROOM 1

+9'-0"

PNL. 'CD1'

WORK ROOM 2

1.     EXISTING PANEL TO REMAIN. PROVIDE UPDATED TYPE-WRITTEN PANEL SCHEDULE IN ANY PANEL WHERE WORK IS PERFORMED. PANEL SCHEDULE SHALL BEAR THE NAME OF THE CONTRACTOR, THE DATE THE SCHEDULE WAS UPDATED, FACILITY NAME ("CLOVIS WEST"), BUILDING NAME ("C"), PANEL DESIGNATION (NAME), VOLTAGE, PHASE, NUMBER OF CIRCUITS.

2.     PROVIDE NEW GFCI-PROTECTED RECEPTACLE AT CEILING FOR CORD REEL. PROVIDE VIVO #MOUNT-VP07DP 2'X2' MOUNTING PLATE. PROVIDE 20A, 120V, GFCI-PROTECTED, TAMPER RESISTANT RECEPTACLE. R ATTACH MOUNT TO T-BAR GRID AND PROIDE SEISMIC BRACING PER ARCHITECTURAL REQUIREMENTS. INSTALL CORD REEL TO MOUNTING PLATE WITH MANUFACTURER SPECIFIC MOUNTING HARDWARE. ATTACH MOUNTING PLATE TO T-BAR RUNNER WITH #10 SMS AT EACH SIDE.

3.     PROVIDE AND INSTALL NEW 30 CIRCUIT, 100A, 120/208V, 3Ø, 4W, NEMA 1, 10KAIC PANELBOARD 'CD4' PER PANEL SCHEDULE 'CD4'. SEE SINGLE LINE DIAGRAM FOR FEEDER INFORMATION. SEE DETAIL 2/E010.

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950
www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

PROJECT:
SHEET:
CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
ELECTRICAL REFLECTED CEILING PLAN
1
ELECTRICAL REFLECTED CEILING PLAN 1/8" = 1'-0"

DRAWING SET INFORMATION:

08.04.2021
	Backcheck

REVISIONS:

Hardin-Davidson Engineering 356 Pollasky Ave., Suite 200 Clovis, CA 93612

559.323.4995 tel • 559.323.4928 fax

PROJECT NUMBER: 2306

SHEET NUMBER:

E100

5.
KEYNOTES

4      25.	3	3	 27. +96"
CD1-25,27,29	4

3	29.	5

4	5

2
WORK ROOM 1

1.     EXISTING RECEPTACLE TO REMAIN. DOCUMENT EXISTING CIRCUIT ON AS-BUILT PLANS AND PROVIDE UPDATED TYPE-WRITTEN PANEL SCHEDULE. INSTALLED INITIALLY UNDER DSA #37205.

2.     REPLACE EXISTING DUPLEX RECEPTACLE WITH NEW GFCI-PROTECTED RECEPTACLE. DOCUMENT EXISTING CIRCUIT ON AS-BUILT PLANS AND PROVIDE UPDATED TYPE-WRITTEN PANEL SCHEDULE. INSTALLED INITIALLY UNDER DSA #37205.

3.     REPLACE     EXISTING     RECEPTACLE     WITH     NEW     GFCI-PROTECTED RECEPTACLE WITH WEATHERPROOF WHILE-IN-USE COVER. DOCUMENT EXISTING CIRCUIT ON AS-BUILT PLANS AND PROVIDE UPDATED TYPE-WRITTEN PANEL SCHEDULE. INSTALLED INITIALLY UNDER DSA #37205.

CERAMICS ROOM
+48"	1 2

4.     REMOVE EXISTING SURFACE MOUNTED RECEPTACLES, CONDUCTORS AND ACCESSIBLE CONDUIT. CONDUIT MAY BE REUSED FOR THIS PROJECT AS NEEDED IF THE CONDUIT IS NOT DAMAGED, CORRODED, ETC. DOCUMENT REUSED EXISTING CONDUIT SIZE, ROUTING, ETC. ON AS-BUILT PLANS. INSTALLED INITIALLY UNDER DSA #02-113205.

5.     REMOVE EXISTING SURFACE MOUNTED PLUGMOLD. CONDUIT MAY BE REUSED FOR THIS PROJECT AS NEEDED IF THE CONDUIT IS NOT DAMAGED, CORRODED, ETC. DOCUMENT REUSED EXISTING CONDUIT SIZE,     ROUTING,     ETC.     ON     AS-BUILT     PLANS.     INSTALLATION     NOT DOCUMENTED ON AVAILABLE AS-BUILT DRAWINGS.

1	6.     PANEL 'CD4'. SEE SHEET E100.

7.     PROVIDE 20A, GFCI-PROTECTED, TAMPER RESISTANT RECEPTACLE WITH EXTRA DUTY METALLIC WEATHERPROOF WHILE-IN-USE COVER IN WEATHERPROOF BOX. ALL CONDUIT SHALL BE 1" EMT WITH RAINTIGHT FITTINGS. BOX: PASS & SEYMOUR #WPBD452, COVER: PASS & SEYMOUR #WIUCAST2, RECEPTACLE: PASS & SEYMOUR #2097TRAW, BLANKING STRAP: PASS & SEYMOUR #WP3410WH.

8.     TRAP PRIMER. COORDINATE WITH PLUMBING FOR EXACT LOCATION AND REQUIREMENTS.

PAUL HALAJIAN ARCHITECTS 389 Clovis Ave, Suite 100 Clovis, CA 93612-1185

T: 559.297.7900 F: 559.297.7950 www.halajianarch.com

PAUL NELSON HALAJIAN No. C20194

Ren. 4/30/19

PAUL HALAJIAN ARCHITECTS expressly reserves its common law copyright and other property rights specifically related to the contents of these plans. This document and the ideas and designs incorporated herein, as an instrument of professional service rendered by PAUL HALAJIAN ARCHITECTS, is not to be used in whole or in part for any other project without prior written authorization from PAUL HALAJIAN ARCHITECTS.

CERAMICS CLASSROOM
1070 E. TEAGUE, FRESNO CA 93720
CUSD CLOVIS WEST
ELECTRICAL REFLECTED CEILING PLAN
1
ELECTRICAL POWER DEMOLITION PLAN 1/4" = 1'-0"

1.	#10	3.	#10 +42"                            +42"

7	7

#10
+42"
1"C - 'CD4' 6#10
7     1#10 GRD

7.              #10              9. +42"                            +42"

7	7

#10	 11.	#10	13.	#10 +42"                            +42"

7	7

1"C - 'CD4' 8#10
1#10 GRD

(N) PNL. 'CD4'

6

PNL. 'CD1'

WORK ROOM 2

8

J
CD4-2

PROJECT:
CERMAICS ROOM 1

SHEET:
DRAWING SET INFORMATION:

08.04.2021
	Backcheck

REVISIONS:

1
ELECTRICAL POWER PLAN 1/4" = 1'-0"

Hardin-Davidson Engineering 356 Pollasky Ave., Suite 200 Clovis, CA 93612

559.323.4995 tel • 559.323.4928 fax

PROJECT NUMBER: 2306

SHEET NUMBER:

E101