prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"

ITT A
No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
COVER
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

GENERAL
		
G000
	COVER
	
G100
	SHEET SPECIFICATIONS
	
G101
	SHEET SPECIFICATIONS
	
3

ARCHITECTURAL
	
A000
	LEGENDS AND ABBREVIATIONS
	
A100
	SITE PLAN
	
A102
	FLOOR PLAN, REFLECTED CEILING PLAN, & DETAILS
	
A103
	DETAILS
	
4

PLUMBING
		
MP001
	MECHANICAL & PLUMBING SCHEDULE, LEGEND, AND NOTES
	
MP002
	MECHANICAL & PLUMBING SPECIFICATIONS
	
MP200
	MECHANICAL & PLUMBING FLOOR PLANS
	
MP800
	MECHANICAL & PLUMBING DETAILS
	
4

ELECTRICAL
		
E200
	ELECTRICAL POWER, LIGHTING, AND FIRE ALARM PLAN
	
E800
	ELECTRICAL SCHEDULES, LEGENDS, AND NOTES
	
E900
	ELECTRICAL SPECIFICATIONS
	
3
		
TOTAL PAGES: 14

ents\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt
						
	ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt

MODULAR BUILDING MODIFICATION WELDON ELEMENTARY SCHOOL
CLOVIS UNIFIED SCHOOL DISTRICT
			
	ent
				
\\tetr-file1\Users\Sonia.Orozco_TETR\Docume
	\\tetr-file1\Users\Sonia.Orozco_TETR\Docume
	
GENERAL	GENERAL NOTES

PROJECT ADDRESS:	1. A COPY TITLE 24 C.C.R. PARTS 1 AND 2 SHALL BE KEPT ON THE JOB SITE AT ALL 150 DEWITT AVE, CLOVIS, CA 93612                                                                                                                 TIMES.

PROJECTDESCRIPTION

THIS PROJECT CONSISTS OF INTERIOR MODIFICATIONS (ELECTRICAL, PLUMBING, CASEWORK, FINISHES) TO AN EXISTING PORTABLE BUILDING.

FLOODHAZARDINFORMATION

FLOOD ZONE DESIGNATION:
ZONE X - AREA OF 0.2% CHANCE FLOOD HAZARD

FLOOD INSURANCE RATE MAP (F.I.R.M.) PANEL DESIGNATION: MAP #06019C1585H

EFFECTIVE DATE OF F.I.R.M.: FEBRUARY 18, 2009
				
STATEMENT OF GENERAL CONFORMANCE

FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS.
APPLICATION NO:.	xx-xxxx	FILE NO:.	10-27

THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET

HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:

1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND

2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.

THE STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336,
4-341, AND 4-344" OF TITLE 24, PART I.

I CERTIFY THAT:

ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX THIS DRAWING OR PAGE

IS/ARE IN GENERAL CONFORMANCE AND HAVE BEEN COORDINATED WITH THE PROJECT PLANS AND SPECIFICATIONS

01-02-2023
ARCHITECT'S SIGNATURE	DATE AYA SHITANISHI
ARCHITECT/ PARTNER TETER, LLP

C34089	01-31-2025

LICENSE NUMBER	EXPIRATION DATE

CLOVIS

41	168	SITE MUSCATEL

MAYFAIR
99
180     LAS PALMAS

FRESNO

NORTH

			AREA MAP	N.T.S.

					

SITE

W. SIERRA AVE.

			

168
	
2N
					VE.

					D ST.
				
2ND ST.

3RD STREET

													
									DEW

OXFORD AVE.

5TH STREET

NORTH

VILLA AVE.

MINNEWAWA AVE.
						
		GENERAL INFORMATION
	VICINITYMAP	N.T.S.
	ARCHITECT'SSTATEMENT

PLOT DATE: 5/2/2023 10:06:56 AM
	
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 C.C.R. EFFECTIVE JULY 1, 2014
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 2022 CALIFORNIA FIRE CODE (CFC), PART 9, C.C.R. TITLE 24
2022 CALIFORNIA REFERENCED STANDARDS CODE, C.C.R. TITLE 24, PART 12 2022 CALIFORNIA ENERGY CODE (CAC), C.C.R. TITLE 24, PART 6
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), C.C.R. TITLE 24, PART 11
C.C.R., TITLE 19 PUBLIC SAFETY
NFPA 72-16 NATIONAL FIRE ALARM AND SIGNALING CODE (AS AMENDED) UL 38-99 MANUALLY ACTUATED SIGNALING BOXES (AS AMENDED)
UL 268-09 SMOKE DETECTORS FOR FIRE ALARM SYSTEMS
UL 268A-09 SMOKE DETECTORS FOR DUCT APPLICATION (AS AMENDED) UL 464-03 AUDIBLE SIGNAL APPLIANCES (AS AMENDED)
UL 521-99 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS (AS AMENDED)
UL 1424 CABLES FOR POWER-LIMITED FIRE-ALARM CIRCUITS (2005 EDITION) UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED (2004 EDITION) AMERICANS WITH DISABILITIES ACT

OWNER	PROJECT ARCHITECT CLOVIS UNIFIED SCHOOL DISTRICT	TETER, INC.

1450 HERNDON AVE.	7535 N. PALM AVE., SUITE 201
CLOVIS, CA 93611-0567	FRESNO, CA 93711 (559) 327-9000	(559) 437-0887
CONTACT: DENVER STAIRS	CONTACT: AYA SHITANISHI

EMAIL: DenverStairs@clovisusd.k12.ca.us	E-MAIL: aya.shitanishi@teterae.com

MECHANICAL ENGINEER	ELECTRICAL ENGINEER TETER, INC.	TETER, INC.
7535 N. PALM AVE., SUITE 201	7535 N. PALM AVE., SUITE 201 FRESNO, CA 93711	FRESNO, CA 93711
(559) 437-0887	(559) 437-0887

CONTACT: MATT SODERSTROM	CONTACT: BRYAN GLASS
E-MAIL: matt.soderstrom@teterae.com	E-MAIL: bryan.glass@teterae.com
				
	GOVERNINGCODES
	PROJECTDIRECTORY
		SHEETINDEX

PROJECTNO.

23-12689

DRAWING G000

prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"

No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
SHEET SPECIFICATIONS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt
							
\\tetr-file1\Users\Sonia.Orozco_TETR\Document

PLOT DATE: 5/2/2023 11:07:08 AM
							
	SPECIFICATIONS

PROJECTNO.

23-12689

DRAWING G100

prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"

No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
SHEET SPECIFICATIONS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt
							
\\tetr-file1\Users\Sonia.Orozco_TETR\Document

PLOT DATE: 5/2/2023 11:07:08 AM
							
	SPECIFICATIONS

PROJECTNO.

23-12689

DRAWING G101

C
No. C34089
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
1/6" 1/4"     1/2"
1"
2"
3"
0"
PLOT DATE: 5/2/2023 10:07:00 AM
\\tetr-file1\Users\Sonia.Orozco_TETR\Documents\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt
LEGENDS AND ABBREVIATIONS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
ABBREVIATIONS

ABBREVIATIONS: WHEN USED IN THESE DOCUMENTS SHALL CONFORM TO THE FOLLOWING LIST UNLESS OTHERWISE NOTED. DRAWINGS OF OTHER DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL) MAY CONTAIN SPECIFIC ABBREVIATIONS, REFERENCES, AND LEGENDS WITH INTERPRETATION INTENDED ONLY FOR THOSE DISCIPLINES.

TYPICAL SYMBOLS SYMBOLS

ANGLE

DIAMETER OR ROUND

&	AND

L	ANGLE @	AT
L	CENTERLINE
∅	DIAMETER OR ROUND

PERPENDICULAR

#	POUND OR NUMBER (E)	EXISTING
(N)	NEW

ABV.	ABOVE

A/C	AIR CONDITIONING ACP	ASPHALT CONCRETE

PAVING ACST.	ACOUSTICAL

A.C.T.	ACOUSTIC CEILING TILE

A.B.	ANCHOR BOLT ADA	AMERICANS WITH
DISABILITIES ACT

FA	FIRE ALARM F.B.	FLAT BAR F.B.O.	FURNISHED BY
OWNER/OTHERS F.D.	FLOOR DRAIN F.D.C.               FIRE DEPARTMENT
CONNECTION FDN.	FOUNDATION
F.E.                  FIRE EXTINGUISHER F.E.C.               FIRE EXTINGUISHER
CABINET

F.F.	FACTORY FINISH F.FLR.	FINISH FLOOR F.G.	FINISH GRADE F.H.	FIRE HYDRANT FHMS               FLAT HEAD
MACHINE SCREW

FHWS	FLAT HEAD WOOD SCREW

FIN.	FINISH FIXT.	FIXTURE
FLR.	FLOOR(ING)

OCC O.C. O.D.

OFF. OFCI

OFOI

O.F.R.D.

O.H. O.H.C.D.

O.H.M.S.

O.H.W.S.

OPNG. OPP. O/
ORIG.

OCCUPANT LOAD ON CENTER OUTSIDE DIAMETER/ DIMENSION
OFFICE

OWNER FURNISHED, CONTR. INSTALLED OWNER FURNISHED, OWNER INSTALLED OVER FLOW ROOF DRAIN
OPPOSITE HAND OVER HEAD COILING DOOR
OVAL HEAD MACH. SCREW
OVAL HEAD WOOD SCREW
OPENING OPPOSITE OVER
ORIGINAL

PERPENDICULAR

&	AND

@	AT

CENTER LINE

#	POUND OR NUMBER

1

STATION LINE

A

ADAAG

ADDL. ADJ. ADJC. A.F.F. A.F.G. AGG. ALT. ALUM. ANOD. A.P.C.

APPROX. ARCH. AV

BD. BEL. B.E.N

BLDG. BLK. BLKG. BM. BOT. BRG. BTWN. B.U.R.

C&G CAB. C.B. CEM. CER. C.F. C.I. C.J. C.L. C.L.F. CLG. CLO.

CLR. CL.RM. CMU

CTR. COL. CONC. CONN. CONSTR. CONT. CONTR. CPT. CRC

CTR. CTSK C.Y.

D.A. DBL. DEMO

D.F.

DET. DIAG. DIA. DIM. DISP. DN. DP. DS
DWG.(S) DWR.

E EA. E.F. EGR. E.J. EL.
ELEC. ELEV. EMB.
EMER. E.N. ENCL. EQ.

EQUIP. EVAP. E.W. EXH. EXST. EXP.
EXT.

ADA ACCESSIBLE GUIDELINES ADDITIONAL ADJUSTABLE ADJACENT
ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE ALTERNATE ALUMINUM
ANODIZED

ACOUSTIC PANEL CEILING

APPROXIMATE ARCHITECT(URAL) AUDIO VISUAL

BOARD BELOW
BOUNDARY EDGE NAILING

BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BETWEEN
BUILT-UP ROOF(ING)

CURB AND GUTTER CABINET CARRIAGE BOLT CEMENT
CERAMIC CUBIC FOOT CAST IRON
CONSTRUCTION JOINT CENTER LINE
CHAIN LINK FENCE CEILING
CLOSET

CLEAR CLASS ROOM
CONCRETE MASONRY UNIT

COUNTER COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CARPET
COLD ROLLED CHANNEL

CENTER COUNTERSUNK CUBIC YARD

DISABLED ACCESS DOUBLE DEMOLISH/ DEMOLITION

DRINKING FOUNTAIN OR DOUGLAS FIR DETAIL
DIAGONAL DIAMETER DIMENSION DISPENSER DOWN DEEP
DOWN SPOUT DRAWING DRAWER

EAST EACH
EXHAUST FAN ENGINEER EXPANSION JOINT ELEVATION ELECTRIC(AL) ELEVATOR EMBEDMENT
EMERGENCY EDGE NAILING ENCLOSURE EQUAL

EQUIPMENT EVAPORATIVE EACH WAY EXHAUST EXISTING EXPANSION
EXTERIOR

FLASH.	FLASHING FLUOR.	FLUORESCENT F.O.                  FACE OF
F.O.C.	FACE OF CONCRETE F.O.F.	FACE OF FINISH F.O.M.	FACE OF MASONRY F.O.S.	FACE OF STUD
FRP                  FIBERGLASS REIN-FORCED PANELING
F.S.	FIRE SPRINKLER(S) F.S.H.	FIRE SPRINKLER HEAD

FT.	FOOT/FEET FURR.	FURRING FUT.	FUTURE

GA.	GAUGE GALV.	GALVANIZED G.B.	GRAB BAR
G.C.	GENERAL CONTR. GEN.	GENERAL
G.I.	GALVANIZED IRON GL.	GLASS
GND.	GROUND GR.	GRADE GYP.	GYPSUM

H.B.	HOSE BIBB HBD.	HARDBOARD H.C.	HOLLOW CORE HD.	HEAD
H.D.	HEAVY DUTY HDR.	HEADER HDW.	HARDWARE HDWD.	HARDWOOD
H.M.	HOLLOW METAL H.M.D.	HOLLOW METAL DOOR

H.M.F.	HOLLOW METAL FRAME

HORIZ.	HORIZONTAL HR.	HOUR
HT.	HEIGHT

HVAC	 HEATING/VENTIL-ATING/AIR COND-ITIONING
HWY	HIGH WAY

I.D.	 INSIDE DIAMETER/ DIMENSION
INFO	INFORMATION INSUL.	INSULATION INT.	INTERIOR

JAN.	JANITOR JT.	JOINT

KIT.	KITCHEN K.O.	KNOCK OUT
K.O.P.	KNOCK OUT PANEL

LAB.	LABORATORY LAM.	LAMINATE LAV.	LAVATORY
LB(S)	POUND (POUNDS) L.B.	LAG BOLT
L.F.	LINEAL FOOT L.H.	LEFT HAND LIB.	LIBRARY
LT.	LIGHT

LT.WT.	LIGHT WEIGHT

MACH.	MACHINE MAINT.	MAINTENANCE MAX.	MAXIMUM
M.B.	MACHINE BOLT M.B.M.	METAL BUILDING
MANUFACTURER MECH.	MECHANICAL

MED.	MEDIUM MEMB.	MEMBRANE MET.	METAL
MFR.	MANUFACTURER MH.	MANHOLE
MKR.	MARKER

MIN.	MINIMUM

MISC.	MISCELLANEOUS M.O.	MASONRY OPENING MTD.	MOUNTED
MTG.                MEETING MULL.               MULLION

N	NORTH

N.I.C.	NOT IN CONTRACT NO.	NUMBER
NOM.	NOMINAL

N.R.C.	 NOISE REDUCTION COEFFICIENT
N.T.S.	NOT TO SCALE

OVHD OWJ

P.B.N.

P.E.N.

P.E.S.

P.I.V.

P.LAM. P.L. PL. PLAS.
PLYWD. PR.
PSF

PSI

PT. P.T.D. P.T.D.F.

PTN. PVC

R. R

R.A. R.D. REFL. REFR. REINF. REM.
REQD. RESIL. R.H. R.H.W.S.

RM. R.O. R.O.W. RWD. RWL

S S.A. S.C. SCH. S.D.
SECT. SF SHR. SHTG. SIM. S.M. S.O.G.
SPEC(S). SPKR. SQ.
S.S. STA.

STC

STD. STL. STOR. STRUCT. SUSP. S.W. SYM.

T.C. TEMP. TMPD. T&G

THD. THK. T.I.

TK.BD. T.O.S. T.P. TS TEL. TTB

TV TYP.

U.G. U.N.O.

UR.

VCT

VERT. VTR
VWC

OVER HEAD OPEN WEB JOIST

PLYWOOD BOUNDARY NAILING
PLYWOOD EDGE NAILING PLYWOOD EDGE SCREWS
POST INDICATOR VALVE
PLASTIC LAMINATE PROPERTY LINE PLATE
PLASTER

PLYWOOD PAIR POUNDS PER
SQUARE FOOT POUNDS PER SQUARE INCH POINT
PAPER TOWEL DISP. PRESSURE TREATED DOUGLAS FIR

PARTITION POLYVINYL CHLORIDE

RADIUS THERMAL RESISTANCE RETURN AIR ROOF DRAIN REFLECTED REFRIGERATOR REINFORCED REMOVE
REQUIRED RESILIENT RIGHT HAND
ROUND HEAD WOOD SCREW
ROOM

ROUGH OPENING RIGHT-OF-WAY REDWOOD
RAIN WATER LEADER

SOUTH SUPPLY AIR SOLID CORE SCHEDULE STORM DRAIN SECTION
SQUARE FEET/FOOT SHOWER SHEATHING
SIMILAR SHEET METAL
SLAB-ON-GRADE SPECIFICATION(S) SPEAKER SQUARE
STAINLESS STEEL STATION

SOUND TRANS-MISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SIDE WALK SYMMETRICAL

TOP OF CONCRETE TEMPORARY TEMPERED TONGUE AND GROOVE THREADED
THICK TENANT
IMPROVEMENT TACK BOARD TOP OF STEEL
TOP OF PAVEMENT TUBE STEEL TELEPHONE TELEPHONE TERM-INAL BACK BD. TELEVISION TYPICAL

UNDERGROUND UNLESS NOTED OTHERWISE URINAL

VINYL COMPOSITION TILE
VERTICAL VENT TO ROOF VINYL WALL
COVERING

000A

A

00.00

00

XX XXXX

XX XXXX

ROOM
 01 

+10'-0"

DOOR SYMBOL

DOOR REFERENCE

WINDOW SYMBOL

WINDOW REFERENCE

MARK
A
KEYNOTE SYMBOL

KEYNOTE REFERENCE, REFER TO KEYNOTE LIST ON SHEET

T
WORK POINT, CONTROL POINT OR DATUM POINT

WALL SYMBOL

WALL REFERENCE

SECTION

LOCATION ON SHEET REFERENCED

SHEET NUMBER WHERE SECTION IS LOCATED

DETAIL

LOCATION ON SHEET REFERENCED

SHEET NUMBER WHERE DETAIL IS LOCATED

ROOM IDENTIFICATION

ROOM NAME

ROOM NUMBER

CEILING HEIGHT

E

CODES AND ORGANIZATIONS

CBC       CALIFORNIA BUILDING CODE CEC       CALIFORNIA ELECTRICAL CODE CFC       CALIFORNIA FIRE CODE
CMC      CALIFORNIA MECHANICAL CODE CPC       CALIFORNIA PLUMBING CODE
DSA       DIVISION OF THE STATE ARCHITECT
ICBO      INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS
NSF	NATIONAL SANITATION FOUNDATION
NFPA     NATIONAL FIRE PROTECTION ASSOCIATION NEC       NATIONAL ELECTRICAL CODE

W	WEST OR WIDTH/WIDE
W/	WITH

W.C.	WATER CLOSET W.CH.	WHEEL CHAIR WD.	WOOD
WDW.	WINDOW

WF	WIDE FLANGE W.H.	WATER HEATER W/O	WITHOUT
W.P.	WATERPROOF W.S.	WOOD SCREW WT.	WEIGHT
WWF	WELDED WIRE FABRIC

XFMR	TRANSFORMER

PROJECTNO.

23-12689

DRAWING A000

prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"

HVAC
5
TON
DSA#: 59278
DSA#: 49634
CC-2
OXFORD AVE.
DEWITT STREET
B	G
8
16
No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
SITE PLAN
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt

B PORTABLE DSA#: 107057

A PORTABLE
DSA#: 02-108769

X-1 - X-4 PORTABLES DSA#: 65942

EXISTING MODULAR BUILDING (P-2) STOCKPILE
DSA #: 02-119838 SERIAL #: 22-852-001

TALL            TALL

CC-1	A102	A102 (PRE-SCHOOL)	CLASSROOMS PP1-PP4     (PRE-SCHOOL)                                                                               DEMOLITION PROPOSED
  DSA#: 49634
P-1
PARKING LOT 01                                                                                                                                                                      (PORTABLE) DSA#: 101420                                                                                                                                                                                                                                           DSA#: 65942

CLASSROOM BLDG. B                               CLASSROOM BLDG. B DSA#: 108690                                                                        DSA#: 108690

STUDENT R.R. DSA#: 02-112675
G

CLASSROOM BLDG. A                             CLASSROOM BLDG. A DSA#: 108690                                                                     DSA#: 108690

ROUTE TO SAFE DISPERSAL, PUBLIC WAY

W V
CLASSROOM BLDG. DSA#: 103969
G
MULTI-PURPOSE	PARKING LOT 02 STAFF R.R.	DSA#: 108690                                                                                                 DSA#: 02-112675
G	DSA#: 02-112675
F

ADMIN. BLDG.
DSA#: 103969		G SNACK BAR
DSA#: 103969

THIRD STREET

NORTH

KEYNOTES 00.00

LEGEND

EXISTING PROPERTY LINE

EXISTING 6' CHAIN LINK FENCING TO REMAIN

BUILDING(S) NOT INCLUDED IN THE PROJECT SCOPE OF WORK

BUILDING ALTERATION IN THIS APPLICATION

EXISTING TURF TO REMAIN

EXISTING A.C. PAVING TO REMAIN

EXISTING CONCRETE TO REMAIN

ACCESSIBLE ROUTE
(2019 C.B.C. SECTION 11B - 206)

THE ACCESSIBLE ROUTE IS A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ACCESSIBLE ELEMENTS AND SPACES OF AN ACCESSIBLE SITE, BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES. ACCESSIBLE ROUTES SHALL COMPLY WITH CBC 11B-402. IN GENERAL, EXTERIOR ACCESSIBLE ROUTES SHALL COMPLY WITH THE FOLLOWING: SHALL BE STABLE, FIRM, AND SLIP RESISTANT; HAVE A 1:20 MAXIMUM RUNNING SLOPE FOR WALKS; HAVE A 1:12 MAXIMUM SLOPE FOR RAMPS AND CURB RAMPS; HAVE A 1/4:12 MAXIMUM CROSS SLOPE; HAVE A 48” MINIMUM WIDTH; HAVE NO VERTICAL OFFSETS GREATER THAN 1/4”; OFFSETS BETWEEN 1/4” AND 1/2” SHALL BE BEVELED WITH A SLOPE NOT EXCEEDING 1V:2H; HAVE NO OPENINGS ALLOWING THE PASSAGE OF A 1/2” DIAMETER SPHERE; ELONGATED OPENINGS SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL; HAVE A MINIMUM 6” HIGH CURB OR GUARDRAIL AT EDGES WHERE THE DROP OFF EXCEEDS 4” EXCEPT WHERE ADJACENT TO VEHICULAR WAYS; BE FREE OF ELEMENTS PROJECTING MORE THAN 4” FROM WALLS BETWEEN 27” AND 80” ABOVE THE WALKING SURFACE; AND HAVE 80” MINIMUM VERTICAL CLEARANCE.

DESIGN PROFESSIONAL IN CHARGE STATEMENT:

•      THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS MEETS THE REQUIREMENTS OF THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE (CBC) ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS.
•      AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS, OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT WITH THE CBC HAVE BEEN IDENTIFIED AND THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS, AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS.
•      ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE INDICATED IN THESE CONSTRUCTION DOCUMENTS.
•      DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CBC COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY ITEMS SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

GENERAL NOTES-SITEPLAN

A. EXISTING UNDERGROUND UTILITIES & IMPROVEMENTS ARE SHOWN IN THEIR APPROX. LOCATIONS BASED UPON RECORD INFO. AVAILABLE TO THE ARCHITECT AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD & NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFO. SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A), 1-800-642-2444.
		
\\tetr-file1\Users\Sonia.Orozco_TETR\Document

PLOT DATE: 5/2/2023 10:07:01 AM
				
	SITEPLAN	1" = 50'-0"
	8

PROJECTNO.

23-12689

DRAWING A100

prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"
PLAN, & DETAILS

HVAC
5
TON
HVAC
5
TON
9.64
9 64
.
2.61
MAX.
1/2".
CLOSER
CLEAR
60" MIN.
CLEAR
48" MIN.
.
No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
FLOOR PLAN, REFLECTED CEILING
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt

(TYP. OF 2)

KEYNOTES 00.00

2.11	EXISTING PLUMBING FIXTURE 2.12	EXISTING HVAC EQUIPMENT
2.16	EXISTING BRACKET MOUNTED FIRE EXTINGUISHER, TO REMAIN 2.19	EXISTING SIGNAGE TO REMAIN
2.21	EXISTING TOILET ACCESSORIES TO REMAIN
2.22	EXISTING SUSPENDED ACOUSTICAL CEILING TO REMAIN 2.23	EXISTING LIGHT FIXTURES TO REMAIN
2.25	EXISTING FIRE ALARM DEVICE TO REMAIN, PROTECT FROM DAMAGE, TYP. 2.53	REMOVE EXISTING DOOR AND DOOR FRAME
2.54	REMOVE EXISTING WALL
2.56	REMOVE EXISTING PLUMBING FIXTURE, SEE PLUMBING
2.58	 REMOVE EXISTING PLUMBING FIXTURE FOR INSTALLATION OF NEW FLOORING,SALVAGE FOR REINSTALLATION
2.59	REMOVE EXISTING TOILET ACCESSORIES 2.61	REMOVE EXISTING FULL HEIGHT FRP
2.63	REMOVE PORTION OF EXISTING BASE CABINET FOR INSTALLATION OF NEW DISHWASHER, EXISTING COUNTER TO REMAIN
2.78	REMOVE EXISTING FLOORING AND BASE
2.83	 REMOVE MECHANICAL EXHAUST FAN, SALVAGE ONE (1) & PROTECT FOR REINSTALLATION
2.84	REMOVE LIGHT FIXTURE, SALVAGE & PROTECT FOR REINSTALLATION
2.85	 REMOVE CEILING HATCH SALVAGE AND PROTECT ONE (1) FOR REINSTALLATION
2.86	REMOVE CEILING GYP. BD AND FRAMING
2.87	 REMOVE EXISTING SMOKE DETECTOR, SALVAGE FOR REINSTALLATION (TYP. OF 2)
2.88	 REMOVE PORTION OF EXISTING GYP. BD. AS REQUIRED FOR INSTALLATION OF NEW LAVATORY
6.01	WOOD STUD INFILL FRAMING & FINISH TO MATCH EXISTING FILL STUD CAVITIES WITH ACOUSTIC BATTS
6.04	 2x6 CEILING JOIST @ 24" O.C., W/ LEDGER ATTACHMENT @ WALL PROVIDE GYP. BD AND PAINT, SEE 5 / A102
6.29	UPPER CASEWORK (PLASTIC LAMINATE) TO MATCH EXISTING, SEE 8 / A103 6.31	PROVIDE CABINET FACE TRIM TO MATCH EXISTING
9.23	GYPSUM BOARD, PATCH TO MATCH EXISTING
9.52	RUBBER FLOORING AND 4" TOPSET BASE (TYP.) PROVIDE RUBBER TRANSITION TO CARPET FLOORING SHALL BE MONDO HARMONI, COLOR TO MATCH EXISTING
9.56	 WALK-OFF CARPET O.F.C.I. TANDUS ABRASIVE ACTION, CHARCOAL COLOR, TO MATCH EXISTING
9.58	RUBBER FLOORING WITH 6" COVE BASE
9.59	PATCH FLOOR SUBSTRATE FLUSH WITH ADJACENT SURFACE, WHERE EXISTING WATER CLOSET HAS BEEN REMOVED
9.61	FULL HEIGHT TACKABLE WALL PANELS OVER GYP BD, MATCH EXISTING
9.64	 FULL HEIGHT FRP. COLOR AND FINISH TO MATCH. EXISTING SUBSTRATE TO REMAIN
10.46	PAPER TOWEL DISPENSER, O.F.O.I.
10.49	SOAP DISPENSER O.F.O.I, WALL MOUNTED 10.52	MIRROR, 18 x 24
11.15	REFRIGERATOR, O.F.O.I. 11.19	WASHER AND DRYER, O.F.O.I.
22.01	REINSTALL EXISTING PLUMBING FIXTURE 22.16	NEW ACCESSIBLE PLUMBING FIXTURE 22.19	WATER HEATER, SEE MECHANICAL
22.21	DISHWASHER, C.F.C.I.- LG BRAND, 24" FRONT CONTROL 48dba, STAINLESS STEEL, 32-1/16" HEIGHT, MODEL ADFD5448AT OR APPROVED EQUAL
23.02	REINSTALL EXHAUST FAN, SEE MECHANICAL AND14 / A102 23.07	REINSTALL EXISTING ACCESS HATCH
26.11	REINSTALL EXISTING LIGHT FIXTURE (TYP. OF 2), SEE13 / A102 26.12	REINSTALL EXISTING SMOKE DETECTOR (TYP. OF 2)

GENERAL NOTES-FLOOR PLAN

A. FOR TYP. INFO. REGARDING ACCESSIBLE CLEARANCES, AND FIXTURE MOUNTING HEIGHTS, SEE SHEET A103

B. INTERIOR EXPOSED CONDUIT SHALL BE PAINTED, COLOR TO BE SELECTED BY ARCHITECT
		
	LIGHT FIXTUREATTACHMENT	1" = 1'-0"
	13
	GYP BDCEILINGFRAMING	1 1/2" = 1'-0"
	5
			
\\tetr-file1\Users\Sonia.Orozco_TETR\Document

1 1/2" SNAP-IN "T" MOULDING

2	SINGLE FLANGE VINYL TRACK 1
RUBBER FLOORING	CARPET

RUBBER FLOOR TO CARPET

23.02

26.11
26.12 23.07
6.04

NORTH

							
2.83

2.84

2.83

																	
					
2.85
														
																2.87

																								

2.86

																		
						2.23

					
2.22

															

NORTH
				
	FLOORTRANSITION	3" = 1'-0"
	18
	EXHAUSTFAN-CEILINGMOUNT	1" = 1'-0"
	14
	RESTROOM RCP-DEMO	1/4" = 1'-0"
	10
	RESTROOM RCP -PROP	1/4" = 1'-0"
	6

2.56
2.63	2.11	2.54	2.88

2.58
2.61
2.21

2.59	2.78 2.19
2.61	2.25 2.19

2.16	2.78	2.53

2.19	2.19	2.12

CLASSROOM
 01 

NORTH
						
		10.52
				
		(4) 302 - 36" x 24" x 12"
	11.19      	22.19	6.29	22.21	22.16	22.01

9.23
DISH
WASHER	DRYER	10.49
10.46	9.59
6.31	9.52	9.58
9.52
REF.		9.23 9.64

5' - 0"                                 9.56                                                       18                                                 11.15                                                                                 6.01 A102                                                                                                                          9.61

CLASSROOM
 01 

NORTH
			
PLOT DATE: 5/2/2023 10:07:02 AM

CLEAR & LEVEL LANDING

DOOR SHALL BE ABLE TO OPEN 90 DEGREES MINIMUM.

24" MIN. CLEAR AT EXTERIOR DOORS, 18" MIN. CLEAR AT INTERIOR DOORS, 36" MIN. CLEAR AT DOORS APPROACH FROM THE HINGE EDGE OF THE DOOR
.
8" MAX., FACE OF WALL/ FRAME TO FACE OF DOOR

12" MIN. CLEAR AT
32" MIN.	DOORS EQUIPPED WITH
CLEAR PASSAGE	BOTH A LATCH AND

SRH_12_2019
		
	FLOOR PLAN -DEMOLITION	1/4" = 1'-0"
	16
	FLOOR PLAN -PROPOSED	1/4" = 1'-0"
	8
	ACCESS.CLEARANCEATDOORS 1/4" = 1'-0"
	4

PROJECTNO.

23-12689

DRAWING A102

prior written authorization.
1/6" 1/4"     1/2"
1"
2"
3"
0"

19" MAX.
17" MIN.
CLR.
60" MIN. CLR.
59" MIN. (FLOOR MOUNT W.C.)
56" MIN. (WALL MOUNT W.C.)
ACCESSORY MOUNTING HEIGHTS
40" MAX. TO HIGHEST POINT OF
ACCESS, COIN SLOT, OR OPERATING
MECHANISM
NAPKIN
HAND DRYER
TOWEL
DISP.
MIN.
0' - 9"
27" MIN.
29" MIN.
34" MAX.
17" MAX.
44" MAX.
18" MAX.
TOP OF SEAT
17" MIN.
19" MAX.
24" MIN.	12".
12"
19" MIN.
DISP. OUTLET
BELOW GRAB BAR,
NO OBSTRUCTIONS
(33" MIN. - 36" MAX.)
34"
SANITARY NAPKIN
2"
2"
3'-0" MAX.
SEE ELEVATIONS
8'-0" MAX.
SEE ELEVATIONS
3'-6" MAX.
SEE ELEVATIONS
3 1/2"
No. C34089
T
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
any other project without
in whole or in part, for
service, is not to be used
DETAILS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
05/01/23 FOR CONSTRUCTION
A

LAVATORY NOTES:
1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

2. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING.

3. THE FORCE TO OPERATE CONTROLS SHALL NOT EXCEED 5 LBS.
	
4. SELF
	-CLOSING VALVES SHALL REMAIN OPEN FOR 10 SECONDS MIN.

					
ts\12689-A-WELDON ES PORTABLE MODIFICATION_sonia.orozco.rvt
		
18" MIN.
CLR.		TOWEL DISP. /	MIRROR SANITARY	WASTE
LAVATORY	VENDOR	RECEPT.

DASHED LINE INDICATES 30"W X 48"D CLEAR FLOOR SPACE. WALL
MOUNTED ACCESSORIES
SHALL NOT ENCROACH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SOAP INTO CLEAR SPACE                                                                                                                                                                                                                                                                                                                                                                    SEAT COVER                                                                                                                 DISP.
DISPENSER

**8" MIN. KNEE
CLEARANCE	6" MAX. TOE CLEARANCE EXTENSION **11" MIN.	BEYOND KNEE CLEARANCE
LAVATORY PLAN	LAVATORY	17" MIN.
19" MAX.	**8" & 11" MIN. WHERE CLEAR SPACE EXTENDS 17" MIN. UNDER LAV.;	MEASURED TO BOTTOM OF REFLECTIVE SURFACE DIMENSIONS INCREASE AS CLEAR SPACE EXTENSION INCREASES.	OF MIRROR
20" MAX.-MIN. 18" WIDE BY 54" HIGH MIRROR
35" MAX. FOR MIRRORS WHEN INSTALLED AT LOCATIONS OTHER THAN ABOVE COUNTERTOPS AND LAVATORIES
ADDITIONAL 6" TOE CLEARANCE
TO +12" REQUIRED AT STALLS .	LESS THAN 66" WIDE
17" MIN. 13-1/2".	ADJACENT PARTITION OR	18" MAX.
MIN.	SCREEN
54" MIN.

5 LBS. MAX. FORCE TO	MAX.	48" OPERATE FLUSH VALVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                    24" MIN.
42"
NOTE:	WATER CLOSET	12" MIN. CLR. ABOVE
SEE LAVATORY PLAN FOR	GRAB BAR, NO CLEAR FLOOR SPACE                                                                                                                                                                                                                                                                                                                                                           MIN.	OBSTRUCTIONS.
FLUSH LEVER TO BE	1-1/2" MIN. CLEAR	GRAB BAR LOCATED ON WIDE SIDE OF
HATCHED AREA INDICATES	TOILET; 5 LBS. MAX. FORCE REQUIRED CLEAR SPACE. NO DOOR	TO OPERATE FLUSH VALVE OR ENCROACHMENT ALLOWED IN
THIS SPACE 36" MIN. CLR.

URINAL

ADDITIONAL CLEAR SPACE,
DOORS PERMITTED TO SWING	WATER CLOSET ELEVATIONS	17" MIN.	DISPOSAL UNIT	TOILET PAPER OVER THIS SPACE                                                                                                                                                                                                 (WHERE PROVIDED),          7" MIN.	DISPENSER
19" MIN. TO OPENING	9" MAX.
MANEUVERING CLEARANCE, 48" MIN. FROM FRONT OF	CENTER OF DISPENSER WATER CLOSET TO STALL FOR END OPENING STALLS;
60" MIN. FOR SIDE OPENING STALLS	REQUIREMENTS ALSO APPLY TO TANK TYPE TOILETS.
WATER CLOSET CLEAR SPACE
SRH_12_2019
		
\\tetr-file1\Users\Sonia.Orozco_TETR\Document
				
			ACCESSIBLE FIXTURE &ACCESSORYMOUNTINGHEIGHTS& CLEARANCES	1/2" = 1'-0"
	2

8 A103
12" TYP.	 TALL STORAGE CABINET, ANCHOR AT FLOOR, TOP, BOTTOM, AND MID-HEIGHT

24" TYP.

WALL FINISH WHERE OCCURS (SEE INTERIOR DESIGN DWGS)

WALL FRAMING PER PLAN w/GYP. BOARD FINISH

MIN. 3/4" THICK CABINET BODY, TYP.

1" MIN. CABINET SUPPORT

#10x 2 1/2" 16" o.c. AND 2" MAX FROM ENDS

2x4 PTDF w/ 3/8" Ø HILTI KWIK BOLT TZ (ICC ESR 1917) @ 24" o.c. MAX. OR 2 PER CABINET SECTION w/2" MIN. EMB., TYP. (TEST 25 FTLB PER C.B.C 1916A)

PLOT DATE: 5/2/2023 10:07:03 AM
							
							CABINETATTACHMENT	N.T.S.
	8
	CASEWORKANCHORAGE	3/4" = 1'-0"
	4

PROJECTNO.

23-12689

DRAWING A103

1/6" 1/4"     1/2"
1"
2"
3"
0"

C
OVERFLOW DRAIN
OD
VACUUM
VAC
PIPING TURN DOWN
DEMOLITION	DEMO
OD
VAC
DATE
DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used

SYMBOL
	ITEM
	ABBR.
	
	ABOVE
	ABV
	
	ABOVE CEILING
	ABV CLG
	
	ABOVE FINISHED FLOOR
	AFF
	
	ALTERNATE
	ALT
	
&
	AND
		
	ARCHITECT / ARCHITECTURAL
	ARCH
	
@
	AT
		
	BELOW FLOOR
	BEL FLR
	
	BELOW GRADE
	BEL GR
	
	CALIFORNIA MECHANICAL CODE
	CMC
	
	CALIFORNIA PLUMBING CODE
	CPC
	
	CEILING
	CLG
	
L
	CENTER LINE
		
	CONTINUATION
	CONT
	
	CUBIC FEET PER HOUR
	CFH
	
∅
	DIAMETER
	DIA
	
	DOWN
	DN
	
	DRAWING
	DWG
	
	ELBOW
	ELL
	
	ELECTRICAL
	ELEC
	
	EXISTING
	(E)
	
	FEET
	FT
	
	FLOOR
	FLR
	
	FLOW LINE
	FL
	
	GALLON
	GAL
	
	GALLONS PER HOUR
	GPH
	
	GALLONS PER MINUTE
	GPM
	
	GAUGE
	GA
	
	INSIDE DIAMETER
	ID
	
	INVERT ELEVATION
	I.E.
	
	MAXIMUM
	MAX
	
	MINIMUM
	MIN
	
	NEW
	(N)
	
	NOT IN CONTRACT
	NIC
	
	NOT TO SCALE
	NTS
	
#
	NUMBER
	NO.
	
	OUTSIDE DIAMETER
	OD
	
	POUNDS
	LBS
	
	POUNDS PER SQUARE INCH
	PSI
	
	POUNDS PER SQUARE INCH ABSOLUTE
	PSIA
	
	POUNDS PER SQUARE INCH GAUGE
	PSIG
	
	POLYVINYL CHLORIDE
	PVC
	
	ROOM
	RM
	
	SPECIFICATION
	SPEC
	
	SQUARE FEET
	SQ FT
	
	STAINLESS STEEL
	SS
	
	TEMPERATURE
	TEMP
	
	THROUGH
	THRU
	
	TYPICAL
	(TYP)
	
	UNDER GROUND
	U/G
	
	WATER COLUMN
	WC
	
	WITH
	W/
	
	WITHOUT
	W/O
	
A
	COMPRESSED AIR
	A
	
AV
	ACID VENT
	AV
	
AW
	ACID WASTE
	AW
	
	ACID VENT RISER
	AVR
	
	ACID VENT THRU ROOF
	AVTR
	
CD
	CONDENSATE DRAIN
	CD
	
	DOMESTIC COLD WATER
	CW
	
	DOMESTIC HOT WATER
	HW
	
	DOMESTIC HOT WATER RETURN
	HWR
	
G
	LOW PRESSURE NATURAL GAS
	G
	
HPG
	HIGH PRESSURE GAS
	HPG
	
ICW
	INDUSTRIAL COLD WATER
	ICW
	
LPG
	LIQUIFIED PETROLEUM GAS
	LPG
	
F
	FIRE PROTECTION LINE

PLUMBING FIXTURE SCHEDULE
	
MARK
	FIXTURE
	S OR W
	V
	CW
	HW
	DESCRIPTION

L-1
	
LAVATORY ADA
	
2"
	
1-1/2"
	
1/2"
	
-----
	
KOHLER K-2005-0, KINGSTON WALL-HUNG, 20"x18" VITREOUS CHINA WITH BACKSPLASH & WALL BRACKET, 4" CENTER FAUCET HOLES, CHICAGO 3400-ABCP VANDAL PROOF METERING FAUCET WITH PUSH KNOB HANDLE AND 0.5 GPM VANDAL PROOF AERATOR, ADJUST FAUCET CYCLE TIME FOR 10 SECONDS, MCGUIRE 155WC OFFSET GRID DRAIN, AND JAY R. SMITH 723 SUPPORT CARRIER CONCEALED ARMS. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE MOUNTING HEIGHTS.

WMB-1
	
WASHING MACHINE BOX
	
2"
	
1-1/2"
	
3/4"
	
3/4"
	GUY GRAY T200TPCPVCHA, RECESSED METAL CLOTHES WASHER SUPPLY BOX WITH WHITE FINISH, INTEGRAL CW AND HW SUPPLY HOSE BIBBS WITH HAMMER ARRESTORS, AND 2" DIAMETER DRAIN OUTLET.

WH-1
	
WATER HEATER
	
-----
	
-----
	
3/4"
	
3/4"
	A.O. SMITH ECJ-30 PROMAX RESIDENTIAL ELECTRIC, 30 GALLON STORAGE CAPACITY, GLASS LINED TANK, 4,500 WATTS, 240V/1PH, 20 GPH RECOVERY RATE AT 90°F TEMPERATURE RISE, AND 3/4" P&T RELIEF VALVE. DIMENSIONS: 22" DIAMETER x 30" HEIGHT. OPERATING WEIGHT: 280 LBS.

					
689-MP-WELDON ES PORTABLE MODIFICATION_matt.soderstrom.rvt
	
PLUMBING SCHEDULE	ANCHORAGE & BRACING NOTES	MECHANICAL & PLUMBING LEGEND

MEP COMPONENT ANCHORAGE NOTE	SYMBOL	ITEM	ABBR.

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER	RWL	RAIN WATER LEADER	RWL THE DETAILS ON THE 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:	SD	STORM DRAIN	SD
SOIL or WASTE	S or W
1.      ALL PERMANENT EQUIPMENT AND COMPONENTS.
2.      TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED)	MA	MEDICAL AIR	MA
TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY	O2	OXYGEN	O2 ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT FOR 110/220 VOLT
RECEPTACLES HAVING A FLEXIBLE CABLE.
3.      TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A	VENT	V
CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT	VENT RISER	VR DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY
THE AHJ.	VENT THRU ROOF	VTR
CLEANOUT TO GRADE	COTG 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	EXISTING PIPING
ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN	FLOOR CLEANOUT	FCO BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:
HOSE BIBB
A.     COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR	PIPING TURN UP 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	PIPING CAP
WALL.	POINT OF CONNECTION TO EXISTING
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	SUPPLY AIR DUCT DROP
ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY THE AHJ. THE PROJECT INSPECTOR WILL	SUPPLY AIR DUCT RISE
VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE
REQUIREMENTS.	RETURN AIR DUCT DROP
RETURN AIR DUCT RISE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE	EXHAUST AIR DUCT DROP
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE	EXHAUST AIR DUCT RISE
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 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.	ANGLE VALVE

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED	BALANCE VALVE DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PRE-	BALL VALVE
APPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING	CHECK VALVE 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	CONCENTRIC REDUCER
OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE	TWO-WAY CONTROL VALVE LOADS.	PLUG VALVE
PRESSURE REDUCING VALVE

SHUT-OFF VALVE IN BOX	SOV

SHUT-OFF VALVE	SOV

THERMOSTATIC MIXING VALVE

TEMPERATURE / PRESSURE RELIEF VALVE	PRV

UNION
WALL CLEANOUT	WCO

"Y" TYPE STRAINER
P	PRESSURE GAUGE
T	TEMPERATURE GAUGE

1	KEYNOTE
MECHANICAL & PLUMBING SHEET INDEX	GENERAL NOTES	2	DETAIL REFERENCE
P202	EXAMPLE: DETAIL 2, SHEET P202
MP001     MECHANICAL & PLUMBING SCHEDULE, LEGEND, AND NOTES	1.	COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND
SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY	SECTION REFERENCE
DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY.	EXAMPLE: SECTION 3, SHEET
2.	THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTWORK,	P400 MP800     MECHANICAL & PLUMBING DETAILS	FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY
PLANNED, PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL INTERFERENCES WITH EACH OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS.
3.	 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 THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.
4.	ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE.
5.	 MINIMUM SLOPE FOR SEWER IS 1/4" PER FT, UNLESS OTHERWISE NOTED.
6.	ALL ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOF SYSTEM WITH AS FEW PENETRATIONS AS POSSIBLE.
7.	MINIMUM DOMESTIC WATER PIPE SIZE TO BE 3/4" UNLESS OTHERWISE NOTED. USE A REDUCING ELL AT FIXTURE, IF NECESSARY.
8.	ALL PLUMBING FIXTURES, VALVES, FAUCETS, FIXTURE STOPS, ETC. WHICH PROVIDE WATER FOR HUMAN CONSUMPTION MUST MEET THE "LEAD FREE" REQUIREMENT FOR THE STATE OF CALIFORNIA.
9.	MAXIMUM ALLOWABLE DISTANCE FOR HOT WATER LATERALS TO FIXTURES OFF OF THE CIRCULATING MAIN SHALL BE 10'-0" FOR HAND WASH SINKS AND LAVS, AND 15'-0" FOR OTHER SINKS.
		
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PLOT DATE:4/28/2023 1:24:25 PM

4/28/23
FOR CONSTRUCTION
A
R

3
P400
POC
MP002     MECHANICAL & PLUMBING SPECIFICATIONS
MP200     MECHANICAL & PLUMBING FLOOR PLANS
Exp. 12-31-24
C
A
M41300
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
MECHANICAL & PLUMBING SCHEDULE, LEGEND, AND
NOTES
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING MP001

1/6" 1/4"     1/2"
1"
2"
3"
0"
SECTION 230000
PART 1 - GENERAL
1.1	RELATED DOCUMENTS
1.2	GENERAL MECHANICAL PROVISIONS
BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:
A.	AIR DISTRIBUTION SYSTEM.
B.	ALL EQUIPMENT AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED.
PART 2 - PRODUCTS
2.1	DUCTWORK MATERIALS
A.	GENERAL: ALL DUCTWORK MATERIALS SHALL HAVE FIRE AND SMOKE HAZARD RATINGS AS TESTED
UNDER ASTM E_84 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50.
REQUIRED (26 GAGE MINIMUM).
LINER BONDED TO GALVANIZED STEEL WIRE HELIX. DUCT SHALL BE CAPABLE OF CONTINUOUS
OPERATION AT 1-1/2" OF WATER STATIC PRESSURE AND 4,000 FT/MIN AIR VELOCITY. GENFLEX,
WIREMOLD.
D.	DUCT SEALANTS: ALL JOINTS EXPOSED TO WEATHER: SEALANT SHALL BE HARDCAST CCWI-181. JOINTS
NOT EXPOSED TO WEATHER: WATER-BASED DUCT SEALANT, WITHOUT SUBSTITUTION. 'UNI-MASTIC 181'
BY MCGILL AIRSEAL OR DESIGN POLYMETRICS DP-1010.
A.	FLEXIBLE CONNECTION: UL LISTED NEOPRENE COATED 30 OUNCE FIBERGLASS CLOTH. 3" METAL, 3"
FABRIC, 3" METAL. VENTGLAS.
PART 3 - EXECUTION
3.1	DUCTWORK INSTALLATION
A.	GENERAL:
1.	STANDARDS: UNLESS OTHERWISE NOTED, ALL DUCTWORK SHALL BE CONSTRUCTED AND
INSTALLED IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. DUCTWORK SHALL BE BUILT
MAINTAINED AT THE JOB SITE AT ALL TIMES. DUCT WORK AND ACCESSORIES SHALL BE INSTALLED
PROVIDE WALL OR CEILING ACCESS PANELS, OR REMOTE ACTUATORS AS REQUIRED WHERE
WITH 3" (MIN.) FLEXIBLE CONNECTION. INSTALL WITH AMPLE SLACK AND UNIFORM GAP. THERE
SHALL BE NO METAL TO METAL CONTACT ACROSS FLEXIBLE CONNECTION. FLEXIBLE CONNECTIONS
EXPOSED TO WEATHER SHALL HAVE A PROTECTIVE SHEET METAL COVER.
3.2	EQUIPMENT INSTALLATION
INSTALLED LEVEL.
1.	CONTRACTOR SHALL VERIFY THAT ROOF IS READY TO RECEIVE WORK AND OPENING
DIMENSIONS ARE AS INDICATED ON SHOP DRAWINGS.
2.	CONTRACTOR SHALL VERIFY THAT PROPER POWER SUPPLY IS AVAILABLE.
3.	CONTRACTOR SHALL INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
4.	MOUNT UNITS PROVIDING WATERTIGHT ENCLOSURE TO PROTECT DUCTWORK AND UTILITY
SERVICES. INSTALL ROOF MOUNTING CURB LEVEL.
LENGTH.
END OF SECTION
A.	CALIFORNIA BUILDING CODE
D.	CALIFORNIA CODE OF REGULATIONS, TITLE 8, INDUSTRIAL RELATIONS
YEAR FROM DATE OF ACCEPTANCE OF WORK.
PUMPS AS REQUIRED.
WITH VIBRATOR.
THESE TESTS AT THREE LOCATIONS PER 100' OF TRENCH. 
HAVING JURISDICT ON.
A. SANITARY SEWER SYSTEM
VALVES MAY BE INSTALLED IN FERROUS PIPING WITHOUT DIELECTRIC COUPLINGS.
9.	PIPE INSULATION MATERIAL:
DEVELOPED OF 50. ALL PIPING INSULATION MATERIALS SHALL HAVE A MOLD, HUMIDITY, AND
MCGUIRE, SPEEDWAY.
MCGUIRE.
SUBJECT TO REVIEW BY ENGINEER.	TESTS SHALL BE REPAIRED AND ENTIRE WORK RETESTED.
BEEN INSPECTED, BUT NO LESS THAN 2 HOURS.
END SECTION

689-MP-WELDON ES PORTABLE MODIFICATION_matt.soderstrom.rvt
	
PLUMBING SPECIFICATIONS	MECHANICAL SPECIFICATIONS

SECTION 220000
PLUMBING	7.	MISCELLANEOUS:	HEATING, VENTILATING AND AIR CONDITIONING
A. UNIONS: 2" AND SMALLER: AAR MALLEABLE IRON, BRONZE TO IRON GROUND SEAT, 300 PSI, GRINNELL. GENERAL MECHANICAL SPECIFICATIONS:	UNIONS SHALL BE INSTALLED ON THE LEAVING SIDE OF EACH VALVE, AT ALL EQUIPMENT CONTRACTOR SHALL PROVIDE A COMPLETE WORKING SYSTEM AND SHALL INCLUDE ALL ACCESSORIES, PARTS,	CONNECTIONS, AND ELSEWHERE AS NECESSARY FOR ASSEMBLY OR DISASSEMBLY OF PIPING. MATERIALS AND LABOR REQUIRED TO MEET PERFORMANCE, CAPACITY, AND QUALITY REQUIREMENTS OF CONTRACT
DOCUMENTS.	B. DIELECTRIC COUPLING: INSULATING UNION OR FLANGE RATED FOR 250 PSIG. EPCO. DIELECTRIC UNIONS
SHALL BE INSTALLED WHEREVER PIPING OF DISSIMILAR METALS ARE JOINED, EXCEPT THAT BRONZE	A.	DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY 1.	CODES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES                                                                                                                                                                                                                                                                                                                                                                                                                                       CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS DIVISION.
AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. NOTHING IN THESE DRAWINGS OR                                                                                           C. ALL JOINTS AND CHANGES IN DIRECTION SHALL BE MADE WITH STANDARD FITTINGS. CLOSE NIPPLES SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.                                                                                                                              SHALL NOT BE USED. PRO-PRESS MECHANICAL CRIMPED FITTINGS ARE ACCEPTABLE. PIPE SIZE
REDUCTION SHALL BE MADE WITH BELL REDUCER FITTINGS. BUSHINGS SHALL NOT BE USED.	A.	THE PRECEDING GENERAL MECHANICAL PROVISIONS SHALL FORM A PART OF THIS DIVISION WITH THE B.	CALIFORNIA MECHANICAL CODE	D. ESCUTCHEONS: PROVIDE CHROME PLATED METAL ESCUTCHEONS WHERE PIPING PENETRATES WALLS,                                                                                                                                                   SAME FORCE AND EFFECT AS THOUGH REPEATED HERE.
C.	CALIFORNIA PLUMBING CODE	CEILINGS OR FLOORS.	1.3	SCOPE: PROVIDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETE, LAWFUL AND
E.	CALIFORNIA CODE OF REGULATIONS, TITLE 24, BUILDING STANDARDS	8.	PIPE SUPPORT:	OPERATING SYSTEMS AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED HERE. THE WORK INCLUDES, F.	LOCAL CODES
A. PIPE HANGER: STEEL "J" HANGER WITH SIDE BOLT FOR PIPING 4" AND SMALLER. LOAD AND JAMB 2.	PERMITS, INSPECTIONS AND SERVICE CONNECTION CHARGES: OBTAIN ALL PERMITS REQUIRED FOR	NUTS. SIZE AND MAXIMUM LOAD PER MANUFACTURERS RECOMMENDATION. FELT LINER FOR
PERFORMING WORK AND PAY ALL RELATED FEES. PAY ALL CHARGES FOR SERVICE CONNECTIONS, METERS,	COPPER PIPING. HANGER AND ROD SHALL HAVE GALVANIZED FINISH. B-LINE, GRINNELL, UNISTRUT. ETC. BY UTILITY COMPANIES OR DISTRICTS. CALL FOR ALL REQUIRED INSPECTIONS AND PAY ALL RELATED FEES.
B. ISOLATING SHIELD: GALVANIZED STEEL SHELL AND REINFORCING RIBS. 1/4" NON-CONDUCTING HAIR FELT 3.	WORK BY OTHERS: UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER	PAD. PIPE HANGER IN ACCORDANCE WITH PARAGRAPH ABOVE. INCREASE HANGER SIZE PER
WIRING, MOTOR STARTERS IN MOTOR CONTROL CENTERS, DISCONNECTS, CONTROL WIRING AND CONDUIT AND	MANUFACTURERS RECOMMENDATION. B-LINE, SEMCO, SUPERSTRUT. INSTALLATION OF CONTROL DEVICES.
C. CONSTRUCTION CHANNEL: 12 GA. 1-5/8"x1-5/8" GALVANIZED STEEL CHANNEL. SINGLE OR MULTIPLE 4.	GUARANTEE: THE CONTRACTOR SHALL REPAIR ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP	SECTION. SELF-LOCKING NUTS AND FITTINGS. B-LINE, UNISTRUT.
AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WHICH APPEARS WITHIN A PERIOD OF ONE	SHALL COMPLY WITH 1994 UMC STANDARD 6-1.
B.	METAL DUCTWORK: METAL DUCTWORK SHALL BE GALVANIZED SHEET STEEL, LOCK FORMING QUALITY, 5.	OPERATING AND MAINTENANCE INSTRUCTIONS: TWO COPIES OF ALL EQUIPMENT OPERATION AND MAINTENANCE	A. GENERAL: ALL PIPING INSULATION MATERIALS SHALL HAVE FIRE AND SMOKE HAZARD RATINGS AS	ASTM A_653, WITH GAGE AND CONSTRUCTION TO MATCH SMACNA STANDARD FOR PRESSURE
INSTRUCTIONS AND WIRING DIAGRAMS SHALL BE FURNISHED TO THE OWNER, THROUGH THE ENGINEER.	TESTED UNDER ASTM E_84 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE	C.	FLEXIBLE DUCTWORK: INSULATED FLEXIBLE DUCTWORK. 1 LB/FT3 GLASS FIBER INSULATION, 1" THICK. 6.	MATERIALS, EQUIPMENT AND INSTALLATION: EACH ITEM REFERRED TO ON THE DRAWINGS AND IN THE	EROSION-RESISTANT SURFACE AS TESTED UNDER UL 181. ALL MATERIALS SHALL BE PLENUM                                                                                                                                                            R-6. SEAMLESS VAPOR BARRIER JACKET. DUCT SHALL COMPLY WITH NFPA 90A. CONTINUOUS INTERNAL
SPECIFICATIONS REPRESENTS THE STANDARD OF QUALITY DESIRED FOR MATERIALS, EQUIPMENT AND	RATED. INSTALLATION. ALL SUBSTITUTIONS MUST BE SUBMITTED TO AND REVIEWED IN WRITING BY THE ENGINEER.
CONTRACTOR SHALL PROVIDE A RESUBMITTAL IF REQUESTED BY THE ENGINEER. ENGINEER WILL REVIEW EACH	B. THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.25 BTU-IN/HR-FT2-F AT A MEAN TEMPERATUR OF 75°F. SUBMITTAL FOR PRODUCTS SCHEDULED ON THE DRAWINGS. IF MORE THAN ONE RESUBMITTAL IS REQUIRED BY                                                                                             HIGH DENSITY PRE-MOLDED FIBERGLASS WITH VAPOR BARRIER LAMINATED ALL SERVICE JACKET THE ENGINEER, THE CONTRACTOR SHALL BEAR THE COST OF THE ENGINEERS REVIEW ON A TIME AND MATERIAL                                                                                            AND PRESSURE SEALING VAPOR BARRIER LAP. INSULATE HOT WATER PIPING WITH 1" THICK FOR BASIS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS. ALL INSTALLATIONS SHALL BE                                                                                           PIPE SIZES LESS THAN 1", 1-1/2" THICK FOR PIPE SIZES 1" AND LARGER. FIBERGLASS WITH ALL
AS RECOMMENDED BY THE MANUFACTURER AND AS SHOWN ON DRAWINGS.	SERVICE JACKET. PIPING EXPOSED TO VIEW SHALL HAVE ADDITIONAL PVC JACKET.	2.2	AIR TERMINALS AND DUCT FITTINGS
7.	EXCAVATION AND BACKFILL:	10.	MOLDED CLOSED CELL VINYL (PIPING INSULATION UNDER ADA LAVATORIES AND SINKS): FULLY MOLDED CLOSED CELL VINYL, 3/16" THICK, INTERNAL RIBS ON DRAIN INSULATION TO PROVIDE AIR GAP. THERMAL CONDUCTIVITY
A. GENERAL: UNLESS OTHERWISE NOTED, MINIMUM EARTH COVER ABOVE TOP OF PIPE OR TUBING	SHALL NOT EXCEED 1.17 BTU-IN/HR-FT2-°F AT AVG. TEMP OF 73°F. WEEP HOLE IN CLEANOUT NUT ENCLOSURE. OUT OUTSIDE BUILDING WALLS SHALL BE 24", NOT INCLUDING BASE AND PAVING IN PAVED AREAS.	OF SIGHT NYLON FASTENING SYSTEM. HINGED CAP OVER VALVE TO ALLOW ACCESS FOR SERVICING. TRUEBRO BARREL OF PIPE SHALL HAVE UNIFORM SUPPORT ON SAND BED. SAND SHALL BE FREE FROM	LAV-GUARD.
CLAY OR ORGANIC MATERIAL, SUITABLE FOR THE PURPOSE INTENDED AND SHALL BE OF SUCH
SIZE THAT 90 PERCENT TO 100 PERCENT WILL PASS A NO. 4 SIEVE AND NOT MORE THAN 5                                                                  11.          FIXTURES: ALL FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. ALL ENAMELED FIXTURES SHALL BE ACID PERCENT WILL PASS A NO. 200 SIEVE.                                                                                                                                                                                  RESISTING. ALL FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETE WITH TRIM, SEALS, CARRIERS, STOPS,
ETC. ALL TRIM, VALVES AND PIPING NOT CONCEALED IN WALL STRUCTURE, ABOVE CEILING OR BELOW FLOOR B. EXCAVATION: WIDTH OF TRENCHES AT TOP OF PIPE SHALL BE MINIMUM OF 16", PLUS THE OUTSIDE	SHALL BE BRASS WITH POLISHED CHROME PLATE FINISH UNLESS NOTED OTHERWISE. CAULK WALL MOUNTED
DIAMETER OF THE PIPE. PROVIDE ALL SHORING REQUIRED BY SITE CONDITIONS. WHERE OVER                                                                      FIXURES AGAINST WALL WITH WHITE G.E. "SANITARY 1700" SILICONE SEALANT. CAULKING SHALL BE SMOOTH AND EXCAVATION OCCURS, PROVIDE COMPACTED SAND BACKFILL TO PIPE BOTTOM. WHERE                                                                                  FLUSH WITH FIXTURE (NOT CONCAVE). GROUT AT THE FLOOR WITH WATERPROOF CERAMIC TILE GROUT AROUND
GROUNDWATER IS ENCOUNTERED, REMOVE TO KEEP EXCAVATION DRY, USING WELL POINTS AND	FLOOR MOUNTED FIXTURES.	TO A PRESSURE CLASSIFICATION EQUAL TO OR GREATER THAN THE MAXIMUM OPERATING A. STOPS: ALL HOT AND COLD WATER SUPPLIES SHALL BE 1/2" I.P.S. INLET ANGLE STOPS WITH STUFFING	PRESSURE AT THAT POINT IN THE DUCTWORK. A COPY OF THESE STANDARDS SHALL BE
C. BACKFILL:	BOX, LOOSE KEY LOCK SHIELD, AND BRASS RISER (3/8" FOR 2-1/2 GPM AND LESS, OTHERWISE 1/2").	IN A MANNER TO PREVENT VIBRATION AND RATTLING.
(1) 6" BELOW, AROUND, AND TO 12" ABOVE PIPE: MATERIAL SHALL BE SAND. PLACE	2.	ACCESS: PROVIDE DUCT ACCESS DOORS AS REQUIRED TO ADJUST EQUIPMENT AND DAMPERS. CAREFULLY AROUND AND ON TOP OF PIPE, TAKING CARE NOT TO DISTURB PIPING, CONSOLIDATE                                                                                B. P-TRAPS: SEMI-CAST BRASS, GROUND JOINT, 17 GAGE, CLEANOUT PLUG, UNOBSTRUCTED WATERWAY.                                                                                                                                                                  EQUIPMENT AND DAMPERS ARE NOT OTHERWISE ACCESSIBLE. VENTLOK 666 CONCEALED REMOTE
ACTUATOR WITH ZINC FINISH ON COVER.
(2) ONE FOOT ABOVE PIPE TO GRADE: MATERIAL SHALL BE SANDY OR SILTY LOAM, FREE OF	12.	TESTS AND DISINFECTION: PERFORM ALL TESTS AND DISINFECTION AS REQUIRED BY APPLICABLE CODES IN	3.	FLEXIBLE CONNECTIONS: CONNECTION OF DUCTWORK TO ANY VIBRATING EQUIPMENT SHALL BE LUMPS, LAID IN 6" LAYERS, UNIFORMLY MIXED TO PROPER MOISTURE AND COMPACTED TO                                                                               PRESENCE OF PLUMBING INSPECTOR. WORK TO BE CONCEALED SHALL NOT BE ENCLOSED UNTIL PRESCRIBED
REQUIRED DENSITY. IF BACKFILL IS DETERMINED TO BE SUITABLE AND REQUIRED COMPACTION IS	TESTS ARE MADE. SHOULD ANY WORK BE ENCLOSED BEFORE SUCH TESTS, THE CONTRACTOR SHALL, AT HIS
DEMONSTRATED BY LABORATORY TEST, WATER COMPACTION IN 6" LAYERS MAY BE USED,	EXPENSE, UNCOVER, TEST AND REPAIR ALL WORK TO ORIGINAL CONDITIONS. LEAKS AND DEFECTS SHOWN BY	4.	FLANGES AND ESCUTCHEON: WHERE DUCTWORK PENETRATES WALLS, CEILINGS, OR FLOORS, FURNISH AND INSTALL FLANGE OR ESCUTCHEON OF SAME MATERIAL AS DUCT.
D. COMPACTION: COMPACT TO DENSITY OF 95% WITHIN BUILDING AND UNDER WALKWAYS, DRIVEWAYS,	A. SANITARY SEWER: ALL ENDS OF THE SANITARY SEWER SYSTEM SHALL BE CAPPED AND LINES FILLED TRAFFIC AREAS, PAVED AREAS, ETC. AND TO 90% ELSEWHERE. DEMONSTRATE PROPER                                                                                                              WITH WATER TO THE TOP OF THE HIGHEST VENT, 10' ABOVE GRADE MINIMUM. THIS TEST SHALL BE
COMPACTION BY TESTING AT TOP, BOTTOM AND ONE-HALF OF THE TRENCH DEPTH. PERFORM	MADE BEFORE ANY FIXTURES ARE INSTALLED. TEST SHALL BE MAINTAINED UNTIL ALL JOINTS HAVE	A.	GENERAL: IT SHALL BE THE RESPONSIBILITY OF THE EQUIPMENT INSTALLER TO ENSURE THAT NO WORK DONE UNDER OTHER SPECIFICATION SECTIONS SHALL IN ANY WAY BLOCK OR OTHERWISE HINDER THE
8.	 PIPES PASSING THROUGH FIRE RATED SURFACES: PIPES PASSING THROUGH FIRE RATED WALLS, FLOORS,	B. DRAINS (INCLUDING CONDENSATE): SIMILAR TO SANITARY SEWER.	EQUIPMENT. ALL EQUIPMENT SHALL BE SECURELY ANCHORED IN PLACE. ALL EQUIPMENT SHALL BE CEILINGS, PARTITIONS, ETC. SHALL HAVE THE ANNULAR SPACE SURROUNDING THE PIPE OR PIPE INSULATION
SEALED WITH FIREIRATED MATERIALS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FIRE AUTHORITY		C. DOMESTIC HOT AND COLD WATER PIPING: MAINTAIN 100 PSIG WATER PRESSURE FOR 4 HOURS.	B.	AIR CONDITIONING UNITS: 13.          DISINFECTION: DISINFECT ALL DOMESTIC WATER PIPING SYSTEMS IN ACCORDANCE WITH AWWA STANDARD C651,
"AWWA STANDARD FOR DISINFECTING WATER MAINS", AND IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION. DISINFECTION PROCESS SHALL BE PERFORMED IN COOPERATION WITH THE HEALTH DEPARTMENT
PLUMBING SPECIFICATIONS:	HAVING JURISDICTION AND WITNESSED BY A REPRESENTATIVE OF THE ENGINEER. DURING PROCEDURE SIGNS SHALL BE POSTED AT EACH WATER OUTLET STATING, "CHLORINATION - DO NOT DRINK". AFTER DISINFECTION,
1.	GENERAL: ALL GENERAL MECHANICAL SPECIFICATIONS APPLY TO THIS SECTION.	WATER SAMPLES SHALL BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS. CERTIFICATE OF BACTERIOLOGICAL
2.	 SCOPE: PROVIDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETE, LAWFUL AND OPERATING	PURITY SHALL BE OBTAINED AND DELIVERED TO THE OWNER THROUGH THE ENGINEER.	5.	SPRING ISOLATORS SHALL BE ADJUSTED TO ALLOW MOVEMENT TO MAXIMUM FREE SPRING SYSTEMS AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED HERE. THE WORK INCLUDES, BUT IS NOT
NECESSARILY LIMITED TO, THE FOLLOWING:	C.	 CONNECTIONS TO EQUIPMENT: WHERE SIZE CHANGES ARE REQUIRED FOR CONNECTIONS TO EQUIPMENT, THEY SHALL BE MADE IMMEDIATELY ADJACENT TO THE EQUIPMENT AND, IF POSSIBLE,
B. DOMESTIC WATER SYSTEM	INSIDE THE EQUIPMENT CABINET. C. ALL EQUIPMENT AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED

3.	 LAYOUT: ROUTE PIPING TO AVOID CUTTING STRUCTURAL MEMBERS. WHERE CUTTING OR NOTCHING IS REQUIRED, THE STRUCTURAL MEMBER SHALL BE REINFORCED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. NOTIFY ARCHITECT PRIOR TO ANY CUTTING OR DRILLING OF STRUCTURAL MEMBERS. PIPING SHALL BE CONCEALED IN WALLS, ABOVE CEILINGS OR BELOW GRADE UNLESS OTHERWISE NOTED. PIPING SHALL BE INSTALLED TO ENSURE UNRESTRICTED FLOW, ELIMINATE AIR POCKETS, PREVENT UNUSUAL NOISE AND PERMIT OMPLETE DRAINAGE OF THE SYSTEM. ALL PIPING SHALL BE INSTALLED TO PERMIT EXPANSION AND CONTRACTION WITHOUT STRAIN ON PIPING OR EQUIPMENT. VERTICAL LINES SHALL BE INSTALLED TO ALLOW BUILDING SETTLEMENT WITHOUT DAMAGE TO PIPING. PROVIDE INDIVIDUAL SHUT OFF VALVES AT EACH FIXTURE AND EQUIPMENT ITEM AND AS INDICATED ON THE DRAWINGS. PROVIDE SECONDARY DRAIN PIPING WHERE REQUIRED.

4.	PIPING MATERIALS:

A. DOMESTIC WATER - HARD TEMPER SEAMLESS COPPER, ASTM B88, WROUGHT COPPER FITTINGS, ANSI B16.22, TYPE L WITH BRAZED JOINTS (1100F, MIN). 1-1/2" AND SMALLER ABOVE GRADE MAY BE SOLDERED, 95-5 TIN-ANTIMONY SOLDER. ALL NIPPLES SHALL BE RED BRASS (85% COPPER). MECHANICAL PRESS FIT CRIMPED FITTINGS ARE ACCEPTABLE (PROPRESS).

B. SOIL, WASTE & VENT (INSIDE BUILDING AND WITHIN 5' OF BLDG WALLS) - CAST IRON, CISPI 301, HEAVY DUTY COUPLINGS (HUSKY HD 2000 SERIES OR EQUIV.). 2" AND SMALLER EXPOSED TO VIEW SHALL BE GALVANIZED STEEL, ASTM A120/A53, WITH COATED CAST IRON RECESSED DRAINAGE FITTINGS, ANSI B16.12.

C. DRAIN (INCLUDING CONDENSATE DRAIN) - SAME AS DOMESTIC WATER -OR- SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM 120/ A53 W/ 150 LBS GALV. SCREWED FITTINGS.

5.	 CLEANOUTS: COMPARABLE MODELS OF JOSAM, WADE OR ZURN. FLOOR CLEANOUT: SMITH 4028 NICKEL BRONZE TOP IN FINISHED AREAS, SMITH 4228 IN UTILITY AREAS. WALL CLEANOUT: SMITH 4532 WITH STAINLESS STEEL COVER AND SCREW. PIPE CLEANOUT: IRON BODY WITH THREADED BRASS PLUG.

6.	 VALVES: ALL VALVES SHALL BE FULL LINE SIZE OF UPSTREAM PIPING, EXCEPT THAT GAS VALVES WITHIN 18" OF THE POINT OF CONNECTION TO THE EQUIPMENT MAY BE SAME SIZE AS THE EQUIPMENT CONNECTION. PROVIDE SHUT-OFF VALVE AT EACH EQUIPMENT CONNECTION. PROVIDE SHUT-OFF VALVE AT EACH POINT OF CONNECTION TO EXISTING PIPING.

A. GATE: SIZE 2" AND SMALLER: RISING STEM, UNION BONNET ALL BRONZE, WEDGE DISC, 125 WSP, STOCKHAM B-105.

B. BALL: FULL PORT, BRONZE OR BRASS BODY, CAP, STEM, DISK AND BALL. SCREWED CONNECTION. LEVER HANDLE TFE SEAT, O-RING SEALS. 300 PSI WOG. APOLLO, GRINNELL, JOMAR.
		
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PLOT DATE:4/28/2023 1:24:25 PM

DATE
DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
4/28/23
FOR CONSTRUCTION
A
R

Exp. 12-31-24
C
A
M41300
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
MECHANICAL & PLUMBING SPECIFICATIONS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING

MP002

1/6" 1/4"     1/2"
1"
2"
3"
0"

S
CW
DATE
DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
4/28/23
FOR CONSTRUCTION
A

WMB-
	1

					
689-MP-WELDON ES PORTABLE MODIFICATION_matt.soderstrom.rvt

(E) 2" VTR	(E) 2"	(E) 4"	(E) 1-1/4"

V	V
S	CW
6	1		2 5
(E) 1/2"	4

CLASSROOM
 01 

NORTH
	
KEYNOTES

1	REMOVE (E) CEILING MOUNTED EXHAUST FAN AND CAP (E) EA DUCT ABV. CLG.
2	REMOVE (E) CEILING MOUNTED EXHAUST FAN AND SALVAGE FOR REINSTALLATION.
3	REINSTALL (E) CEILING MOUNTED EXHAUST FAN IN (N) CEILING. SEE 14/A102 FOR SUPPORT.
4	REMOVE (E) FLOOR MOUNTED WATER CLOSET AND SALVAGE FOR REINSTALLATION.
5	REMOVE (E) FLOOR MOUNTED WATER CLOSET. CAP (E) S BEL. GR. AND CW IN WALL FOR RECONNECTION. REMOVE (E) VENT PIPING BEL GR. AND CAP IN WALL.
6         REMOVE (E) INSTANT HOT WATER HEATER AND ASSOCIATED PIPING. (E) SINK TO REMAIN.
7	 ROUTE (N) 2" S THRU EXTERIOR WALL AND ROUTE PIPE ALONG EXTERIOR OF WALL. MAINTAIN 1/4" PER FOOT SLOPE FOR HORIZONTAL PIPING. SEE DETAIL 2/P800 FOR SUPPORT. SEE DETAIL 6/P800 FOR PENETRATION.
8	ROUTE (N) 2" S DN. ALONG EXTERIOR OF WALL TO BEL. GR. AND CONNECT TO (E) 4" S.
9	POC (N) 1" CW TO (E) 1" CW ABV. CLG. SEE 3/P800 FOR PIPE SUPPORT ABV. CLG.
10	3/4" CW & 3/4" HW DN. THRU CEILING. ROUTE ALONG FACE OF WALL AND DN. THRU TOP OF CABINET. ROUTE DN. ALONG BACK OF CABINET TO (N) WATER HEATER.
11	2" SEWER W/ STANDPIPE DRAIN, 1-1/2" VR, 3/4" CW, & 3/4" HW FOR CLOTHES WASHER. ROUGH-IN WITH RECESSED BOX.
12	ROUTE 3/4" P&T RELIEF THRU EXTERIOR WALL AND TERMINATE WITH 90° ELL DN. AT +6" MIN. +24" MAX. ABV. GR.
13	ELECTRIC WATER HEATER MOUNTED ON BASE OF CABINET. SEE 4/P800 FOR SUPPORT AND PIPING CONNECTIONS.
14	2" S, 1-1/2" V, & 3/4" CW FOR (N) LAVATORY. CONNECT (N) 2" S TO (E) 4" S BEL. FLR. CONNECT (N) 1-1/2" VR TO (E) 2" VR IN WALL. CONNECT (N) 3/4" CW TO (E) 1" CW IN WALL. SEE 1/P800 FOR LAVATORY SUPPORT.
15	1/2" HW DN. FOR DISHWASHER. BRANCH 1/2" CW FROM (E) SINK TO DISHWASHER. ROUTE DISHWASHER DRAIN DISCHARGE TO (N) VACUUM BREAKER AT (E) REAR SINK LEDGE AND TERMINATE AT SINK TAILPIECE.
16	RE-INSTALL (E) FLOOR MOUNTED WATER CLOSET IN SAME LOCATION AND RE-CONNECT TO (E) PIPING.
17	1/2" HW DN. AND CONNECT TO (E) SINK.
		
\\tetr-file1\Users\matt.soderstrom_TETR\Documents\126

MECHANICAL & PLUMBING DEMOLITION FLOOR PLAN	1/4" = 1'-0"
	1

(E) 2" VTR	(E) 4"

7	10	12	15	17	8
(E) 1-1/4"
S
TALL	V	V 
3/4"	S  CW

11	     1"  3/4"  1 1/2"	(E) 1/2"	L-1 14	3	16 WH-1 13                                                                                           9

CLASSROOM
 01 

NORTH
			
PLOT DATE:4/28/2023 1:24:26 PM

PROPOSED MECHANICAL &PLUMBING FLOOR PLAN	1/4" = 1'-0"
	2

R

S
(E) 2"
CW
2"
 V
Exp. 12-31-24
C
A
M41300
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
MECHANICAL & PLUMBING FLOOR PLANS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING MP200

1/6" 1/4"     1/2"
1"
2"
3"
0"

HANGER.
FIXTURE SUPPORT
L
ATTACH WITH (2) #10
DATE
DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used

NGER

														

											

					
689-MP-WELDON ES PORTABLE MODIFICATION_matt.soderstrom.rvt

(E) METAL STANDING SEAM ROOF.

2"x2"x3" ANGLE CLIP.	(E) 14 GA. ROOF PURLIN.
SMS. (TYP)

ALL-THREAD HA ROD. (TYP)
'C' CHANNEL INTERMEDIATE BRACING, AS REQUIRED.

CENTERLINE OF                                                                        3/8"∅x3" WOOD SCREWS W/ COUNTER FIXTURE.                                                                                   SUNK HEAD, (3) PER STUD. PRE-DRILL
HOLES IN PLATE THE SHANK DIAMETER, TYP.
CENTERLINE OF	1/4"x8" STEEL PLATE FOR FIXTURE WALL BACKING PLATE. PLATE SHALL BE LET INTO WOOD FOR FLUSH CONDITION AT FACE OF STUDS.
C	WOOD STUD, TYP.

NOTES:
1. FOR SINGLE FIXTURE, PLATE SHALL BE ANCHORED TO A MINIMUM OF (4) VERTICAL STUDS.
2. PROVIDE THREADED HOLES IN PLATE FOR FIXTURE SUPPORT CARRIER MOUNTING.
3. PROVIDE JAY R. SMITH CONCEALED ARMS MOUNTED TO PLATE FOR LAVATORY INSTALLATION.
		
							UPPER ATTACHMENT	N.T.S.
	5
	FIXTURE SUPPORT	N.T.S.
	1
		
\\tetr-file1\Users\matt.soderstrom_TETR\Documents\126

SEAL WITH G.E. SILICONE SEALANT.
EXISTING WALL.	S.M. RAIN FLASHING. EXTEND 12" ON EACH SIDE OF PIPE. SECURE TO
PIPING THRU WALL.	WALL WITH #10 WS.

SEAL ENDS WITH DOW
CORNING 3-6548 SILICONE	PACK ANNULAR SPACE FOAM.	WITH HEAVYDENSITY
MINERAL WOOL.
	
12" LONG UNISTRUT P1000 CONSTRCUTION CHANNEL.

UNISTRUT 12 GA. PIPE CLAMP.

PIPE.

#12 WOOD SCREW. (TYP OF 2)

(E) WOOD STUD.

NOTES:
1. SEE PLANS FOR PIPE SIZES.
2. SUPPORT AT 10'-0" MAX. AND WITHIN 12" OF CHANGES IN DIRECTION.
		
							PIPE THRU WALL	N.T.S.
	6
	PIPE SUPPORT ON WALL	N.T.S.
	2

SEE 5/P800 FOR UPPER ATTACHMENT.

3/8"Ø ROD.

PIPE.	PIPE HANGER.

NOTES:
1. SEE PLANS FOR PIPE SIZES.
2. SUPPORT AT 6'-0" MAX. AND WITHIN 12" OF CHANGES IN DIRECTION.
		
									PIPE SUPPORT	N.T.S.
	3
		
PLOT DATE:4/28/2023 1:24:27 PM
					
ELECTRIC WATER HEATER.

UNION, (TYP)

GATE VALVE, (TYPICAL)
UNISTRUT P1000
HW OUTLET. SEE	CONSTRUCTION CHANNEL PLAN FOR SIZE.	(TYP.). ATTACH TO (2) STUDS
MIN. W/ 3/8" LAG SCREW.
P&T RELIEF VALVE.
SEE PLAN FOR CONT.	1/8"x1" GALV. STEEL STRAP CW INLET. SEE	AROUND WATER HEATER PLAN FOR SIZE.	(TYP. OF 2 AT 1/3 & 2/3 HEIGHT
OF WH). ATTACH TO UNISTRUT WITH 3/8"∅ BOLTS, 1 EA SIDE.
24 GA. GALV. SHEET METAL CHECK VALVE (TYP.).	DRAIN PAN. SOLDER ALL

CABINET BASE.

NOTE:
CUT & REMOVE BACK PANEL OF CABINET AS NECESSARY FOR INSTALLATION OF CONSTRUCTION CHANNELS AND WATER HEATER STRAPS.
		
									WATER HEATER IN CABINET	N.T.S.
	4

4/28/23
FOR CONSTRUCTION
A
R

SEAMS WATERTIGHT.
Exp. 12-31-24
C
A
M41300
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
MECHANICAL & PLUMBING DETAILS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING MP800

1/6" 1/4"     1/2"
1"
2"
3"
0"

HVAC
5
TON
DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
04/28/23 FOR CONSTRUCTION

	2
				SV

					

SV

		
SD

SV

					
nts\12689-E-WELDON ES PORTABLE MODIFICATION_march.jason.rvt

9	11
TALL	TALL
2	+44" 	+44" 
SD	SD

EP-A - 5,7 14	1

12

3
3

(E) PANEL 'EP-A'

NORTH
	
KEYNOTES

1	REMOVE (E) LIGHT FIXTURE AND SALVAGE FOR REINSTALLATION, TYPICAL.

2	REMOVE (E) CEILING MOUNTED FIRE ALARM DEVICES AND SALVAGE FOR REINSTALLATION AFTER (N) CEILING INSTALLATION, TYPICAL.

3	DISCONNECT AND REMOVE (E) LIGHT SWITCH AND REMOVE SWITCH CIRCUIT. DISCONNECT BRANCH CIRCUIT AND ROUTE TO LOCATION FOR CONNECTION TO NEW LIGHT SWITCH.

4	PROVIDE (N) LIGHT SWITCH WITH INTEGRAL OCCUPANCY SENSOR AND CONNECT THE CONTROLLED HOT TO EACH LIGHTING FIXTURE.

5	PROVIDE (N) NEMA 14-30R, 125/250V, 30A, 3-POLE, 4-WIRE GROUNDING TYPE ELECTRIC DRYER RECEPTACLE.

6	ONE 1"C WITH 2#8 CU THWN AND 1#10 CU GND.

7	PROVIDE GENERAL DUTY 250V, 60A, 3-POLE DISCONNECT. PROVIDE CONNECTION FOR 208V, 1ϕ, 4500W, WATER HEATER, 'WH-1'.

8	ONE 3/4"C WITH 3#10 CU THWN AND 1#10 CU GND.

9	DISCONNECT AND REMOVE (E) EXHAUST FAN. REMOVE EXHAUST FAN BRANCH CIRCUIT BACK TO SOURCE.

10      INTERLOCK (E) EXHAUST FAN WITH CONTROLLED LIGHTING BRANCH CIRCUIT ON (N) INTEGRAL OCCUPANCY LIGHT SWITCH.

11      REMOVE (E) EXHAUST FAN AND SALVAGE FOR REINSTALLATION.

12      (E) WALL MOUNTED FIRE ALARM DEVICES TO REMAIN, TYPICAL. PRESERVE AND PROTECT FIRE ALARM DEVICES DURING CONSTRUCTION.

13      PROVIDE (N) GFCI RECEPTACLE FOR POWER CONNECTION OF DISHWASHER.

14      DISCONNECT AND REMOVE (E) BRANCH CIRCUIT FOR INSTA-HOT WATER HEATER. TURN OF (E) 20A, 2-POLE CIRCUIT BREAKER AND MARK AS 'SPARE'.

DEMOLITION NOTES

A.	ELECTRICAL FACILITIES SHOWN DASHED ARE EXISTING:

1.	 THOSE SHOWN LIGHTWEIGHT (FADED) SHALL REMAIN AND REQUIRE MODIFICATION AS NOTED.

2.	THOSE SHOWN HEAVYWEIGHT (DARK) REQUIRE REMOVAL OR RELOCATION AS NOTED.

B.	EXISTING ELECTRICAL FACILITIES AND CIRCUITING SHOWN ARE BASED ON LIMITED RECORD DRAWINGS AND LIMITED SITE VISITS. THE DRAWINGS MAY NOT ACCURATELY REPRESENT ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND RING OUT EXISTING CIRCUITS TO DETERMINE EXACT ROUTING.

C.	 EXISTING RECEPTACLES AND SWITCHES IN WALLS THAT ARE TO BE DEMOLISHED SHALL BE REMOVED AND WIRING SHALL BE PULLED BACK TO THE SOURCE PANEL.

GENERAL NOTES

A.	 CONDUIT AND CONDUCTORS FOR NEW OUTLETS SHALL BE CONCEALED, U.O.N.

B.	 PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, AND/OR ROOFS SHALL BE SEALED.

C.	 EXISTING ELECTRICAL DEVICES AND COVER PLATES ON WALLS RECEIVING NEW WALL FINISHES SHALL BE REMOVED AND PRESERVED FOR RE-INSTALLATION, OUTLET BOXES SHALL BE EXTENDED TO ACCOMMODATE NEW WALL FINISHES, AND DEVICES AND COVER PLATES SHALL BE CLEANED AND RE-INSTALLED. REFER TO ARCHITECTURAL INTERIOR FINISH SCHEDULE FOR LOCATIONS RECEIVING NEW WALL FINISHES.

D.	ALL 120V, 15A AND 20A RECEPTACLES WITHIN KITCHENS AND RESTROOMS SHALL BE GFCI TYPE RECEPTACLES. IN ALL OTHER SPACES, 120V, 15A AND 20A RECEPTACLES WITHIN 6' OF SINKS OR FAUCETS SHALL BE GFCI TYPE RECEPTACLES.
		
\\tetr-file1\Users\jason.march\Documen

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

7	6	13
2	11
2	+36"      TALL	TALL	+44"	+44" 
EP-A - 21,23
EP-A - 9,11		10 EP-A - 13
EP-A - 19	8
J

EP-A - 15	SV	12

(E) PANEL 'EP-A'

NORTH
			
PLOT DATE:4/28/2023 10:04:09 PM

ELECTRICAL POWER, LIGHTING, AND FIRE ALARMPLAN	1/4" = 1'-0"
	2

R

HVAC
5
TON
SD
5 
'WH-1'
06-30-24
C
No. E 17773
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
ELECTRICAL POWER, LIGHTING, AND FIRE ALARM PLAN
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING E200

@+48"TOTOPOFBOX,U.O.N.
@+48"TOTOPOFBOX,U.O.N.
@+48"TOTOPOFBOX,U.O.N.
+TWO'T'CABLESTOTELEPHONEBACKBOARD.
(OCC.SENSORORWALLSWITCHCONTOLLED)
06-30-24
No. E 17773
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER, INC.
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
1/6" 1/4"     1/2"
1"
2"
3"
0"
PLOT DATE:4/28/2023 10:04:10 PM
\\tetr-file1\Users\jason.march\Documents\12689-E-WELDON ES PORTABLE MODIFICATION_march.jason.rvt

TO EXISTING UTILITY COMPANY

ELECTRICAL SYMBOL LEGEND
DIMENSIONS INDICATED ARE MEASURED TO CENTERLINE OF ENCLOSURE, UNLESS OTHERWISE NOTED NOTE: SOME SYMBOLS SHOWN MAY NOT APPLY TO THIS PROJECT

(E) MAIN SWITCHBOARD 'MSB' - CUTLER HAMMER 1600A, 120/208V, 3ɸ, 4W, 65 kAIC

SYMBOL	DESCRIPTION E.P.         DENOTESEXPLOSIONPROOFCONSTRUCTION
D.T.	DENOTESDUSTTIGHTCONSTRUCTION

SYMBOL	DESCRIPTION
a
SINGLEPOLEACSNAPSWITCH@+48"TOTOP	LOWERCASESUBSCRIPTINDICATES OFBOX,U.O.N.	CONTROLLEDSWITCHLEGOFCIRCUIT

2	TWOPOLEACSNAPSWITCH@+48"TOTOPOFBOX,U.O.N.

M	400/3

1600/3 GFP

O.C.	DENOTESSPACINGDIMENSIONONCENTERLINEOFDEVICE

R.T.	DENOTESRAINTIGHTCONSTRUCTION

U.G.	DENOTESUNDERGROUNDINSTALLATION

V.P.	DENOTESVAPORTIGHTCONSTRUCTION

W.P.	DENOTESWEATHERPROOFCONSTRUCTION

W.T.	DENOTESWATERTIGHTCONSTRUCTION

A.F.F.       DENOTESABOVEFINISHEDFLOOR

A.F.G.       DENOTESABOVEFINISHEDGRADE

F.B.O.      DENOTESFURNISHEDBYOTHERS

3        THREEWAYACSNAPSWITCH@+48"TOTOPOFBOX,U.O.N. 4        FOURWAYACSNAPSWITCH@+48"TOTOPOFBOX,U.O.N.
M	HORSEPOWERRATEDACSNAPSWITCH@+48"TOTOPOFBOXU.O.N.

P	SINGLEPOLEACSNAPSWITCHWITHPILOTLAMP@+48"TOTOPOFBOXU.O.N.

T	DIGITALTIMERSWITCH,FLUSHMOUNTED@+48"TOTOPOFBOXU.O.N. A	SINGLEPOLEACSNAPSWITCH@+48"TOTOPOFBOX,U.O.N.
K	KEYOPERATEDACSNAPSWITCH@+48"TOTOPOFBOXU.O.N.

CS      SYSTEMCONTROLSWITCHPERPLANS,@48"TOTOPOFBOXU.O.N.

WALLSWITCHWITHINTEGRALOCCUPANCYSENSOR@+48"TOTOPOFBOX,U.O.N.

DATE	DESCRIPTION
04/28/23 FOR CONSTRUCTION
U.O.N.      DENOTESUNLESSOTHERWISENOTED	M	OCCUPANCYSENSOR-CEILINGMOUNTED

(E)	DENOTESEXISTINGTOREMAIN,NOWORKU.O.N.	M W     OCCUPANCYSENSOR-WALLMOUNTED@+90"TOTOPOFBOX,U.O.N.

(E) DISTRIBUTION SWITCHBOARD 'DB' - SQUARE D 400A, 120/208V, 3ɸ, 4W, 42 kAIC

1,3	2,4	5,7	6,8	9,11	10,12	13,15	14,16	17	18,20

(N)	DENOTESNEW

1	ELECTRICALKEYNOTES:DENOTESKEYNOTE#1OFNOTESONSAMESHEET

A-3	CIRCUITHOMERUN:DENOTESPANELA,CKT.#3,-3/4"C.MINIMUM,U.O.N.

1	CIRCUITFEEDER:DENOTESFEEDER'F1'PERSYSTEMFEEDERSCHEDULE

CONDUITINATTIC/WALL:DENOTES3/4"C-2#12AWGCUTHWN,1#12CUGND,U.O.N.

CONDUITINFLOOR/U.G.:DENOTES3/4"C-2#12AWGCUTHWN,1#12CUGND,U.O.N.

P	LIGHTINGCONTROLSYSTEMDIMMING/POWERPACKMOUNTEDINATTIC

RP	LIGHTINGCONTROLSYSTEMPLUGLOADRELAYPACKMOUNTEDINATTIC C1	LIGHTINGCONTROLSYSTEM2-BUTTONDIMMINGWALLSWITCH
C4	LIGHTINGCONTROLSYSTEM4-BUTTONDIMMINGWALLSWITCH

C1 L      LIGHTINGCONTROLSYSTEMDIMMINGWALLSWITCHWITHLOCKINGCOVER

DS	LIGHTINGCONTROLSYSTEMDAYLIGHTSENSOR-CEILINGMOUNTED

400/3 CODES, RULES & REGULATIONS
ALL WORK SHOWN HEREIN SHALL COMPLY WITH THE CURRENT REGULATIONS OF THE CALIFORNIA STATE FIRE MARSHAL, CALIFORNIA BUILDING CODE, TITLES 8 AND 19 THROUGH 24, SERVING UTILITY RULES AND ALL OTHER APPLICABLE STATE ORDINANCES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE INTERPRETED AS TO PERMIT ANY WORK NOT IN CONFORMANCE WITH THESE CODES, RULES AND REGULATIONS. WHERE WORK OF A GREATER DEGREE IS INDICATED IN THESE PLANS OR SPECIFICATIONS, THAT REQUIREMENT SHALL GOVERN SUCH WORK.

100/2

(E) PORTABLE
PANEL

100/2

(E) PORTABLE
PANEL

100/2

(E) PORTABLE
PANEL

100/2

(E) PORTABLE
PANEL

100/2

(E) PORTABLE
PANEL

100/2	100/2

SPARE	       (E) PORTABLE

PANEL 'A'

100/2	20/1

(E)	STAGE GFI PORTABLE

PANEL 'A'

150/2

(E) PORTABLE
PANEL 'EP-A'

DENOTESEXISTINGCONDUITRUNTOREMAIN

CONDUITRUN-STUBBED,CAPPEDANDLABELED.

CONDUITRUN:DENOTES3/4"C-3#12AWGCUTHWN+1#12CUGND,U.O.N.

CONDUITRUN:DENOTES3/4"C-4#12AWGCUTHWN+1#12CUGND,U.O.N.

CONDUITRUN:DENOTES3/4"C-5#12AWGCUTHWN+1#12CUGND,U.O.N.

CONDUITRUN:DENOTES1"C-6#12AWGCUTHWN+1#12CUGND,U.O.N.

SEPARATEPOWERANDDATAFLOORBOXES

FLUSHFLOORBOXWITHDEVICE(S)INSTALLEDPERPLANS,U.O.N.

TAMPER-RESISTANTSINGLERECEPTACLEINWALL @+18",U.O.N.

TAMPER-RESISTANTDUPLEXRECEPTACLEINWALL @+18",U.O.N.

TAMPER-RESISTANTDUPLEXGFIRECEPTACLE,INWALL@18",U.O.N.

nB	LIGHTINGCONTROLSYSTEMNETWORKBRIDGE

nG	LIGHTINGCONTROLSYSTEMNETWORKGATEWAY	R

AD	LIGHTINGCONTROLSYSTEMAUTOMATEDDEMANDRESPONSEMODULE

TC	LIGHTINGCONTROLSYSTEMTIMECLOCK

C
PC	PHOTOCELLCONTROLMOUNTEDONROOF

(2)	T	LOW VOLTAGECONTROLTRANSFORMER

(2)

ELECTRICALPANELBOARDPERPLANS,FLUSHMOUNTEDINWALL	(4)

ELECTRICALPANELBOARDPERPLANS,SURFACEMOUNTEDONWALL

TERMINALCABINETPERPLANS,FLUSHMOUNTEDINWALL	(5)

GENERAL NOTES (TYPICAL)

1.	 REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR THE EXACT LOCATION OF ALL CEILING MOUNTED ELECTRICAL EQUIPMENT.

2.	 REFER TO THE MECHANICAL AND PLUMBING PLANS FOR THE EXACT LOCATION OF ALL MECHANICAL, HVAC AND PLUMBING EQUIPMENT.

3.	 COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES WHOSE WORK WILL IMPACT PLACEMENT OR CONNECTION OF ELECTRICALLY POWERED EQUIPMENT REGARDLESS OF RESPONSIBILITY FOR SUPPLYING EQUIPMENT.

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, MOVEABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING FLEXIBLE CABLE.

3.	 TEMPORARY, MOVABLE OR MOBILE EQUIPMENT 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 THE 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, AND 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., 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.

ELECTRICAL DISTRIBUTION SYSTEMS:

SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM#) #OPM-0052-13, "SEISMIC BRACING AND SUPPORT SYSTEMS"

GENERAL NOTES	N.T.S.     20

PANEL SCHEDULE

PANEL:	'DB'
400 AMP BUS	MAIN:	400A CB	LOCATION:	OUTSIDE
EXISTING	120/208V, 3 PH, 4 W	TRIP:	THERMAL-MAGNETIC	MOUNTING:	EXISTING
PANELBOARD	100% RATED NEUTRAL	ENCLOSURE:	NEMA 3R
	
CIRCUIT
	BREAKER
	
SERVES
	VOLT-AMPERES
	
SERVES
	BREAKER
	CIRCUIT
	
CKT
NO.
	PNL
SPACE
	AMP
	POLE
		LOAD
	A
	B
	C
	LOAD
		AMP
	POLE
	PNL
SPACE
	CKT
NO.
	
1
	1
	
100
	
2
	
(E) PORTABLE P-31
	6400
	12800
			6400
	
(E) PORTABLE P-28
	
100
	
2
	2
	2
	
3
	3
				6400
		12800
		6400
				4
	4
	
5
	5
	
100
	
2
	
(E) PORTABLE P-30
	6400
			12800
	6400
	
(E) PORTABLE P-29
	
100
	
2
	6
	6
	
7
	7
				6400
	12800
			6400
				8
	8
	
9
	9
	
100
	
2
	
(E) PORTABLE
	6400
		23200
		16800
	
(E) PORTABLE
	
150
	
2
	10
	10
	
11
	11
				6400
			24129
	17729
				12
	12
	
13
	13
	
100
	
2
	
(E) PORTABLE P-35 (MUSIC RM)
	6400
	12800
			6400
	
(E) PORTABLE D-5 (NORTH)
	
100
	
2
	14
	14
	
15
	15
				6400
		12800
		6400
				16
	16
	
17
	17
	20
	1
	STAGE GFI
	180
			180
	0
	SPACE
			18
	18
	
19
	19
			SPACE
	0
	0
			0
	SPACE
			20
	20
	
21
	21
			SPACE
	0
		0
		0
	SPACE
			22
	22
	
23
	23
			SPACE
	0
			0
	0
	SPACE
			24
	24
	
25
	25
			SPACE
	0
	0
			0
	SPACE
			26
	26
	
27
	27
			SPACE
	0
		0
		0
	SPACE
			28
	28
	
29
	29
			SPACE
	0
			0
	0
	SPACE
			30
	30
	
31
	31
			SPACE
	0
	0
			0
	SPACE
			32
	32
	
33
	33
			SPACE
	0
		0
		0
	SPACE
			34
	34
	
35
	35
			SPACE
	0
			0
	0
	SPACE
			36
	36
	
37
	37
			SPACE
	0
	0
			0
	SPACE
			38
	38
	
39
	39
			SPACE
	0
		0
		0
	SPACE
			40
	40
	
41
	41
			SPACE
	0
			0
	0
	SPACE
			42
	42
	
	TOTAL CONNECTED LOAD (VA) :
	38400
	48800
	37109

TOTAL CALCULATED LOAD FOR PANEL:
116050 VA
		
	RECEPTACLE LOAD REDUCTION FACTOR:
	-2753
	-2753
	-2753
			
	TOTAL CALCULATED LOAD (VA) :
	35647
	46047
	34356
			
	TOTAL CALCULATED LOAD (AMPS) :
	297.1
	383.7
	286.3

PANEL:	'EP-A'
225 AMP BUS	MAIN:	150A CB	LOCATION:	CLASROOM
EXISTING	120/208V, 1 PH, 3 W	TRIP:	THERMAL-MAGNETIC	MOUNTING:	RECESSED EXISTING
PANELBOARD	100% RATED NEUTRAL	ENCLOSURE:         NEMA 1
	
CIRCUIT
	BREAKER
	
SERVES
	VOLT-AMPERES
	
SERVES
	BREAKER
	CIRCUIT
	
CKT
NO.
	PNL
SPACE
	AMP
	POLE
		LOAD
	A
	B
	LOAD
		AMP
	POLE
	PNL
SPACE
	CKT
NO.
	
1
	1
	
60
	
2
	
5 TON HVAC
	7680
	8760
		1080
	RECEPTACLE
	20
	1
	2
	2
	
3
	3
				7680
		8760
	1080
	RECEPTACLE
	20
	1
	4
	4
	
5
	5
	
20
	
2
	
SPARE
	0
	180
		180
	WP GFCI RECEPTACLE
	20
	1
	6
	6
	
7
	7
				0
		360
	360
	GFCI RECEPTACLE
	20
	1
	8
	8
	
9
	9
	
30
	
2
	
(N) DRYER
	2800
	2862
		62
	EXTERIOR LIGHTING
	20
	1
	10
	10
	
11
	11
				2800
		2944
	144
	EXHAUST FAN
	20
	1
	12
	12
	
13
	13
	20
	1
	(N) RECEPTACLE - DISH WASHER
	180
	686
		506
	INTERIOR LIGHT
	20
	1
	14
	14
	
15
	15
	20
	1
	(N) RECEPTACLE - REFRIGERATOR
	180
		272
	92
	INTERIOR LIGHT
	20
	1
	16
	16
	
17
	17
			SPACE
		0
		0
	SPACE
			18
	18
	
19
	19
	20
	1
	(N) RECEPTACLE - WASHER
	1200
		1200
	0
	SPACE
			20
	20
	
21
	21
	
35
	
2
	
(N) HOT WATER HEATER 'WH-1'
	2250
	2250
		0
	SPACE
			22
	22
	
23
	23
				2250
		2250
	0
	SPACE
			24
	24
	
25
	25
			SPACE
	0
	0
		0
	SPACE
			26
	26
	
27
	27
			SPACE
	0
		0
	0
	SPACE
			28
	28
	
29
	29
			SPACE
	0
	0
		0
	SPACE
			30
	30
	
31
	31
			SPACE
	0
		0
	0
	SPACE
			32
	32
	
33
	33
			SPACE
	0
	0
		0
	SPACE
			34
	34
	
35
	35
			SPACE
	0
		0
	0
	SPACE
			36
	36
	
37
	37
			SPACE
	0
	0
		0
	SPACE
			38
	38
	
39
	39
			SPACE
	0
		0
	0
	SPACE
			40
	40
	
41
	41
			SPACE
	0
	0
		0
	SPACE
			42
	42
	
	TOTAL CONNECTED LOAD (VA) :
	14738
	15786

TOTAL CALCULATED LOAD FOR PANEL:
34529 VA
		
	25% LCL/LML (VA) :
	2062
	1943
			
	TOTAL CALCULATED LOAD (VA) :
	16800
	17729
			
	TOTAL CALCULATED LOAD (AMPS) :
	140.0
	147.7

PANEL SCHEDULE

10

N.T.S.     12

TAMPER-RESISTANTSWITCHEDGFCIRECEPTACLEINWALL@+18"A.F.F.U.O.N.	TERMINALCABINETPERPLANS,SURFACEMOUNTEDONWALL

@+18",U.O.N.
WP TAMPER-RESISTANTWEATHERRESISTANT(W/R)DUPLEXGFCIRECEPTACLEW/W.P.COVER	CONTROLPANELPERPLANS,FLUSHMOUNTEDINWALL	(5) TAMPER-RESISTANTDUPLEXISOLATEDGROUNDRECEPTACLEINWALL@+18",U.O.N. (7)	CONTROLPANELPERPLANS,SURFACEMOUNTEDONWALL

TAMPER-RESISTANTQUADRUPLEXRECEPTACLEINWALL@+18",U.O.N.	LIGHTINGCONTROLPANELPERPLANS,FLUSHMOUNTEDINWALL	(5)

SPECIALPURPOSEELECTRICALOUTLETPERPLANINWALL@18"U.O.N.	LIGHTINGCONTROLPANELPERPLANS,SURFACEMOUNTEDONWALL

DUPLEXRECEPTACLEFLUSHINCEILING	FIREALARMPANELPERPLANS,FLUSHMOUNTEDINWALL	(5)

FIREALARMPANELPERPLANS,SURFACEMOUNTEDONWALL
TAMPER-RESISTANTQUADRUPLEXRECEPTACLEINWALL@+18"A.F.F.,U.O.N.ONE UNSWITCHEDRECEPTACLEANDONESWITCHED(OCC.SENSORCONTROLLED)RECEPTACLE

J	JUNCTIONBOX

J	JUNCTIONBOXWITHFLEXIBLECONDUITCONNECTIONTOEQUIPMENT	S	EXTERIORSPEAKER,ELEVATIONASNOTED NON-FUSIBLEDISCONNECTSWITCH                                                                                    S	SPEAKERINCEILING,U.O.N.

FUSIBLEDISCONNECTSWITCH	S	SPEAKER/CLOCKINCOMMONBACKBOXPERPLAN@12"BELOW CEILING,U.O.N.

FUSIBLEDISCONNECTSWITCHWITHINTEGRALMAGNETICSTARTER	WALLCLOCKPERPLAN@12"BELOW CEILING,U.O.N.

ELECTRICMOTOR	 S	SPEAKERONWALL@12"BELOW CEILING,U.O.N.

EXHAUSTFANORFRACTIONALHORSEPOWERMOTOR

SURFACEMOUNTEDRACEWAY,MOUNT@+18"A.F.F.U.ON.	MD	INTRUSIONALARMSYSTEMMOTIONDETECTOR	(3)

RECESSEDLEDLIGHTINGFIXTURE	DC	INTRUSIONALARMSYSTEMMAGNETICDOORCONTACT	(3)

RECESSEDLEDLIGHTINGFIXTUREWITHEMERGENCYBATTERYBACKUP	WC	INTRUSIONALARMSYSTEMMAGNETICWINDOW CONTACT	(3)

SURFACEMOUNTEDLEDLIGHTINGFIXTURE	GB	INTRUSIONALARMSYSTEMGLASSBREAKDETECTOR	(3)

SURFACEMOUNTEDLEDLIGHTINGFIXTUREWITHEMERGENCYBATTERYBACKUP	KP	INTRUSIONALARMSYSTEMKEYPAD	(3)

SURFACEMOUNTEDLEDSTRIPLIGHT	CR	INTRUSIONALARMSYSTEMCARDREADER	(3)

SURFACEMOUNTEDLEDSTRIPLIGHTWITHEMERGENCYBATTERYBACKUP	FR	INTRUSIONALARMSYSTEMFOBREADER	(3)

POSTTOPMOUNTEDLIGHTINGFIXTURE	C	SECURITYCAMERAROUGH-INLOCATIONPERPLAN	(3)

WALLMOUNTEDLIGHTINGFIXTURE

WALLMOUNTEDLIGHTINGFIXTUREWITHEMERGENCYBATTERYBACKUP	SD	FIREALARMSMOKEDETECTORONCEILING,U.O.N.

CEILINGMOUNTEDLIGHTINGFIXTURE	SM	FIREALARMSYNCMODULE

CEILINGMOUNTEDLIGHTINGFIXTUREWITHEMERGENCYBATTERYBACKUP	HD	FIREALARMHEATDETECTORONCEILING,U.O.N.

RECESSEDLIGHTINGFIXTURE	DD	FIREALARMDUCTDETECTORINHVACDUCT

RECESSEDFIXTUREWITHEMERGENCYBATTERYBACKUP	WF	FIREALARMWATERFLOW DETECTIONSWITCH

SURFACEMOUNTEDROUNDLIGHTINGFIXTURE	WT	FIREALARMADDRESSABLEWATERFLOW /TAMPERSWITCHMODULE

SURFACEMOUNTEDROUNDLIGHTINGFIXTUREWITHEMERGENCYBATTERYBACKUP	TS	FIREALARMTAMPERSWITCH

ILLUMINATEDEXITSIGNMOUNTEDONCEILING	CC	FIREALARMADDRESSABLEINPUT/OUTPUTMODULE

ILLUMINATEDEXITSIGNMOUNTEDONWALL	CR	FIREALARMADDRESSABLECONTROLRELAYMODULE

LOW LEVELPHOTOLUMINESCENTEXITSIGNMOUNTEDONWALL	DR	FIREALARMDOORRELEASE

POLEMOUNTEDEXTERIORLIGHTINGFIXTURE	AM	FIREALARMINDIVIDUALADDRESSABLEMODULE

F	FIREALARMMANUALPULLSTATION@ +48"TOTOPOFBOX,U.O.N.

2/2	COMBINATIONVOICEANDDATAOUTLETINWALL,WITHTWO'D'CABLESTOIDF	(1) (6)	V	FIREALARMVISUALALARMUNIT@+80"MINIMUM,U.O.N.

INTERIORFIREALARMHORN@+10'-0",U.O.N.
X
(1) (6)
H
DATAOUTLETINWALL@+18",U.O.N.,WITH'D'CABLESTOIDFORMDF (SUBSCRIPTINDICATESQUANTITYOFCABLESANDSTATIONSIDEJACKS)

TV	TELEVISIONOUTLETINWALL@+18",U.O.N.	(1)	H	EXTERIORFIREALARMHORN

M	MICROPHONEOUTLETINWALL@+18",U.O.N.	(1)	AV	FIREALARMHORN/STROBEALARMUNIT@+80"MINIMUM,U.O.N.

S	SPEAKEROUTLETINWALL@+18",U.O.N.	(1)	SV	VOICEEVACUATIONSPEAKER/STROBEALARMUNIT@+80"MINIMUM,U.O.N.

IC	INTERCOMMUNICATIONSHANDSETONWALL@+48"TOTOPOFBOXU.O.N.	S	EXTERIORVOICEEVACUATIONSPEAKER

WAP	WIRELESSACCESSPOINTLOCATION,PROVIDETWOTYPE'D'CABLESTOIDFORMDF	FIREALARMCIRCUITENDOFLINERESISTOR

ELECTRICAL SYMBOLS NOTES:

(1)      RUN 1"C CONCEALED IN WALL AND STUB INTO ACCESSIBLE ATTIC SPACE	(5)      IN ADDITION TO CONDUITS SHOWN ON PLANS, STUB ONE 1"C AND TWO ABOVE NEAREST T-BAR CEILING, U.O.N.                                                                          3/4"C (SPARE) INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR
CEILING U.O.N.. REQUIREMENT APPLIES TO EACH SIGNAL SYSTEM T.C. (2)      RUN 1"C TO NEAREST WALL, THEN RISE CONCEALED IN WALL AND STUB	INDICATED FLUSH MOUNTED ON SIGNAL PLAN.
INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING, U.O.N.
FOR SINGLE SYSTEMS INDIVIDUAL FLOORBOXES. WHERE MULTIPLE	(6)      4S BACKBOX WITH SINGLE GANG TRIM AND COVERPLATE. SYSTEMS OCCUR WITHIN A COMMON FLOOR BOX, RUN TWO 1"C PER
ABOVE.                                                                                                                       (7)      ORANGE DEVICE (ISOLATED GROUND DUPLEX RECEPT. ONLY) WITH ENGRAVED WORDING ON COVER PLATE ABOVE ISOLATED GROUND
(3)      SYSTEM IS ROUGH IN ONLY, PROVIDE BACKBOX, BLANK COVERPLATE AND	RECEPT.: "COMPUTER ONLY". CONDUIT STUB PER DETAIL PLANS.

(4)      IN ADDITION TO CONDUITS SHOWN ON PLANS, STUB ONE 1 1/4"C, ONE 1"C, AND TWO 3/4"C (SPARE) INTO ACCESSIBLE ATTIC SPACE ABOVE NEAREST T-BAR CEILING, U.O.N. THIS REQUIREMENT APPLIES TO EACH POWER AND LIGHTING PANEL INDICATED FLUSH MOUNTED ON POWER PLAN.

SYMBOL LEGEND AND NOTES	N.T.S.	4

FRESNO HEADQUARTERS
TETER
I	I	I
DRAWINGTITLE
ELECTRICAL SCHEDULES, LEGENDS, AND NOTES
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING

E800

1/6" 1/4"     1/2"
1"
2"
3"
0"

nts\12689-E-WELDON ES PORTABLE MODIFICATION_march.jason.rvt
		LIGHTING SPECIFICATIONS
	ELECTRICAL SPECIFICATION

1.	 THE CONTRACTOR SHALL PROVIDE, INSTALL, CONNECT, COMMISSION, TEST AND PLACE INTO OPERATION A COMPLETE LIGHTING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA ENERGY CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6, AND AS HEREIN SPECIFIED.

2.	BASIS OF DESIGN FOR LIGHTING AND LIGHTING CONTROL SYSTEMS: INDOOR LIGHTING SYSTEMS ARE PRIMARILY BASED ON THE USE OF DIMMABLE LED FIXTURES AS SPECIFIED HEREIN. LIGHTING CONTROL SYSTEMS ARE PRIMARILY BASED ON THE USE OF A DISTRIBUTED DIGITAL LIGHTING MANAGEMENT SYSTEM FOR CONTROL OF INDOOR LIGHTING SYSTEMS AND ASTRONOMIC TIME CLOCK CONTROLS FOR OUTDOOR LIGHTING SYSTEMS AND SIGN LIGHTING.

3.	 PROVIDE LIGHTING FIXTURES AND CONTROL EQUIPMENT OF SIZES, TYPES AND RATINGS AS INDICATED BY DRAWINGS AND SCHEDULES, INCLUDING, BUT NOT LIMITED TO, HOUSING, LIGHT EMITTING DIODE (LED) MODULES, LED DRIVERS, REFLECTORS, DIFFUSERS, EMERGENCY LIGHTING UNITS, STARTERS, WIRING, ACCESSORIES, POLES AND MOUNTING HARDWARE, DIGITAL LIGHTING MANAGEMENT SYSTEM DIMMING EQUIPMENT, OCCUPANCY SENSORS, DAYLIGHT SENSORS (PHOTOSENSORS), ASTRONOMIC TIME CLOCKS AND MULTI-POLE LIGHTING RELAYS AND CONTACTORS AND WIRING

4.	ACCEPTANCE TESTING AND COMMISSIONING

A.	 THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A CALIFORNIA STATE CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (CLCATT) TO ACT AS THE ACCEPTANCE TESTING AGENT AND VERIFY THE INSTALLATION OF THE LIGHTING CONTROL SYSTEMS.

B.	PROVIDE THE SERVICES OF A MANUFACTURER'S FACTORY TECHNICIAN TIME TO ASSIST THE CLCATT REVIEW THE FUNCTIONALITY AND SETTINGS OF THE LIGHTING CONTROL HARDWARE PER THE REQUIREMENTS IN THE CALIFORNIA STATE FORMS.

C.	THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A COMMISSIONING AGENT TO PROVIDE COMMISSIONING OF THE INDOOR AND OUTDOOR LIGHTING SYSTEMS. THE FOLLOWING COMMISSION TASKS SHALL BE COMPLETED IN ACCORDANCE WITH 2022 CALIFORNIA ENERGY CODE, SECTION 120.8 BUILDING COMMISSIONING:

5.	TITLE 24 - PART 6 DOCUMENTATION OF INSTALLATION AND ACCEPTANCE FOR INDOOR AND OUTDOOR LIGHTING

A.	 THE CONTRACTOR SHALL PREPARE AND SUBMIT THE FOLLOWING CERTIFICATES OF INSTALLATION:

INDOOR LIGHTING:
a.	 CERTIFICATE OF INSTALLATION - VALIDATION OF CERTIFICATE OF COMPLIANCE (NRCI-LTI-01-E)
b.	CERTIFICATE OF INSTALLATION - ENERGY MANAGEMENT CONTROL SYSTEM OR LIGHTING CONTROL SYSTEM (NRCI-LTI-02-E)
c.	CERTIFICATE OF INSTALLATION - LINE-VOLTAGE TRACK LIGHTING (NRCI-LTI-03-E)
d.	 CERTIFICATE OF INSTALLATION - TWO INTERLOCKED LIGHTING SYSTEMS (NRCI-LTI-04-E)
e.	CERTIFICATE OF INSTALLATION - POWER ADJUSTMENT FACTORS (NRCI-LTI-05-E)
f.	CERTIFICATE OF INSTALLATION - ADDITIONAL VIDEOCONFERENCE STUDIO LIGHTING (NRCI-LTI-06-E)

OUTDOOR LIGHTING:
a.	CERTIFICATE OF INSTALLATION - OUTDOOR LIGHTING (NRCI-LTO-01-E)
b.	 CERTIFICATE OF INSTALLATION - EMCS - LIGHTING CONTROL SYSTEM (NRCI-LTO-02-E)

SIGN LIGHTING:
a.	CERTIFICATE OF INSTALLATION - SIGN LIGHTING (NRCI-LTS-01-E)

B.	THE CERTIFIED LIGHTING COMPLIANCE ACCEPTANCE TEST TECHNICIAN SHALL PREPARE AND SUBMIT THE FOLLOWING CERTIFICATES OF ACCEPTANCE:

INDOOR LIGHTING:
a.	 CERTIFICATE OF ACCEPTANCE - LIGHTING CONTROLS (NRCA-LTI-02-A)
b.	CERTIFICATE OF ACCEPTANCE - AUTOMATIC DAYLIGHTING (NRCA-LTI-03-A)
c.	 CERTIFICATE OF ACCEPTANCE - DEMAND RESPONSIVE LIGHTING CONTROLS (NRCA-LTI-04-A)

OUTDOOR LIGHTING:
a.	CERTIFICATE OF ACCEPTANCE - OUTDOOR MOTION SENSOR AND LIGHTING SHUT-OFF CONTROLS (NRCA-LTO-02-A)

C.	THE CONTRACTOR SHALL PROPERLY CALIBRATE ALL LIGHTING CONTROL DEVICES AND SYSTEMS. TO VERIFY THAT THE LIGHTING CONTROL DEVICES AND SYSTEMS HAVE BEEN PROPERLY CALIBRATED THE CONTRACTOR SHALL CONDUCT THE FOLLOWING TESTS AS OUTLINED IN CHAPTER 13 OF THE 2022 CALIFORNIA ENERGY COMMISSION NONRESIDENTIAL COMPLIANCE MANUAL, ARTICLE 13.87 TEST PROCEDURES FOR INDOOR & OUTDOOR LIGHTING, AND MAKE MODIFICATIONS TO THE CONTROL UNTIL IT PASSES THE TEST:

INDOOR LIGHTING:
a.	13.88 NA7.6.1 AUTOMATIC DAYLIGHTING CONTROL ACCEPTANCE b.	13.89 NA7.6.2.4 AND NA7.6.2.5 AUTOMATIC TIME SWITCH
ACCEPTANCE
c.	13.90 NA7.6.2.2 AND 7.6.2.3 OCCUPANT SENSOR ACCEPTANCE d.	13.91 NA 7.6.3 DEMAND RESPONSIVE CONTROLS ACCEPTANCE

OUTDOOR LIGHTING
a.	13.92 (NA7.8) OUTDOOR LIGHTING SHUT-OFF CONTROLS
	
1.	ALL ELECTRICAL WORK SHOWN HEREIN SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE CURRENT REGULATIONS OF THE CALIFORNIA STATE FIRE MARSHAL, TITLES 8 AND 19 THROUGH 24 OF THE CALIFORNIA BUILDING CODE, THE CURRENT SERVING UTILITY RULES AND ALL OTHER APPLICABLE STATE AND LOCAL CODES, SAFETY ORDERS, LAWS AND ORDINANCES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE INTERPRETED AS TO PERMIT ANY WORK NOT IN CONFORMANCE WITH THESE REGULATIONS, CODES AND RULES. WHERE WORK IS DETAILED AND/OR SPECIFIED TO A MORE RESTRICTIVE STANDARD OR HIGHER REQUIREMENT, THAT STANDARD OR REQUIREMENT SHALL GOVERN SUCH WORK.

2.	ALL ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES INC., SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY. ALL MATERIAL FOR SIMILAR USES SHALL BE OF THE SAME TYPE, MATERIAL AND MANUFACTURER FOR EASE OF FUTURE MAINTENANCE.

3.	 CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPORTATION, AND PERFORM ALL OPERATIONS NECESSARY TO OR INCIDENTAL TO PROPER EXECUTION AND COMPLETION OF ALL "ELECTRICAL WORK" CALLED FOR BY NOTES, SCHEDULES OR OTHERWISE INDICATED ON THESE DRAWINGS, WHETHER OR NOT SPECIFICALLY MENTIONED. MATERIALS AND EQUIPMENT PROVIDED BY OWNER WILL BE AS SPECIFICALLY NOTED.

4.	CONTRACTOR SHALL PROVIDE COMPLETE AND OPERABLE SYSTEMS OF ELECTRICAL POWER, LIGHTING, AND SIGNAL AND COMMUNICATION, AND CONNECTIONS TO ALL MECHANICAL EQUIPMENT AND CONTROLS AS INDICATED OR REQUIRED. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS TO ACHIEVE INDICATED RESULTS EVEN THOUGH ALL DETAILS ARE NOT SHOWN.

5.	ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC IN THAT ALL PROVISIONS NECESSARY TO CONFORM TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING SYSTEMS CANNOT BE SHOWN. WHILE THE SIZE AND LOCATION OF EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE, ALL DIMENSIONS AND CONDUIT/CONDUCTOR DATA SHALL BE VERIFIED IN THE FIELD. ALL INSTALLATIONS SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO OR AVOID OBSTRUCTIONS, WITHOUT ADDITIONAL COST TO THE OWNER.

6.	ELECTRICAL CONTRACTOR SHALL PERFORM ALL CUTTING AND DRILLING OF WALLS, CEILINGS, FLOORS OR OTHER STRUCTURES NECESSARY TO FACILITATE INSTALLATION OF EQUIPMENT SPECIFIED IN THESE DRAWINGS. WHERE PATCHING OF WORK IS REQUIRED, CONTRACTOR SHALL MATCH SURROUNDING MATERIAL, FINISH AND WORKMANSHIP.

7.	CONTRACTOR SHOULD VISIT THE SITE AND BECOME ACQUAINTED WITH CONDITIONS TO BE ENCOUNTERED. FUTURE FUNDS WILL NOT BE ALLOWED DUE TO FAILURE OF CONTRACTOR TO EXAMINE SITE AND TO INCLUDE EXISTING CONDITIONS IN BID.

8.	ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLES 250. ALL CONDUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR. THE GROUNDING CONDUCTOR SHALL BE BONDED TO THE METAL FRAMES OF THE FIXED ELECTRICAL EQUIPMENT.

9.	 CONDUIT ROUTING SUGGESTED ONLY. ALL INTERIOR BUILDING CONDUIT SHALL BE MINIMUM 3/4" EMT CONFORMING TO ANSI STANDARD C80.3, UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT MAY BE USED ONLY FOR MAKING FINAL CONNECTIONS TO LIGHT FIXTURES AND EQUIPMENT. ALL EMPTY CONDUITS SHALL BE CAPPED, LABELED AND EQUIPPED WITH A 3/16" POLYPROPYLENE PULL LINE.

10.	 CONDUCTOR SHALL BE STRANDED COPPER TYPE THHN OR THWN, MINIMUM #12 AWG, UNLESS OTHERWISE NOTED.

11.	 DEVICE PLATES ARE REQUIRED FOR ALL WIRING DEVICES, SWITCHES, OUTLETS, AND SIMILAR APPLICATIONS. SWITCHES SHALL BE IVORY IN COLOR, RATED AT 20 AMPS AND MOUNTED AT 48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. MOUNT ALL RECEPTACLES MIN. 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.

12.	ALL RECEPTACLES SHALL BE GROUNDED DUPLEX TYPE. RECEPTACLES IN CODE REQUIRED AREAS SHALL ADDITIONALLY BE GFCI TYPE.

13.	 GENERAL CONTRACTOR SHALL PAY ALL FEES FOR AND SECURE ALL NECESSARY PERMITS.

14.	 CONTRACTOR SHALL DELIVER TO THE OWNER A WRITTEN GUARANTEE ON ALL WORKMANSHIP, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ANY WORK FOUND TO BE FAULTY DURING THAT PERIOD OF TIME SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. THIS SHALL INCLUDE REPAIR OR REPLACEMENT OF THE PREMISES THAT MAY BE DAMAGED AS A RESULT OF FAULTY WORK AND MATERIALS FURNISHED.

15.          CONTRACTOR SHALL PROVIDE OWNER WITH ONE COMPLETE SET OF ELECTRICAL 'AS BUILT' DRAWINGS AT THE COMPLETION OF THE JOB.

16.	 CONTRACTOR SHALL TURN OVER TO OWNER ALL SHOP DRAWINGS, BROCHURES, CATALOGS, OPERATING MANUALS, TEST DATA AND CERTIFICATES OF COMPLETION AT JOB COMPLETION.

17.	 EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, IN COMPLIANCE WITH THE DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH (OSHA).

18.	ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH ALL FITTINGS, LENSES, ACCESSORIES AND LAMPS, SEE NOTES AND DETAILS ON LIGHTING SHEETS AND FIXTURE SCHEDULES. REQUESTS FOR ENGINEER'S APPROVAL OF SUBSTITUTIONS SHALL INCLUDE CATALOG CUTS OF SPECIFIED ITEMS AND SUBSTITUTIONS FOR COMPARISON.

19.	 NEMA 3R ENCLOSURES SHALL BE USED ON ALL EQUIPMENT INSTALLED OUTDOORS.

20.	ALL MATERIALS, FIXTURES AND EQUIPMENT SHALL BE COVERED OR SEALED UPON INSTALLATION AS TO PROVIDE FOR SAFETY AND TO ENSURE THAT OPERATION AND APPEARANCE WILL BE MAINTAINED AFTER SUBSEQUENT CONSTRUCTION OPERATIONS. UPON COMPLETION OF WORK AND PRIOR TO FINAL INSPECTION, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED FIXTURES, TRIM AND EQUIPMENT, AND SHALL LEAVE THE ENTIRE INSTALLATION IN NEAT, CLEAN AND USEABLE CONDITION. CONTRACTOR SHALL REMOVE ALL CEMENT, PAINT, GREASE, OIL AND OTHER FOREIGN MATERIAL.

21.	 CONTRACTOR SHALL TEST ALL WIRING FOR SHORTS, OPENS OR OTHER DEFECTS AND CORRECT ANY DEFECTS FOUND. CONTRACTOR SHALL DEMONSTRATE CONTINUOUS SATISFACTORY OPERATION OF ALL ELECTRICAL EQUIPMENT. THE OWNER RESERVES THE RIGHT TO OPERATE ANY SYSTEM OR EQUIPMENT PRIOR TO FINAL COMPLETION AND ACCEPTANCE OF THE WORK. SUCH PRELIMINARY OPERATION SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY WORK. EACH PIECE OF EQUIPMENT AND ALL OF THE SYSTEMS SHALL BE ADJUSTED TO INSURE PROPER FUNCTIONING AND SHALL BE LEFT IN FIRST CLASS OPERATING CONDITION.
		
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PLOT DATE:4/28/2023 10:04:10 PM
					
		ELECTRICAL SPECIFICATIONS	

DATE	DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
04/28/23 FOR CONSTRUCTION
R

06-30-24
C
No. E 17773
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER
I	I	I
TETER, INC.
DRAWINGTITLE
ELECTRICAL SPECIFICATIONS
MODULAR MODIFICATION
WELDON ELEMENTARY
150 DEWITT AVE.
CLOVIS, CA
PROJECTNO.

23-12689

DRAWING

E900