glendale middle school science lab remodell 261112-0301 valerie w. nagasawa january 15th, 2020...

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324 S State St Ste 400 Salt Lake City Utah 84111 PHONE (801) 328-5151 ELECTRICAL ENGINEERING: SPECTRUM ENGINEERS 244 W. 300 N . Ste 200 Salt Lake City, Utah 84103 PHONE (801) 322-2400 MECHANICAL ENGINEERING: COLVIN ENGINEER 375 WEST 200 SOUTH SALT LAKE CITY, UT 84101 801.521.8600 801.521.7913 P F www.gsbsarchitects.com OWNER PROJECT NO.: GSBS PROJECT NO.: ISSUED DATE: GRAPHIC SYMBOLS ABBREVIATIONS MATERIALS/LEGEND VICINITY MAP DRAWING INDEX GRID GRID W1 100A ELEVATION CONTROL POINT ROOM NUMBER SHEET WHERE ELEVATION IS DRAWN ELEVATION IDENTIFICATION EXTERIOR ELEVATION SYMBOL SHEET WHERE SECTION IS DRAWN SECTION REFERENCE/ WALL SECTION SYMBOL BUILDING SECTION SYMBOL SECTION REFERENCE/ SHEET WHERE SECTION IS DRAWN DETAIL SYMBOL DETAIL NUMBER/ SHEET WHERE DETAIL IS DRAWN WINDOW OR STOREFRONT NUMBER DOOR NUMBER OR DATUM POINT REVISION TAG GRID LINES 101 NAME # SHEET 1 SHEET # SHEET # SHEET # SHEET # SCALE VIEW NAME VIEW NUMBER/ SHEET WHERE VIEW IS LOCATED VIEW NAME/ VIEW SCALE VIEW TITLE ROOM NAME SHEET WHERE ELEVATION IS DRAWN ELEVATION IDENTIFICATION INTERIOR ELEVATION SYMBOL # SHEET ROOM TAG WINDOW TAG DOOR TAG BLOCKING, ROUGH WOOD METAL (LARGE SCALE) QUARRY/CERAMIC TILE GRAVEL EARTH CONCRETE MASONRY UNIT CONCRETE (POURED IN PLACE) GYPSUM BOARD OR SETTING BEDS INSULATION (BATT & BLANKET) INSULATION (RIGID/SEMI - RIGID) CONTINUOUS ROUGH WOOD PLYWOOD FACE BRICK WOOD COMPACTED FILL FIREPROOFING 3D PERSPECTIVE H A T U F O E T A T S T C E T I H C R A D E S N E C I L 261112-0301 VALERIE W. NAGASAWA JANUARY 15th, 2020 2019.078.00 G001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS SALT LAKE CITY SCHOOL DISTRICT GLENDALE MIDDLE SCHOOL 1430 ANDREW AVE, SALT LAKE CITY, UT 84104. 995 WEST BEARDSLEY PLACE SALT LAKE CITY, UT 84119 RM. ROOM R.O. ROUGH OPENING SHT. SHEET SHR. SHOWER SIM. SIMILAR STC SOUND TRANSMISSION COEFFICIENT SPEC. SPECIFICATION STD. STANDARD STRUCT. STRUCTURAL SUPER. SUPERVISOR SUSP. SUSPENDED THRU THROUGH T.O. TOP OF T.O.A. TOP OF ASPHALT T.O.C. TOP OF CURB T.O.F. TOP OF FOOTING T.O.S. TOP OF SLAB OR SIDEWALK T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VEN. VENEER V.I.F. VERIFY IN FIELD VERT. VERTICAL VEST. VESTIBULE VCT VINYL COMPOSITION TILE WWF WELDED WIRE FABRIC W/ WITH WD. WOOD MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MIN. MINIMUM MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE # NUMBER NO. NUMBER O.C. ON CENTER OWSJ OPEN WEB STEEL JOIST OPP. OPPOSITE O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OVERHEAD OHD OVERHEAD DOOR O.F.C.I. OWNER FURNISH CONTRACTOR INSTALLED PNT PAINTED OR PAINT PTN PARTITION PERP. PERPENDICULAR PLAM PLASTIC LAMINATE PL. PLATE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PROT. PROTECTION QTY. QUANTITY RAD. RADIUS REINF. REINFORCED REQ REQUIRED R.D. ROOF DRAIN GALV. GALVANIZED GOVT. GOVERNMENT GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED GND. GROUND GYP. BD. GYPSUM BOARD GWB. GYPSUM WALL BOARD HC. HANDICAPPED HDWR. HARDWARE HSA HEADED STUD ANCHOR HVAC HEATING/VENTILATION/AIR CONDITIONING HT. HEIGHT H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HYD HYDRANT IN. INCHES OR INCH INFO. INFORMATION I.D. INSIDE DIAMETER I.F. INSIDE FACE INSUL. INSULATION INT. INTERIOR LAV. LAVATORY LT. LIGHT LT. WT. LIGHT WEIGHT MAINT. MAINTENANCE MANUF. MANUFACTURER MFR. MANUFACTURER M.O. MASONRY OPENING MAT. MATERIAL DBA DEFORMED BAR ANCHOR DEPT DEPARTMENT DTL. DETAIL Ø DIAMETER DIA. DIAMETER DBL. DOUBLE DWGS. DRAWINGS EA. EACH E.F. EACH FACE E.S. EACH SIDE E.W. EACH WAY EWC ELECTRIC WATER COOLER EL. ELEVATION ELEV. ELEVATION EQ. EQUAL EXIST. EXISTING EXP. EXPANSION E.J. EXPANSION JOINT EXT. EXTERIOR FT. FEET OR FOOT F.V. FIELD VERIFY FIN FINISH FF FINISH FLOOR FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FLR. FLOOR FD FLOOR DRAIN FTG. FOOTING FDN. FOUNDATION GA. GAGE/GAUGE GAL. GALLON GPM GALLONS PER MINUTE SCHED. ABV ABOVE A.F.F. ABOVE FINISH FLOOR ADJ. ADJUSTABLE ALUM. ALUMINUM ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AB ANCHOR BOLT < ANGLE APPROX. APPROXIMATE ARCH. ARCHITECTURAL OR ARCHITECT @ AT BP BASE PLATE BRG. BEARING B.M. BENCHMARK BTWN BETWEEN BITUM. BITUMINOUS BD. BOARD BOT. BOTTOM B.O. BOTTOM OF BLDG BUILDING CLG. CEILING CL CENTER LINE CT CERAMIC TILE CLR. CLEAR COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION CONT. CONTINUOUS C.J. CONTROL JOINT COORD. COORDINATE GLENDALE MIDDLE SCHOOL SCIENCE LAB REMODEL DRAWING INDEX SHEET NUMBER SHEET NAME ELECTRICAL EE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES EE002 SYMBOLS LEGEND EE501 ELECTRICAL DETAILS EE502 ELECTRICAL DETAILS EE701 TYPICAL MOUNTING HEIGHT DETAILS ED101 ELECTRICAL DEMOLITION PLANS EP100 2ND FLOOR PLAN EP101A LAB 2040 POWER FLOOR PLAN EP401 ELEVATION VIEWS EP600 ELECTRICAL SCHEDULES EL101 LIGHTING / FIRE ALARM PLAN ET101 LEVELS 1 & 2 TELECOMMUNICATIONS FLOOR PLAN ET501 TELECOM DETAILS ET502 TELECOM DETAILS FA601 FIRE ALARM RISER 15 DRAWING INDEX SHEET NUMBER SHEET NAME GENERAL G001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS G002 OVERALL PLANS 2 ARCHITECTURAL AD101 DEMOLITION FLOOR PLAN - LEVEL TWO AE101 FLOOR & FINISHES PLAN - LEVEL TWO, REFLECTED CEILING PLAN - LEVEL TWO AE501 INTERIOR ELEVATIONS, SCHEDULED FINISHES AE801 MILLWORK DETAILS AE802 MILLWORK DETAILS 5 MECHANICAL M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS MH101 MECHANICAL PLANS MHP501 MECHANICAL/PLUMBING DETAILS MHP601 MECHANICAL/PLUMBING SCHEDULES 4 PLUMBING/FIRE PRO PF101 PLUMBING & FIRE PROTECTION PLANS 1 JANUARY 15th 2020 PROJECT SITE: 1430 ANDREW AVE SALT LAKE CITY, UTAH 84104

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324 S State St Ste 400

Salt Lake City Utah 84111

PHONE (801) 328-5151

ELECTRICAL ENGINEERING:

SPECTRUM ENGINEERS

244 W. 300 N . Ste 200

Salt Lake City, Utah 84103

PHONE (801) 322-2400

MECHANICAL ENGINEERING:

COLVIN ENGINEER

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.7913

P

F

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

GRAPHIC SYMBOLSABBREVIATIONS MATERIALS/LEGEND

VICINITY MAP DRAWING INDEX

GRID

GRID

W1

100A

ELEVATION CONTROL POINT

ROOM NUMBER

SHEET WHERE ELEVATION IS DRAWNELEVATION IDENTIFICATION

EXTERIOR ELEVATION SYMBOL

SHEET WHERE SECTION IS DRAWNSECTION REFERENCE/

WALL SECTION SYMBOL

BUILDING SECTION SYMBOLSECTION REFERENCE/SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOLDETAIL NUMBER/SHEET WHERE DETAIL IS DRAWN

WINDOW OR STOREFRONT NUMBER

DOOR NUMBER

OR DATUM POINT

REVISION TAG

GRID LINES

101

NAME

#SHEET

1

SHEET

#

SHEET

#

SHEET

#

SHEET

#SCALE

VIEW NAME VIEW NUMBER/SHEET WHERE VIEW IS LOCATEDVIEW NAME/ VIEW SCALE

VIEW TITLE

ROOM NAME

SHEET WHERE ELEVATION IS DRAWNELEVATION IDENTIFICATION

INTERIOR ELEVATION SYMBOL

#SHEET

ROOM TAG

WINDOW TAG

DOOR TAG

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

WOOD

COMPACTED FILL

FIREPROOFING

3D PERSPECTIVE

HA

TUFO

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A

TS

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ETI

HCRAD

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261112-0301

VALERIEW. NAGASAWA

JANUARY 15th, 2020

2019.078.00

G001

DRAWING INDEX, SYMBOLSAND ABBREVIATIONS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

RM. ROOM

R.O. ROUGH OPENING

SHT. SHEET

SHR. SHOWER

SIM. SIMILAR

STC SOUND TRANSMISSIONCOEFFICIENT

SPEC. SPECIFICATION

STD. STANDARD

STRUCT. STRUCTURAL

SUPER. SUPERVISOR

SUSP. SUSPENDED

THRU THROUGH

T.O. TOP OF

T.O.A. TOP OF ASPHALT

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.S. TOP OF SLAB OR SIDEWALK

T.O.W. TOP OF WALL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VEN. VENEER

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

WWF WELDED WIRE FABRIC

W/ WITH

WD. WOOD

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

# NUMBER

NO. NUMBER

O.C. ON CENTER

OWSJ OPEN WEB STEEL JOIST

OPP. OPPOSITE

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OHD OVERHEAD DOOR

O.F.C.I. OWNER FURNISHCONTRACTOR INSTALLED

PNT PAINTED OR PAINT

PTN PARTITION

PERP. PERPENDICULAR

PLAM PLASTIC LAMINATE

PL. PLATE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PROT. PROTECTION

QTY. QUANTITY

RAD. RADIUS

REINF. REINFORCED

REQ REQUIRED

R.D. ROOF DRAIN

GALV. GALVANIZED

GOVT. GOVERNMENT

GFCI GOVERNMENT FURNISHEDCONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHEDGOVERNMENT INSTALLED

GND. GROUND

GYP. BD. GYPSUM BOARD

GWB. GYPSUM WALL BOARD

HC. HANDICAPPED

HDWR. HARDWARE

HSA HEADED STUD ANCHOR

HVAC HEATING/VENTILATION/AIRCONDITIONING

HT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

HYD HYDRANT

IN. INCHES OR INCH

INFO. INFORMATION

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

INSUL. INSULATION

INT. INTERIOR

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

MAINT. MAINTENANCE

MANUF. MANUFACTURER

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT. MATERIAL

DBA DEFORMED BAR ANCHOR

DEPT DEPARTMENT

DTL. DETAIL

Ø DIAMETER

DIA. DIAMETER

DBL. DOUBLE

DWGS. DRAWINGS

EA. EACH

E.F. EACH FACE

E.S. EACH SIDE

E.W. EACH WAY

EWC ELECTRIC WATER COOLER

EL. ELEVATION

ELEV. ELEVATION

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

E.J. EXPANSION JOINT

EXT. EXTERIOR

FT. FEET OR FOOT

F.V. FIELD VERIFY

FIN FINISH

FF FINISH FLOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLR. FLOOR

FD FLOOR DRAIN

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE/GAUGE

GAL. GALLON

GPM GALLONS PER MINUTE

SCHED.

ABV ABOVE

A.F.F. ABOVE FINISH FLOOR

ADJ. ADJUSTABLE

ALUM. ALUMINUM

ASTM AMERICAN SOCIETY FORTESTING MATERIALS

AB ANCHOR BOLT

< ANGLE

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL ORARCHITECT

@ AT

BP BASE PLATE

BRG. BEARING

B.M. BENCHMARK

BTWN BETWEEN

BITUM. BITUMINOUS

BD. BOARD

BOT. BOTTOM

B.O. BOTTOM OF

BLDG BUILDING

CLG. CEILING

CL CENTER LINE

CT CERAMIC TILE

CLR. CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

COORD. COORDINATE

GLENDALE MIDDLE SCHOOL SCIENCE LAB REMODEL

DRAWING INDEXSHEET NUMBER SHEET NAME

ELECTRICAL

EE001 SHEET INDEX, ABBREVIATIONS, AND GENERALNOTES

EE002 SYMBOLS LEGEND

EE501 ELECTRICAL DETAILS

EE502 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING HEIGHT DETAILS

ED101 ELECTRICAL DEMOLITION PLANS

EP100 2ND FLOOR PLAN

EP101A LAB 2040 POWER FLOOR PLAN

EP401 ELEVATION VIEWS

EP600 ELECTRICAL SCHEDULES

EL101 LIGHTING / FIRE ALARM PLAN

ET101 LEVELS 1 & 2 TELECOMMUNICATIONS FLOORPLAN

ET501 TELECOM DETAILS

ET502 TELECOM DETAILS

FA601 FIRE ALARM RISER

15

DRAWING INDEXSHEET NUMBER SHEET NAME

GENERAL

G001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS

G002 OVERALL PLANS

2

ARCHITECTURAL

AD101 DEMOLITION FLOOR PLAN - LEVEL TWO

AE101 FLOOR & FINISHES PLAN - LEVEL TWO, REFLECTEDCEILING PLAN - LEVEL TWO

AE501 INTERIOR ELEVATIONS, SCHEDULED FINISHES

AE801 MILLWORK DETAILS

AE802 MILLWORK DETAILS

5

MECHANICAL

M001 MECHANICAL LEGEND, SYMBOLS &ABBREVIATIONS

MH101 MECHANICAL PLANS

MHP501 MECHANICAL/PLUMBING DETAILS

MHP601 MECHANICAL/PLUMBING SCHEDULES

4

PLUMBING/FIRE PRO

PF101 PLUMBING & FIRE PROTECTION PLANS

1

JANUARY 15th 2020

PROJECT SITE: 1430 ANDREW AVE SALT LAKE CITY, UTAH 84104

36"36"

36"

36"

36"

36"

36"36"

36"

36"

36"

36"

36"

36"

36"

36"

36"

36"36"

36"

36"

36"

36"36"

36"36"

36"

36"36"

36"

36"

36"

36"

36"

36"

36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"36"

36"

36"36"

36"36"36"36"

36"36"

36"

36"36"

36"36"

36"36"

AE101

1

CODE REVIEW CRITERIA

APPLICABLE CODES

International Building Code

International Mechanical Code

International Fuel Gas Code

International Plumbing Code

International Fire Code

International EnergyConservation Code

Year

National Electrical Code

Uniform Code forBuilding Conservation

ADA AccessibilityGuidelines - ICC A117.1

Year

A. Occupancy and Group:

Change in Use:

B. Type of Construction: No Change

FOOTNOTES:

In case of conflict with the U.S. Department of Justice Federal Registers Parts I through V - ADA guidelines and specific reference to the International Building Code Accessibility Chapters, the more stringent requirements shall govern.

1)

No Change

2018

2018

2018

2018

2018

2018

2017

2009

2018

No Change

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.7913

P

F

www.gsbsarchitects.com

PROJECT

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

HA

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261112-0301

VALERIEW. NAGASAWA

JANUARY 15th, 2020

2019.078.00

OVERALL PLANS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

G0021" = 40'-0"G002

1 KEY PLAN - LEVEL ONE

1" = 40'-0"G0022 KEY PLAN - LEVEL TWO

DM-05

DM-06

DM-06

DM-06

DM-01

CLASSROOM

201

DM-11 DM-11DM-10

DM-08

DM-07

DM-09DM-12

EXISTING WALL TO REMAIN

DEMOLITION LEGEND

DOOR AND FRAME TO BE REMOVED

EXISTING WALL TO BE REMOVED

1. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL DISPOSE OF ALL DEBRIS, REFUSE, EQUIPMENT, ETC.

2. COORDINATE ANY NEW PENETRATION SIZES WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

3. PROTECT ALL FIRE-RESISTIVE MATERIAL AT FLOOR AND ROOF STRUCTURE DURING DEMOLITION ACTIVITIES. ANY DAMAGE DONE TO THESE MATERIALS SHALL BE PATCHED AND REPAIRED TO RESTORE ORIGINAL RATING AS DESCRIBED IN CODE CRITERIA ON SHEET G002.

4. ALL EXISTING STRUCTURAL ELEMENTS TO REMAIN UNLESS.5. SEE ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS FOR EXTENT OF

ELECTRICAL, MECHANICAL AND PLUMBING DEMOLITION.6. SELECTIVE DEMOLITION AT ROOMS BELOW CLASSROOM 201. THIS INCLUDES

REMOVING CEILING TILES AND GRIDS AS NECCESSARY FOR NEW INSTALLATION OF ELECTRICAL, PLUMBING, AND / OR MECHANICAL THAT FEEDS CLASSROOM 201. CONTRACTOR IS RESPONSIBLE TO REPLACE WITH MATCHING NEW CEILING GRID AND TILES.

GENERAL DEMOLITION NOTES

DEFINITIONSA. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF

THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.B. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A

MANNER TO PREVENT DAMAGE, AND REUSE IN PROJECT IF INDICATED, OR RETURN TO OWNER.

C. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED.

D. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR REINSTALLED. PROTECT AS NECESSARY FROM CONSTRUCTION ACTIVITY.

E. DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.7913

P

F

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

HA

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261112-0301

VALERIEW. NAGASAWA

JANUARY 15th, 2020

2019.078.00

DEMOLITION FLOOR PLAN -LEVEL TWO

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

AD1011/4" = 1'-0"AD101

1 DEMOLITION FLOOR PLAN - LEVEL TWO

DEMO KEYNOTE LEGENDKEY

VALUE KEYNOTE TEXTDM-01 REMOVE EXISTING CARPET AND/OR VCT FLOORING AND

ADHESIVE THROUGHOUT PROJECT AREA, SCRAPE AND CLEANIN ORDER TO PREPARE SLAB FOR INSTALLATION OF NEWFLOORING AS REQ. BY MNFR. FOR PROPER INSTALLATION

DM-05 REMOVE EXISTING DOOR, FRAME, AND HARDWARE. SALVAGEAND RETURN HARDWARE TO OWNER

DM-06 REMOVE EXISTING MILLWORK.

DM-07 REMOVE AND RAISE WHITE BOARD

DM-08 REMOVE PROJECTION SCREEN AND RETURN TO OWNER

DM-09 REMOVE CORK BOARD AND RELOCATED

DM-10 REMOVE SMART BOARD BY OWNER

DM-11 REMOVE AND RETURN WHITE BOARD TO OWNER

DM-12 RELOCATE CLOCK

8"

MIN

.

2"

16 GAUGE MIN. FRAME.

SEAL STRIP.

24 GA. KYNAR COATEDGALVANIZED METALCOUNTERFLASHINGFASTENED APPROX.6" O.C. - SUPPLIED& INSTALLED BY SHEETMETAL CONTRACTOR.

BASE FLASHING FASTENED@ 4" O.C. MAX.

FASTENERS ATAPPROX. 8"

WOOD BLOCKING, F.R.T.FASTENED TO DECK.

INSULATION SUPPLIED BYCURB MANUFACTURER.

2" WOOD NAILERF.R.T.

ALTERNATE FRAMELOCATION FORHEAVY UNITS

FIBER CANT STRIP.AE501

8

CLASSROOM

201RB1 VT1P1

5

69

AE501

3

AE501

1

AE501 2 AE5014

7'-10" 7'-10" 8'-2"

NEW CABINETS SEEELEVATIONS

RELOCATE EXISTINGWHITE BOARD

RELOCATE WHITEBOARD

WHITE BOARD WHITE BOARDRELOCATED SMART BOARD

AE501

10

NEW CABINETS AND COUNTER.SEE ELEVATIONS

INFILL DOOR OPENING WITH METAL STUDS AND GYP, AND CORK BOARD

FLOOR DRAINSEE PLUMBING

TYP

.

1'-5

"

2'-8

"

10'-8"

83" 45"

NOTE:TABLES AND CHAIRSPROVIDED BY OWNER

8'-1"

2'-1

"

2'-1

"

EQEQ

3'-6

"

9'-5"7'-5" EXISTING LOCKERS TO REMAIN, TYP.

3 5/8" METAL STUDS PIPE CHASE BENEATH COUNTER

EMERGENCY SHOWERSEE PLUMBING

WHERE NEW PLUMBING WORK OCCURS IN CLASSROM AT LEVEL 1, REMOVE ENTIRE VCT AT COUNTER AREA AND REPLACE WITH NEW VCT (VT1) AND NEW TRANSITION STRIP. SEE LEVEL 1 PLUMBING DRAWINGS FOR LOCATION OF COUNTER AREA.

SPECIFIED GROMMET. COORD. FINAL LOCATION WITH OWNER.

NEW TEACHER DEMONSTRATIONMILLWORK

NEW 2' X 4' LAY-IN ACOUSTIC PANEL IN EXIST. SUSPENDED GRIDREPLACE ANY EXIST. GRID DAMAGED DURING INSTALLATION OFMECHANICAL ELECTRICAL AND PLUMBING.

EXISTING LIGHTS TO REMAIN

A10' - 0"

RELOCATED PROJECTOR. COORDINATE FINAL LOCATION WITH OWNER.

GENERAL NOTE:FOR NEW ROOF EXHAUST FAN.PATCH AND REPAIR ROOFING. SEE DETAIL 3/AE101. FOR EXACT POSITION SEE MECHANICAL.MAINTAIN MININUM OF 10'-0" CLEAR FROM ROOF EDGE TO NEAREST EDGE OF EQUIPMENT. ROOF CONTRACTOR MUST BE AN APPROVED SARNAFIL CONTRACTOR.

EMERGENCY SHOWER HEAD SEE PLUMBING

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK AND NOTIFY ARCHITECT IN WRITING, IN ADVANCE OF COMMENCEMENT OF WORK, IF CONDITIONS VARY FROM WHAT IS SHOWN IN THE DRAWINGS.

2. PROTECT ALL EXISITING SURFACES NOT INDICATED FOR DEMOLITION.

3. REPAIR ALL DAMAGE TO EXISTING CONSTRUCTION, CAUSED BY DEMOLITION AND NEW CONSTRUCTION ACTIVITIES, IN ORDER TO RESTORE ORIGINAL APPEARANCE AND QUALITY.

4. PATCH AND REPAIR ALL WALLS FOLLOWING DEMOLITION AS REQUIRED TO RESTORE LIKE NEW FINISH. PAINT ALL NEW AND EXISTING FINISHED GYPSUM BOARD AND HOLLOW METAL SURFACES WITHIN PROJECT AREA.

5. PATCH AND REPAIR CONCRETE FLOOR SLABS FOLLOWING DEMOLITION AS REQUIRED TO RESTORE SUBSTRATE FOR NEW FINISH FLOORING AND TO MAINTAIN EXISTING FIRE RESISTANCE RATINGS AS DESCRIBED IN CODE REVIEW CRITERIA ON SHEET G-002.

6. SEAL ALL PIPE, CONDUIT, DUCT AND OTHER PENETRATIONS THROUGH FLOORS AND WALLS WITH FIRE STOPPING REQUIRED TO MAINTAIN INDICATED FIRE RESISTANCE RATING AND UL ASSEMBLY. SEE CODE CRITERIA ON SHEET G-002.

7. PATCH, REPAIR, AND PAINT ALL WALLS TO A SMOOTH FINISH WHERE EXISTING WALLS HAVE BEEN CUT OPEN FOR NEW ELECTRICAL, MECHANICAL, AND/OR PLUMBING.

8. SEE SHEET AE801 FOR TYPICAL MILLWORK DETAILS.

GENERAL NOTES

2X4 LAY-IN LIGHT FIXTURE

1. MECHANICAL AND ELECTRICAL DATA SHOWN FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. ANY CONFLICTS SHOULD BE ADDRESSED WITH ARCHITECT AS SOON AS POSSIBLE.

2. EXISTING CEILING HEIGHT IN CLASSROOMS IS 10'-0" A.F.F.

MECHANICAL DIFFUSER - SUPPLY

MECHANICAL DIFFUSER - RETURN

RCP LEGEND

CEILING NOTES

EMERGENCY SHOWER

PROJECTOR

WALL

BASE

FLOOR

FINISH KEY

1. SEE SCHEDULED FINISHES ON SHEET AE501.2. PROVIDE LOCKS ON ALL CABINETS.

NOTES:

STEEL GIRDER OR JOIST, TYP. SEE PLAN. AT STEEL JOIST, PROOVIDE L 1 1/2"x1 1/2"x1/8" STRUT FROM TOP CHORD TO BOTTOM CHORD PANEL POINT. TYP.

STEEL ANGLE L5X3X1/4 LLV

OPENING SIZE

L5X3X1/4 LLV

PLATE 4"x4"x3/8"

COPE LEGS AS REQD

SAWCUT OPENING

EXISTING ROOF DECK

DECK WELD

TYP3/163/16

NOTE: ROOF STRUCTURE IS ONE-HOUR FIRE RATED . PATCH AND REPAIR ANY DAMAGE TO SPRAYED FIRE RESISTIVE MATERIAL AS REQ. TO RESTORE ORIGINAL RATING.

375 WEST 200 SOUTH

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PROJECT

NORTH

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2019.078.00

FLOOR & FINISHES PLAN -LEVEL TWO, REFLECTEDCEILING PLAN - LEVEL TWO

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

AE1011/4" = 1'-0"AE101

1 FLOOR & FINISHES PLAN - LEVEL TWO

1/4" = 1'-0"AE1012 REFLECTED CEILING PLAN - LEVEL TWO

FINISH LEGEND- DESCRIPTION

WALL

P1 GENERAL PAINT

P2 DOOR FRAME PAINT

BASE

RB1 GENERAL RUBBER BASE

RB1 GENERAL RUBBER BASE

FLOOR

VT1 GENERAL VCT FLOORING

MILLWORK

EC1 EPOXY RESIN COUNTERTOPS

PL1 GENERAL PLASTIC LAMINATE CABINETS

PL2 GENERAL PLASTIC LAMINATE COUNTERTOPS

1" = 1'-0"AE1014 ROOF PENETRATION DETAIL

12" = 1'-0"AE1013 ROOF CURB DETAIL

OPEN

8

AE801

6

AE801

P1

TYP.

TYP.

EYE WASH STATION. VERIFYMOUNTING HEIGHT WITHMANUF. FOR BARRIER FREE INSTALLATION

34

"2

4"

26

"

36"

OPEN OPEN OPEN

16"19"1"

30" 64" 30" 64" 30" 64" 30"

EQEQEQEQ EQEQEQEQ EQEQEQEQ 1"

84

"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

4"

6" TYP.6" TYP.

29'-0"

1"

29'-0"

1'-4"

RB1

EMERGENCY SHOWER

PL1, TYP.

PL2

PL1

TA2 TA1TYP.TYP.

5

AE801

4

AE801

7

AE801TYP. TYP.

PL1

26

"2

4"

34

"

4

AE801

6

AE801

8

AE801

AV CART, O.F.O.I.

PERFORATED METAL GRILL FRONT, TYP.

TYP.

P1

REINSTALLED CORK BOARD (7'W X 2'-6"H)

NEW WHITEBOARD

REINSTALLED SMART BOARD BY OWNER

RB1

1"PL1

PL1PL2TA2

TA1

6" 6"4'-0

"3'

-0"

EQ

113"

4"

EQ EQ EQ EQ EQ EQ EQ 1"

84

"

EQEQEQEQEQEQEQ

113"

1" 13"13"

27" 15"

1"

22"

1"

22"

1"

47"

84

"

39

"

6'-0"EQ EQ

PL1, TYP.

6'-0"

4'-0

"

TYP.

TYP.10 1/2"

1" TYP.

3

AE801

2

AE801

1

AE801

TYP.

REINSTALLED CLOCK

EQ

P1 RB1

P1

RB1

RELOCATED CORK BOARD (7'W X 2'-6"H)

REINSTALLED WHITEBOARD (16'W X 4'H)

RELOCATEDHORN STROBE

3'-2

"

EQ EQ

EQEQ

5

AE802

4

AE802

2

AE802

1

AE802

PL1

PL1

LOCATE GAS SHUT OFF VALVE INSIDE CABINET, AGAINST SIDE PANEL. SEE PLUMBING DRAWINGS

EQEQ

EC1 NEW SINK, SEE PLUMBING DRAWINGS.

PL1

RB1

OPEN OPEN

24"42"15"30"15"

126"

3

AE802

EC1

PL1

81" 45"

126"

RB1

30

"36

"PL1

NEW SINK, SEE PLUMBING DRAWINGS.

EC1

36

"

30"

RB1

ELEC. AND DATADEVICES SEE ELEC.

PL1

30

"36

"

30"

RB1

EC1

CORK BOARD

EXISTING LOCKERS TO REMAIN.

12

AE801

7'-2

" V.

I.F.

3'-4" F.V.

ALIGN

EXISTING BASE TO REMAIN

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VALERIEW. NAGASAWA

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2019.078.00

INTERIOR ELEVATIONS,SCHEDULED FINISHES

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

AE501

1/4" = 1'-0"AE5018 LAB ROOM 201 - SOUTH

1/4" = 1'-0"AE501

5 LAB ROOM 201 - NORTH1/4" = 1'-0"AE501

6 LAB ROOM 201 - EAST

1/4" = 1'-0"AE5019 LAB ROOM 201 - WEST

1/2" = 1'-0"AE5013 DEMO TABLE - BACK

1/2" = 1'-0"AE5011 DEMO TABLE - FRONT

1/2" = 1'-0"AE5012

DEMO TABLE -PRESENTATION SIDE

1/2" = 1'-0"AE5014

DEMO TABLE - DESKSIDE

TOILET ROOM ACCESSORIES

MARK DESCRIPTION COMMENTSPROVIDED/

INSTALLED BYTA1 SURFACE MOUNTED PAPER TOWEL

DISPENSER- OWNER / CONTRACTOR

TA2 WALL MOUNTED SOAP DISPENSER - OWNER / CONTRACTOR

1/4" = 1'-0"AE50110 TACKABLE WALL

SCHEDULED FINISHES

- DESCRIPTION MANUFACTURERPRODUCT NAME /

NUMBER COLOR/ FINISH SIZE COMMENTSWALL

P1 GENERAL PAINT MATCH EXISTING MATCH EXISTING MATCH EXISTING n/a -

P2 DOOR FRAME PAINT MATCH EXISTING MATCH EXISTING MATCH EXISTING n/a -

BASE

RB1 GENERAL RUBBER BASE MATCH EXISTING MATCH EXISTING MATCH EXISTING 4"H -

RB1 GENERAL RUBBER BASE MATCH EXISTING MATCH EXISTING MATCH EXISTING 4"H

FLOOR

VT1 GENERAL VCT FLOORING ARMSTRONG FLOORING STANDARD EXCELON /MULTICOLOR

52514 JUBILEE WHITE 12"X12" -

MILLWORK

EC1 EPOXY RESINCOUNTERTOPS

CHEM TOP EPOXY RESIN BLACK n/a -

PL1 GENERAL PLASTICLAMINATE CABINETS

FORMICA GINGER ROOT MAPLE /7288-58

MATTE n/a -

PL2 GENERAL PLASTICLAMINATE COUNTERTOPS

FORMICA BLACK / 909-58 MATTE n/a -

WOOD BLOCKING AND FRAMING AS REQ'D. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT SURFACE, SECURE CABINET TO WALL, TYP.

3/4" ADJ. SHELF. MULTI-CORE PANEL INTERIOR, MELAMINE FINISH W/ DRILLED HOLES & PINS

SPECIFIED LOCK

AV CART, O.F.O.I.

45

"3

9"

CLR

.

SCHED. PLASTIC LAMINATE -FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

TYP

.3

"

3/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR), TYP.

SPECIFIED PULL. PROVIDE POSITIVE METAL CATCH HARDWARE AT TOP & BOTTOM OF DOOR.

1" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR).

CLR.

15"

SEE PLAN

1/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH

3/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR).

3/4" MULTI-CORE PANEL INTERIOR W/ PERFORATED METAL GRILL. FINISH ALL EXPOSED EDGES. MELAMINE FINISH (INTERIOR).

84

"

44

" A

FF

WOOD BLOCKING AND FRAMING AS REQ'D. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT SURFACE.

3/4" FIXED SHELF. MULTI-CORE PANEL INTERIOR, MELAMINE FINISH.

3/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR), TYP.

SPECIFIED PULL

SPECIFIED LOCK

SCHED. RUBBER BASE

4"

3/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR).

SEE PLAN

SPECIFIED HOOK ON SIDE & BACK PANELS, QTY. 3

3/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR).

15" CLR.

1/4" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH

SCHED. PLASTIC LAMINATE -FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

1" MULTI-CORE PANEL INTERIOR, MELAMINE FINISH (INTERIOR).

2"

SEE

ELEV

.

69

"

64

"

44

" A

FF

TYP.

EQ

TYP.

EQ

WOOD BLOCKING AND FRAMING AS REQ'D. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT SURFACE.

1/4" FIXED MASONITE SHELF W/ SCHED. PLAM, TYP.

1" MULTI-CORE PANEL, W/ SCHED. PLAM.

SCHED. RUBBER BASE

1" MULTI-CORE PANEL W/ SCHED. PLAM.

SEE PLAN

1/4" MULTI-CORE PANEL W/ SCHED. PLAM.

SCHED. PLASTIC LAMINATE -FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

1" MULTI-CORE PANEL W/ SCHED. PLAM.

2"

SEE

ELEV

.

CLR

.

18

"

15" CLR.

4"

TYP

.

3 3

/4"

1" MULTI-CORE PANEL W/ SCHED. PLAM.

SCHED. RUBBER BASE

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

3/4" ADJ. SHELF, MELAMINE FINISH W/ DRILLED HOLES & PINS, TYP.

SPECIFIED PULL & LOCK

SCHED. PLAM COUNTERTOP W/ UNDERLAYMENT.

SCHED. PLAM BACKSPLASH WHERE OCCURS.

SEE

ELEV

.

2"

4"

ELEV

.

SEE

OVERHANG, TYP.1" COUNTERTOP 25"

AE801

10

FULL-EXTENSION, HEAVY-DUTY GLIDES, TYP.

SCHED. PLAM COUNTERTOP W/ UNDERLAYMENT.

SPECIFIED PULL & LOCK, TYP.

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

SCHED. RUBBER BASE

ELEV

.

SEE

ELEV

.

SEE

6"6"

6"

FRAMELESS CABINET CONSTRUCTION, TYP.

OVERHANG (TYP.)1" COUNTERTOP

2"

4"

25"

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

SCHED. PLAM BACKSPLASH WHERE OCCURS.

AE801

10

SCHED. RUBBER BASE

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

REMOVABLE BACK PANEL

FIXED SCHED. PLAM APRON

SPECIFIED PULL & LOCK

SCHED. PLAM COUNTERTOP W/ UNDERLAYMENT.

SCHED. SINK & FAUCET WHERE OCCURS. SEE PLUMBING.

SEE

ELEV

.

ELEV

.

SEE

2"

4"

SCHED. PLAM BACKSPLASH.

25"OVERHANG (TYP.)1" COUNTERTOP

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

6"

FRAMELESS CABINET CONSTRUCTION, TYP.

AE801

10

SPECIFIED WIRE PULL & LOCK

3/4" ADJ. SHELF, MELAMINE FINISH W/ DRILLED HOLES & PINS.

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

WOOD BLOCKING AND FRAMING AS REQ'D. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT SURFACE.

SEE

ELEV

.

14"SCHED. PLASTIC LAMINATE -FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

SPECIFIED DOOR/DRAWER WIRE PULL

SCHED. PLASTIC LAMINATE FACE WITH MELAMINE INTERIOR SURFACE, OVER 3/4" MULTI-CORE PANEL, TYP.

PLASTIC LAMINATE FACE

3MM PVC, 90 DEG. EDGE TOP, SIDES & BOTTOM WITH EASED EDGES, TYP. (MATCH SCHED. LAMINATE).

LINE OF CABINET

COVE STICK

3/4" MULTI-CORE PANEL SUBSTRATE

COUNTER BLOCKING, TYP.

SCHED. PLAM 180 DEGREE POST-FORMED COUNTERTOP

BACKSPLASH AS INDICATED ON ELEV. WITH CONTINOUS SEALANT BEAD ALONG ALL EDGES.

ELEV

.

SEE

1"

1 1

/2"

EQEQ

SEE SCHEDULE

SEE

SCH

EDU

LE

EDGE OF COUNTER

EDGE OF COUNTER

EDGE OF SINK CUT-OUT

SINK BELOW

WOOD FRAMED CORK PANEL

EXIST. WALL

1x HARDWOOD FRAME. STAIN TO MATCH EXIST. DOOR PANEL FINISH.

3/4" PLYWOOD SHEATHING ON SCHED. METAL STUD FRAMING

1x HARDWOOD FRAME. STAIN TO MATCH EXIST. DOOR PANEL FINISH.

ELEV

.

SEE

2"

METAL STUD AS SCHEDULED.

PAINTED GYP. BD.AS SCHEDULED

ALI

GN

SCHED. RUBBER BASE

SCHED. FLOOR FINISH

SCHED. RUBBER BASE

EDGE OF CABINET BEYOND W/ SCHED. PLAM FINISH.

SCHED. PLAM COUNTERTOP W/ UNDERLAYMENT.

SCHED. PLAM BACKSPLASH WHERE OCCURS.

SEE

ELEV

.

ELEV

.

SEE

SEE PLAN

AE801

10

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MILLWORK DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

AE8011" = 1'-0"AE801

1 AV CABINET

1" = 1'-0"AE8012 WARDROBE CABINET

1" = 1'-0"AE8013 STUDENT CUBBY CABINET

1" = 1'-0"AE801

4 BASE W/ DOOR

1" = 1'-0"AE8015 BASE W/ DRAWERS

1" = 1'-0"AE8016 BASE W/ DOOR @ SINK

1" = 1'-0"AE8018 UPPERS W/ DOORS

3" = 1'-0"AE8019 TYP. DOOR/DRAWER DETAIL

3" = 1'-0"AE80110 TYP. COUNTERTOP DETAIL

1 1/2" = 1'-0"AE801

11 SINK COUNTER CUT-OUT

3" = 1'-0"AE80112 TACKABLE WALL DTL.

1" = 1'-0"AE8017 BASE @ OPENING

PROVIDE HANGING FILE HARDWARE, LETTER SIZE.

SCHED. RUBBER BASE

SCHED. RUBBER BASE

SCHED. EPOXY RESIN COUNTERTOP W/ UNDERLAYMENT.

2X4 WALL W/ 2" CABLE MANAGEMENT HOLES

3/4" MULTI CORE PANEL W/ SCHED. PLAM FINISH

4"

2"

4"

FULL-EXTENSION, HEAVY-DUTY GLIDES, TYP.

SPECIFIED PULL & LOCK

FRAMELESS CABINET CONSTRUCTION, TYP.

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

ELEV

.

SEE

SEE PLAN

4"

6"

6"

AE802

6

TYP.

3/4"

SCHED. RUBBER BASE SCHED. RUBBER BASE

2" X 4" WALL WITH 2" CABLE MANAGMENT HOLES

SCHED. EPOXY RESIN COUNTERTOP W/ UNDERLAYMENT.

3/4" MULTI CORE PANEL W/ SCHED. PLAM FINISH

4"

SEE

ELEV

.

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

4"

4"

SEE PLAN

AE802

63/4

"

3/4"

PROVIDE HANGING FILE HARDWARE, LETTER SIZE.

SCHED. RUBBER BASE

SCHED. RUBBER BASE

SCHED. EPOXY RESIN COUNTERTOP W/ UNDERLAYMENT.

2X4 WALL W/ 2" CABLE MANAGEMENT HOLES

3/4" MULTI CORE PANEL W/ SCHED. PLAM FINISH

4"

2"

4"

FULL-EXTENSION, HEAVY-DUTY GLIDES, TYP.SPECIFIED PULL &

LOCK

FRAMELESS CABINET CONSTRUCTION, TYP.

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

ELEV

.

36

"

SEE PLAN

4"

6"

6"

FIXED APRON W/ SCHED. PLAM FINISH 6

"

AE802

6

TYP.

3/4"

SCHED. RUBBER BASE

SCHED. EPOXY RESIN COUNTERTOP W/ UNDERLAYMENT.

FIXED APRON W/ SCHED. PLAM FINISH

6"

SEE

ELEV

.

4"

2X4 WALL W/ 2" CABLE MANAGEMENT HOLES

3/4" MULTI CORE PANEL W/ SCHED. PLAM FINISH

SEE PLAN

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

SCHED. RUBBER BASE

AE802

6

TYP.

3/4"

3/4" MULTI CORE PANEL W/ SCHED. PLAM FINISH

2" X 4" WALL WITH 2" CABLE MANAGMENT HOLES

SCHED. RUBBER BASE

SCHED. EPOXY RESIN COUNTERTOP W/ UNDERLAYMENT.

SCHED. RUBBER BASE

MELAMINE FACED SUBSTRATE, TYP. @ CABINET INTERIOR.

SCHED. PLAM - FACED ARCHITECURAL CABINET ON ALL EXPOSED FACES, TYP.

SPECIFIED PULL & LOCK

SCHED. SINK & FAUCET, SEE PLUMBING.

ELEV

.

SEE

4"

2"

4"

SEE PLAN

FIXED APRON, SCHED. PLAM FINISH.

FRAMELESS CABINET CONSTRUCTION, TYP.

4"

EQ EQ

AE802

6

TYP.

6"

3/4"

1"

1"

1/4

"

SCHED. PLAM-FACED ARCHITECTURAL CABINETS ON ALL EXPOSED FACES, TYP.

SCHED. 1" EPOXY RESIN COUNTERTOP, 1/8" BEVEL ON ALL EXPOSED EDGES.

BLOCKING AS REQUIRED. SCHED. PLAM ON EXPOSED EDGES.

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JANUARY 15th, 2020

2019.078.00

MILLWORK DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

AE8021" = 1'-0"AE802

1 DEMO TABLE @ DESK W/ DRAWERS

1" = 1'-0"AE8022 DEMO TABLE @ DESK OPENING

1" = 1'-0"AE8023 DEMO TABLE @ PRES. W/ DRAWERS

1" = 1'-0"AE8024 DEMO TABLE @ PRES. OPENING

1" = 1'-0"AE8025 DEMO TABLE @ SINK

3" = 1'-0"AE8026 TYP. EPOXY RESIN COUNTER DETAIL

187524

STEPHEN G.

CONNOR

ST

ATE

OFUT

AH

LICENSED

PROFE

SSIONAL

ENGINEER

Copyright (C

) 2019 b

y C

olv

in E

ngin

eering A

ssocia

tes, In

c. S

alt L

ake C

ity, U

tah. A

ll rights

reserv

ed. U

nauth

orized c

opyin

g a

nd/o

r use is ille

gal and s

ubje

ct to

pro

secution.

COLVIN ENGINEERINGASSOCIATES

505 East South Temple, Ste 100 / Salt Lake City, Utah 84102-1004Phone 801.322.2400 / colvinengineering.com

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

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ISSUED DATE:

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01/15/2020

2019.078.00

MECHANICAL LEGEND,

SYMBOLS &

ABBREVIATIONS

SALT LAKE CITY SCHOOL

DISTRICT

GLENDALEMIDDLE SCHOOL

CEA 2019-163.00

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

M001

DRAWING INDEX - MECHANICAL# SHEET NAME

M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS

MH101 MECHANICAL PLANS

MHP501 MECHANICAL/PLUMBING DETAILS

MHP601 MECHANICAL/PLUMBING SCHEDULES

PF101 PLUMBING & FIRE PROTECTION PLANS

ARGON

CARBON DIOXIDE

DEIONIZED WATER RETURN

DEIONIZED WATER SUPPLY

FUEL OIL RETURN

FUEL OIL SUPPLY

HELIUM

HYDROGEN

INDUSTRIAL WATER (NON-POTABLE)

MEDICAL AIR

NITROGEN

NITROUS OXIDE

OXYGEN

PROPANE

REVERSE OSMOSIS

VACUUM

WATER TREATMENT

ACCESS PANEL

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

HUMIDISTAT OR HUMIDITY SENSOR

NITROGEN DIOXIDE SENSOR

POINT OF CONNECTION TO EXISTING

POINT OF REMOVAL FROM EXISTING

AIR VENT (AUTOMATIC)

AUTOMATIC CONTROL VALVE (2-WAY)

AUTOMATIC CONTROL VALVE (3-WAY)

BALL VALVE

BUTTERFLY VALVE

CALIBRATED BALANCE VALVE

CHECK (SWING OR LIFT AS REQ'D) VALVE

CURB COCK

GAS COCK

GATE OS & Y PATTERN VALVE

GATE VALVE

MOTORIZED ACTUATOR

P&T RELIEF VALVE

PET COCK OR GAUGE COCK

PLUG VALVE

PRESSURE REDUCING VALVE

SOLENOID VALVE

THERMAL EXPANSION VALVE

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

RADIANT FLOOR RETURN

RADIANT FLOOR SUPPLY

REFRIGERANT LIQUID

REFRIGERANT SUCTION

SNOWMELT RETURN

SNOWMELT SUPPLY

STEAM

STEAM CONDENSATE RETURN

GROUND LOOP RETURN

GROUND LOOP SUPPLY

HOT GAS

HOT GAS BYPASS

AQUASTAT

FLOW SWITCH

IN-LINE PUMP

PRESSURE GAUGE W/ GAUGE COCK

STRAINER

TEMPERATURE & PRESSURE TEST PLUG

TEMPERATURE SENSING WELL

THERMOMETER

VENTURI FLOW METER

DIRECTION OF FLOW

ELBOW DOWN

ELBOW UP

PIPE CAP

REDUCER

TEE DOWN

UNION

CONDENSATE DRAIN

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC.

FIRE SERVICE

GREASE WASTE ABOVE GRADE

GREASE WASTE BELOW GRADE

NATURAL GAS

OVERFLOW DRAIN

ROOF DRAIN

SANITARY (PLBG) VENT

SANITARY WASTE ABOVE GRADE

SANITARY WASTE BELOW GRADE

COMPRESSED AIR

TEMPERED WATER

BURIED OR UNDERFLOOR DUCT

DUCT SIZE (IN)FIRST FIGURE IS SIDE SHOWN

FLEXIBLE DUCT (HELICAL)

FLEXIBLE DUCT CONNECTION

SPIN-IN W/ MVD

AIR FLOW STATION

COMBINATION FIRE/SMOKE DAMPER

FIRE DAMPER SMOKE DAMPER

GRAVITY BACKDRAFT DAMPER

MANUAL VOLUME DAMPER

MOTORIZED DAMPER

SMOKE DAMPER

THERMOSTAT OR TEMP SENSOR W/ EQUIPMENT TAG

RADIAL SUPPLY DIFFUSERS

RETURN GRILLE

SUPPLY DIFFUSER

SUPPLY SLOT DIFFUSER

DUCT TRANSITION

ELBOW W/ TURNING VANES

TEE W/ 45° ENTRY

WYE W/ 45° ENTRY

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT SECTION

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT SECTION

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT SECTION

SUPPLY AIR DUCT UP

FIRE DEPT. HORN & LIGHT

FIRE HOSE CABINET

POST TYPE FDC CONNECTION

WALL TYPE FDC CONNECTION

YARD HYDRANT

FLOOR DRAIN

FLOOR OR GRADE CLEANOUT

FLOOR SINK

GRADE CLEANOUT W/ CONCRETE PAD

HOSE BIBB OR SILLCOCK

MANHOLE

REDUCED PRESSURE BACKFLOW PREVENTOR

VENT THROUGH THE ROOF

WALL CLEANOUT

EXPANSION JOINT

FLEXIBLE PIPE CONNECTION

HEAT TRACING

CHILLED WATER RETURN

ABBREVIATIONSKey Name Comments

AD ACCESS DOOR

AF AIRFOIL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

BI BACKWARD INCLINE

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BTU/H BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CBV CALIBRATED BALANCE VALVE

CFM CUBIC FEET PER MINUTE

CV CONSTANT VOLUME

CV CONTROL VALVE

DB DRY BULB

DCW DOMESTIC COLD WATER

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RECIRC

DIA DIAMETER

DN DOWN

DSN DOWN SPOUT NOZZLE

DW DISHWASHER

E EXISTING

EA EACH OR EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EFF EFFICIENCY

ELEV ELEVATION

ENCL ENCLOSURE

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FO FLAT OVAL

FPM FEET PER MINUTE

FS FLOOR SINK

FT FEET

FV FACE VELOCITY

GA GAUGE

GAL GALLON

GD GARAGE DRAIN

GEA GREASE EXHAUST AIR

GPM GALLONS PER MINUTE

HP HORSE POWER

HR HOUR

HT HEIGHT

IN INCH

INWC INCHES OF WATER COLUMN

INWG INCHES OF WATER GAUGE

L LAVATORY OR LOUVER

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNITS

MECH MECHANICAL

MIN MINIMUM

MPSA MEDUIM PRESSURE SUPPLY AIR

MUA MAKE-UP AIR

MVD MANUAL VOLUME DAMPER

NC NOISE CRITERIA OR NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PD PRESSURE DROP

PG PROPYLENE GLYCOL

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIR

RAD RADIUS

RD ROOF DRAIN

RLF RELIEF AIR

RPBP REDUCED PRESSURE BACKFLOW PREVENTOR

SA SUPPLY AIR OR SHOCK ARRESTOR

SEN SENSIBLE

SF SQUARE FEET

SIM SIMILAR

SL SEA LEVEL

SP STATIC PRESSURE

SS SERVICE SINK OR STAINLESS STEEL

TOD TOP OF DUCT

TSP TOTAL STATIC PRESSURE

TYP. TYPICAL

U URINAL

V VENT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH THE ROOF

W WASTE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WCO WALL CLEANOUT

WHA WATER HAMMER ARRESTOR

WPD WATER PRESSURE DROP

WT WEIGHT

Ø ROUND OR DIAMETER

MECHANICAL LEGEND

DETAIL TAG

KEYED NOTE

SECTION CUT LINE

(E)1-256

(E)36

/12 R

A

(E)36/12 SA

(E)36

/12 S

A(E

)24/12

SA

(E)12ø SA

(E)12ø SA

(E)48

/18 TA

(E)48

/18 TA

(E)48

/18 TA

(E)36/18 TA

(E)36/18 TA

(E)36

/18 TA

(E)36

/18 TA

(E)24/12 SA(E)10ø MPSA

(E)14ø MPSA

(E)12ø SA(E)12ø SA

14R2 (E)A2160 400

10 10

10 10

10

11

11

MM

10

1CLASSROOM

201

11

260TYP.4

(E)1-256

(E)36

/12 R

A

(E)36/12 SA

(E)36

/12 S

A(E

)24/12

SA

(E)12ø SA

(E)12ø SA

(E)48

/18 TA

(E)48

/18 TA

(E)48

/18 TA

(E)36/18 TA

(E)36/18 TA

(E)36

/18 TA

(E)36

/18 TA

(E)24/12 SA(E)10ø MPSA

(E)14ø MPSA

(E)46

/14 M

PSA

(E)14ø MPSA

(E)12ø SA(E)12ø SA

14R2 (E)A2160 400

T (E)A

2

10ø EA 10ø EA

12ø

EA

12ø

EA

10ø EA

10ø EA

16/16 EA UP

3

MHP501ON ROOF

EF-1

3

4

5

5

2

2

2 26

7

8

.9

M M

28

360TYP.6

N/A9

TYP. 2

7

MHP501

9

MHP501

SIM.

13

8

MHP501

SIM.

THIS PLAN IS FOR COORDINATION WITH NEW PLUMBING SERVING LEVEL 2.

12CLASSROOM

OFFICE

RESTROOM

187524

STEPHEN G.

CONNOR

ST

ATE

OFUT

AH

LICENSED

PROFE

SSIONAL

ENGINEER

Copyright (C

) 2019 b

y C

olv

in E

ngin

eering A

ssocia

tes, In

c. S

alt L

ake C

ity, U

tah. A

ll rights

reserv

ed. U

nauth

orized c

opyin

g a

nd/o

r use is ille

gal and s

ubje

ct to

pro

secution.

COLVIN ENGINEERINGASSOCIATES

505 East South Temple, Ste 100 / Salt Lake City, Utah 84102-1004Phone 801.322.2400 / colvinengineering.com

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

1/15/2020

01/15/2020

2019.078.00

MECHANICAL PLANS

SALT LAKE CITY SCHOOL

DISTRICT

GLENDALEMIDDLE SCHOOL

CEA 2019-163.00

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

MH101

GENERAL NOTES

KEYED NOTES1 SEE ARCHITECTURAL CEILING PLAN FOR CEILING. COORDINATE

CEILING DEMO TO ACCOMMODATE WORK IN CEILING FOR NEWDUCTWORK.

2 ROUTE BRANCH DUCT THOUGH OPEN WEB ROOF JOISTAPPROXIMATELY IN THIS LOCATION.

3 LINE VERTICAL EXHAUST DUCT.

4 PROVIDE 14” HIGH ROOF CURB FOR MECHANICAL EQUIPMENT.

5 ROUTE DUCTWORK BETWEEN ROOF JOIST.

6 EXHAUST FAN 30 MINUTE WALL TIME SWITCH. COORDINATE EXACTLOCATION AND ELEVATION ON SITE WITH ARCHITECT ANDELECTRICAL.

7 PROVIDE LABEL FOR EXHAUST FAN SWITCH.

8 COORDINATE THERMOSTAT LOCATION WITH RELOCATED WHITEBOARD.

9 INSTALL EXHAUST FAN A MINIMUM 10’-0” FROM ROOF EDGE.

10 REMOVE EXISTING DIFFUSERS.

11 REMOVE EXISTING RETURN AIR GRILLES.

12 RELOCATE THERMOSTAT TO ACCOMMODATE NEW WORK.

13 MANUAL DAMPER IN ACCESSIBLE AREA, TYPICAL.

A. COORDINATE WITH ALL TRADES EXISTING AND NEW MECHANICAL EQUIPMENT, DUCTWORK, DIFFUSERS AND GILLS LOCATION AND ROUTING.

B. COORDINATE LOCATION DIFFUSERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING DRAWINGS.

C. DO NOT ROUTE OR PLACE ANY MECHANICAL EQUIPMENT OR DUCTWORK OVER ELECTRICAL, IDF, MDF, AND COMMUNICATION ROOMS.

D. EXISTING TO REMAIN DUCTWORK AND DIFFUSERS IS SHOWN LIGHT AND WITH A THIN LINE. DEMOLITION DUCTWORK AND DIFFUSERS IS SHOWN DARK WITH BOLD DASHED LINE. NEW DUCTWORK AND DIFFUSERS IS SHOWN DARK AND WITH THICK LINE.

E. ALL RECTANGULAR SUPPLY AND RETURN DUCT TO BE INTERNALLY LINED WITH 1" LINER.

F. ALL CONSTRUCTION TO MATCH EXISTING.G. COORDINATE INSTALLATION WITH EXISTING CEILING GRID. REMOVE

AND REPLACE AS REQUIRED.

0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"1

MECHANICAL DEMOLITION PLAN - LEVEL TWO0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"

2MECHANICAL FLOOR PLAN - LEVEL TWO

0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"3

MECHANICAL REFERENCE PLAN - LEVEL ONESCALE: NONE

AMECHANICAL VIEW

WALL CLEANOUT DETAIL

& SCREW

WASTE OR VENT

CLEANOUT

AT END OF LINE.

LENGTH TO SUIT.

1/8 BEND IF

CLEANOUT OCCURS

WASTE LINE

CAST IRON WASTE LINE.

1/8 CAST IRON BEND

FLOOR LINE

PLUGGED TEE W/

WALL

MAY EXTEND AS A

CHROME WALLCOVER

CLEVIS PIPE HANGER DETAIL

HANGER ROD

CLEVIS HANGERHEAVY DUTY

CLEVIS HANGER

SINGLE HORIZONTAL RUNS

PIPE

SUPPORT NUT

LOCKING NUT

SINGLE HORIZONTAL RUNSWITH VAPOR BARRIER INSULATION

CLEVIS HANGER

SUPPORT NUT

LOCKING NUT

16 GAUGE ZINC COATED

SHEET STEEL SADDLE AT

LEAST 12" LONG.

VAPOR BARRIER

INSULATION

FLOOR DRAIN IN SUSPENDED SLAB DETAIL

SLOPESLOPE

ADJUSTABLE HEAD SET

FLUSH WITH FINISH FLOOR

SAFE PAN FLASHED INTO

CLAMPING COLLAR,PER

SPECIFICATIONS

TRAP PRIMER, WERE CALLED

OUT ON DRAWINGS, CAP

FITTING IF NOT REQUIRED

FINISHED FLOOR

CONCRETE TYP.

SAFE PAN FLASHED INTO

CLAMPING COLLAR, PER

SPECIFICATIONS

USE CALKED OUTLET

TYPE CONNECTION

RETURN AIR SHEETMETAL SOUND BOOT DETAIL

30°30°

12"

12" X 24" RETURN GRILLE

24" X 24" RETURN GRILLE

HANGER

SUPPORT

26 GAUGE SHEETMETAL

12"

TYPICAL OF ALL RETURN AIR GRILLES

4 1/2"

3 1/4"

1" DUCT LINER

SEAL ALL JOINTS

DUCT BOARD PER NFPA 90 WHERE PERMITTED

3 1/2"

4"6" MIN

TYPICAL DUCT TAKEOFF DETAIL

NOTE:

WHEN USING THIS TAKE-OFF FOR

HIGH VELOCITY DUCT SYSTEMS THE

ENTRY OPENING SHOULD BE NOTED:

"NOT TO EXCEED 1500 FPM" TO

AVOID NOISE GENERATION.

BRANCH DUCT

45° ENTRY

PER SMACNA

MAIN DUCT

FLEX DUCT/SPIN-IN FITTING DETAIL

INSULATED SHEET METAL DUCT

BALANCE DAMPER WITH LOCKINGQUADRANT

ROUND RIGID DUCT

WRAP ALL RIGID DUCT W/ FOILFACED 1 1/2" FIBERGLASSDUCT WRAP

FASTEN RIGID DUCT TO SPIN-INFITTING WITH SHEET METAL SCREWS

NO POP RIVETS ALLOWED

#10 X 3/4" SELF TAPPING CADMIUMPLATED SHEET METAL SCREWS ALLSTRAPS TO BE TIGHT AGAINST DUCTAND SUPPORT MEMBERS (TYPICAL)

HANGER STRAPS

EXHAUST FAN AND CURB DETAIL

SEE E.F. SCHEDULE)

FOR SIZE AND TYPE)

(SEE E.F. SCHEDULE

SHEET METAL DUCT

CAULKING

WITH FLEXIBLEPENETRATION

SEAL ROOF

TO CURBSCREW DUCT

FLASHING BY G.C.FLASHING AND COUNTER

ATTENUATING CURB

SCHEDULE, PROVIDEWHERE NOTED ON

(GRAVITY OR MOTORIZED -BACK DRAFT DAMPER -

FINISHED ROOF

12" MINIMUM ABOVE

INSULATED CURB BY MC.

PREFABRICATED AND

EXHAUST FAN

CURBATTACH TO

ATTACH TOFAN

FOAM INSULATION

FULL WIDTH AND

WITH EYELETSANCHOR CABLE

3/4" ELECTROMETRIC

LENGTH OF CURB

SARNAFIL APPROVED ROOFING CONTRACTOR

TYPICAL MANUAL VOLUME DAMPER

DUCT SUPPORT AND SPIN-IN FITTING DETAIL

FIRESTOP THRU CONCRETE FLOOR

#10 X 3/4" SELF TAPPING CADMIUMPLATED SHEET METAL SCREWS ALLSTRAPS TO BE TIGHT AGAINST DUCTAND SUPPORT MEMBERS (TYPICAL) BALANCE DAMPER WITH LOCKING

QUADRANT

WRAP ALL RIGID DUCT W/ FOIL FACED 11/2" FIBERGLASS DUCT WRAP

FASTEN RIGID DUCT TO SPIN-IN FITTING WITHSHEET METAL SCREWS

NO POP RIVETS ALLOWED

ROUND RIGID DUCT

WRAP INSULATED SHEET METAL DUCT

SEE

PLANS PLANS

SEE

12"

HANGER STRAPS

1NO SCALE

6NO SCALE

5NO SCALE

4NO SCALE

2NO SCALE

FLOOR SLAB

STOPPING PROCEDURE. ACTUAL PRODEDURE

DEPENDS UPON ANNULAR SPACE BETWEEN

PIPE AND/OR INSULATION AND OPENING.

FOLLOW MANUFACTURER'S INSTRUCTIONS.

TYPICAL DETAILS SHOWING GENERAL FIRE

NOTE: DAMMING MATERIAL

(BACKER ROD, FIBER-

GLASS, OR MINERAL

WOOL)

FIRE RATED CONCRETEPIPING 3M FIRE BARRIER

CP 25WB CAULK OR

9NO SCALE

8NO SCALE

7NO SCALE

3NO SCALE

187524

STEPHEN G.

CONNOR

ST

ATE

OFUT

AH

LICENSED

PROFE

SSIONAL

ENGINEER

Copyright (C

) 2019 b

y C

olv

in E

ngin

eering A

ssocia

tes, In

c. S

alt L

ake C

ity, U

tah. A

ll rights

reserv

ed. U

nauth

orized c

opyin

g a

nd/o

r use is ille

gal and s

ubje

ct to

pro

secution.

COLVIN ENGINEERINGASSOCIATES

505 East South Temple, Ste 100 / Salt Lake City, Utah 84102-1004Phone 801.322.2400 / colvinengineering.com

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

1/15/2020

01/15/2020

2019.078.00

MECHANICAL/PLUMBINGDETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

CEA 2019-163.00

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

MHP501

AIR DEVICE SCHEDULE

RECOMMENDED MINIMUM DISTANCE BETWEEN DIFFUSERS IN 9' CEILING.

SIZE

22" X 22"

NECK

11

9RETURN

PERFORATED24" X 24"

CODE

PLAN TYPE

& DUTY

FACE

SIZE

0.051200 17 - -- --PAR

TITUSPROVIDE WITH SOUND BOOT

4-WAY

(T50)

MIN THROW

(IN WC)

MAX

TPCEILING

TYPE

MAX

CFM

MIN THROWLEVEL

NC

MAX& MODEL NO

MANUFACTURER

(T50)

2-WAY

MIN THROW

PLANCODE

REMARKS

CFMGRILLE

-

-

VERIFY FRAME TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN BEFORE ORDERING.

(FT) (T50)

MATCH

CEILING

1

2

2

22" X 22"EXHAUST

PERFORATED24" X 24" 0.051200 17 - -- --

PAR

TITUS-

MATCH

CEILING

12"Ø28DIFFUSER

RADIAL BLADE24" X 24" 0.14GRID 470 30 12 -

AIR DIFFUSION PRODUCTS-

DNR-

1

ISLAND SINK VENT DETAIL

WALL

VENT INCABINET

SINK

1

1

EXHAUST FAN SCHEDULE (EF)

GAS PRESSURE REGULATOR SCHEDULE

PLUMBING FIXTURE SCHEDULE

MANUFACTURER

CODE

PLANTYPE

CFM @

ELEV

ESP

@ ELEV RPM

FAN

BHP VOLT/ PH

MOTOR

SONES

DAMPER

(GRAVITYMETHOD OF

CONTROL

OPENING

SIZEWT (LBS)

OPERATING REMARKSAREA

SERVED

EF-1CENTRIFUGAL

1040 1.50 2767 0.557 208/1 26 GRAVITYROOF

18" x 18" 50ACRU-D 101R28D (VF)

HP

5/8 65

%

EFFICIENCY

COOK

MAX

& MODEL NOOR MOTOR)

SEE SPECIFICATION

NOTES

GAS

15

LOAD

(MBH) (CU.FT./H)

DELIVERY

2 LB.

INLET

PRESSURE

(PSIG)

REG-1

PLAN

CODE

SELF-OPERATINGSPRING LOADED

DIAPHRAGM

TYPE

4 OZ.

OUTLET

(OZ./SQ. IN.)

PRESSURE

17

VENT REGULATOR TO EXTERIOR AS REQUIRED UNLESS DEAD-END LOCKUP VENT LIMITER TYPE IS APPROVED BYLOCAL JURISDICTION. COORDINATE VENT ROUTING WITH ARCHITECT IF NECESSARY. MATCH EXISTINGREGULATORS.

FURNISH WITH BACKDRAFT DAMPER ANDROOF CURB

30 MIN WALLTIMER

SWITCH

SCIENCECLASS ROOM

TEMPERED

ROUGH-IN SIZE

DESCRIPTIONPLAN

CODEH.W.C.W.

REMARKS

WASTE VENT

S-11/2"1/2" - 1 1/2" 1 1/2"

SINGLE COMPARTMENT, RECTANGULAR,SELF-RIMMING 18 GA. TYPE 304 STAINLESS

STEEL, COUNTER MOUNT SINK,GOOSENECK SPOUT WITH LEVER

HANDLES,

BOWL: JUST SL-ADA-1617FAUCET: CHICAGO 786-GN8BVBE2-2CPSTRAINER : JUST J-35-SSF

EWSH-1

GV-1

GUARDIAN GBF2150MIXING VALVE: G3800LF

EYEWASH/ SHOWER STATIONRECESSED WALL

1 1/4"1 1/4" 1 1/4" 1 1/4" 1 1/2"

CHICAGO980-909-957-3KAGV

SINGLE NATURAL GAS VALVE -- - - -

FD-1 MANUFACTURE: MIFAB F1000PROVIDE WITH DUCKBILL FLAP TRAP GUARD

FLOOR DRAINWITH HEAVY DUTY STAINLESS STEEL STRAINER

-- - 2" 1 1/2"

1NO SCALE

187524

STEPHEN G.

CONNOR

ST

ATE

OFUT

AH

LICENSED

PROFE

SSIONAL

ENGINEER

Copyright (C

) 2019 b

y C

olv

in E

ngin

eering A

ssocia

tes, In

c. S

alt L

ake C

ity, U

tah. A

ll rights

reserv

ed. U

nauth

orized c

opyin

g a

nd/o

r use is ille

gal and s

ubje

ct to

pro

secution.

COLVIN ENGINEERINGASSOCIATES

505 East South Temple, Ste 100 / Salt Lake City, Utah 84102-1004Phone 801.322.2400 / colvinengineering.com

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

1/15/2020

01/15/2020

2019.078.00

MECHANICAL/PLUMBINGSCHEDULES

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

CEA 2019-163.00

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

MHP601

CLASSROOM

201

4 4

44

CLASSROOM

201

2"FD-1

EWSH-1

S-1

S-1

S-1

S-1

S-1

2" V2" V

2" V

2" V1 1

11

3"VTR

WCO

222

23

2

GV-13/4"

G D

N

10

REG-1

4

MHP501

TYP.

1

MHP501

6

MHP501

TYP.

5

MHP501

TYP.

14

3/4" DCW3/4" DHW

2" W

2" W2" W

5

666

6

6

7

2" W

DN

1 1/

2" V

UP

1 1/

2" V

UP

3/4" G

8

9

99

9

9

9

2" W

UP

1 1/

4" D

HW

1 1/

4" D

CW

11

12

13

13

3/4" DCW3/4" DHW

2" W8

5

MHP501

TYP.

6

MHP501

TYP.

3/4" G UP

2" W UP

1/2" DHW UP

1/2" DCW UP

CLASSROOM

OFFICE

RESTROOM

187524

STEPHEN G.

CONNOR

ST

ATE

OFUT

AH

LICENSED

PROFE

SSIONAL

ENGINEER

Copyright (C

) 2019 b

y C

olv

in E

ngin

eering A

ssocia

tes, In

c. S

alt L

ake C

ity, U

tah. A

ll rights

reserv

ed. U

nauth

orized c

opyin

g a

nd/o

r use is ille

gal and s

ubje

ct to

pro

secution.

COLVIN ENGINEERINGASSOCIATES

505 East South Temple, Ste 100 / Salt Lake City, Utah 84102-1004Phone 801.322.2400 / colvinengineering.com

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

1/15/2020

01/15/2020

2019.078.00

PLUMBING & FIRE

PROTECTION PLANS

SALT LAKE CITY SCHOOL

DISTRICT

GLENDALEMIDDLE SCHOOL

CEA 2019-163.00

1430 ANDREW AVE, SALT LAKE CITY, UT84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PF101

KEYED NOTES1 APPROXIMATE LOCATION OF NEW FIRE SPRINKLERS. PLACE IN

CENTER OF NEW CEILING TILE. REPLACE WITH QUICK RESPONSETYPE HEADS. ALL WORK TO BE IN ACCORDANCE WITH NFPA #13 2018TO ACCOMMODATE SPACE CHANGE.

2 DOMESTIC WATER FROM BELOW.

3 VENT PIPE THROUGH FLOOR FOR FLOOR DRAIN.

4 MAINTAIN OPERATION OF FIRE SPRINKLERS AND PROTECT FIRESPRINKLER HEADS.

5 CONNECT TO EXISTING NATURAL GAS IN THIS APPROXIMATE AREA.

6 PIPES UP TO SINK ABOVE.

7 WASTE PIPE TO EYEWASH STATION.

8 CONNECT TO EXISTING WASTE PIPE FOR SINK IN THIS AREA. SAWCUTFLOOR AND PATCH.

9 SANITARY SEWER ABOVE, SERVING LEVEL 2.

10 MOUNT GAS SHUT OFF VALVES IN ACCESSIBLE LOCATION BELOWTEACHER COUNTER.

11 MIXING VALVE IN CEILING FOR EYEWASH / SHOWER STATION ABOVE.

12 1 1/4" TEMPERED WATER TO EYEWASH / SHOWER STATION ABOVE.

13 CONNECT TO EXISTING DOMESTIC WATER PIPES IN THIS AREA.

14 ISLAND VENT SINK, SEE DETAIL 1/MHP601.

PLUMBING GENERAL NOTESA. COORDINATE PLUMBING PIPE ROUTING AND LOCATION WITH ALL

TRADES.B. PROVIDE ACCESS DOORS TO ALL MIXING VALVES, SHUTOFF VALVES,

ETC.C. DO NOT ROUTE OR LOCATE ANY PLUMBING PIPING OR EQUIPMENT

OVER ANY ELECTRICAL EQUIPMENT, IDF, MDF, AND COMMUNICATION ROOMS.

D. EXISTING PIPE, PIPE ACCESSORIES AND PLUMBING TO REMAIN IS SHOWN LIGHT AND WITH A THIN LINE. DEMOLITION PIPE, PIPE ACCESSORIES AND PLUMBING IS SHOWN DARK WITH BOLD DASHED LINE. NEW PIPE, PIPE ACCESSORIES AND PLUMBING IS SHOWN DARK AND WITH THICK LINE.

E. ALL CONSTRUCTION TO MATCH EXISTING.F. CONTRACTOR TO COORDINATE CEILING REMOVAL WITH GENERAL

CONTRACTOR.

0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"1

PLUMBING DEMOLITION PLAN - LEVEL TWO0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"

2PLUMBING FLOOR PLAN - LEVEL TWO

0' 4' 8' 16'6'SCALE: 1/4" = 1'-0"3

PLUMBING FLOOR PLAN - LEVEL ONE

FIRE PROTECTION GENERAL NOTESA. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY

CALCULATED IN ACCORDANCE WITH NFPA #13, MOST CURRENT ADDITION EDITION.

B. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA#13, MOST CURRENT ADDITION EDITION, INSTALLATION OF SPRINKLER SYSTEMS.

C. FURNISH AND INSTALL NEW PIPE, FITTINGS, SPRINKLER HEADS AS REQUIRED TO COMPLETE THE WORK. ALL MATERIALS TO MATCH EXISTING.

D. NEW SPRINKLER HEADS TO MATCH CEILING TYPE. COORDINATE WITH ARCHITECTURAL SHEETS.

E. ALL PIPING SHALL BE DOMESTIC.F. FITTINGS SHALL BE THREADED, WELDED AND GROOVED IN

ACCORDANCE WITH LISTING AND NFPA #13 REQUIREMENTS.G. SEISMIC BRACING AND FLEXIBLE COUPLINGS SHALL BE PROVIDED AS

REQUIRED FOR SEISMIC PROTECTION.H. PLAIN END OR MECHANICAL TEES SHALL NOT BE USED, UNLESS

REQUIRED FOR FIELD MODIFICATION OF PIPING SYSTEM.I. THE SPRINKLER CONTRACTOR SHALL COORDINATE WITH OTHER

TRADES AND PROVIDE ADDITIONAL OFFSETS AS REQUIRED FOR INSTALLATION. SPRINKLER PIPING SHALL BE REROUTED AS REQUIRED WHERE CONFLICTS OCCUR. SPRINKLER CONTRACTOR'S PRICING SHALL INCLUDE ANY PIPING OFFSETS, OR REVISED CUT LENGTHS.

J. THE ARCHITECT SHALL PROVIDE SCHEMATIC SPRINKLER LAYOUTS ON REFLECTED CEILINGS DRAWINGS, FOR AREAS OF CONCERN. PROVIDE SPRINKLER LAYOUT AS PER ARCHITECTURAL DRAWINGS WHILE MEETING SPRINKLER LISTINGS. COORDINATE WITH ARCHITECT AND ENGINEER WHERE LAYOUTS ARE NOT FEASIBLE AS SHOWN.

K. SHOP DRAWINGS SHALL BE PROVIDED BY THE SPRINKLER CONTRACTOR USING A REVIT COMPATIBLE FORMAT. SUBMIT TO OWNERS INSURANCE REVIEW CONSULTANT, ARCHITECT, AND ENGINEER. AS-BUILT DRAWINGS AND ELECTRONIC DRAWING FILES SHALL BE PROVIDED AT END OF PROJECT BY CONTRACTOR.

L. FIRE SPRINKLER SHOP DRAWINGS, CALCULATIONS, AND MATERIALS SHALL BE SUBMITTED AND REVIEWED BY ENGINEER PRIOR TO SUBMITTING TO OTHER AUTHORITIES HAVING JURISDICTION.

M. FIRE SPRINKLER CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS AND/OR APPROVALS FROM CITY, COUNTY, AND STATE.

N. PRESSURE TEST AND CERTIFY SPRINKLER SYSTEM.O. PIPE ROUTING, ELEVATIONS, SPRINKLER LOCATIONS, ARE SCHEMATIC,

AND SHALL BE USED AS REFERENCE ONLY. INSTALLER SHALL FIELD VERIFY CONDITIONS, AND PROVIDE OFFSETS AS REQUIRED FOR INSTALLATION. DEVIATION FROM SCHEMATIC PLAN SHALL BE APPROVED IN WRITING BY THE ENGINEER, PRIOR TO INSTALLATION.

P. NEW FIRE PROTECTION WORK TO INCLUDE HEADS AND PIPING SYSTEM AS REQUIRED TO MEET NFPA REQUIREMENTS.

Q. NEW PIPING TO BE SCHEDULE 40 STEEL PIPE LISTED FOR FIRE PROTECTION.

R. SEE ARCHITECTURAL PLANS FOR CEILING HEIGHTS.S. SUBMIT FIRE PROTECTION DRAWINGS TO LANDLORD'S/OWNER'S

INSURANCE REVIEW CONSULTANT.T. COORDINATE WITH AHJ FOR SYSTEM DESIGN REQUIREMENTS.U. COORDINATE PIPE ROUTING WITH OTHER TRADES.V. TIGHT CEILING SPACE WILL REQUIRE SOME SPRINKLER LINES TO

OFFSET OVER OR UNDER DUCTWORK, PIPE, OR OTHER OBSTACLES. PROVIDE DRAINS AS REQUIRED.

ELECTRICAL SHEET INDEXEE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES

EE002 SYMBOLS LEGEND

EE501 ELECTRICAL DETAILS

EE502 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING HEIGHT DETAILS

ED101 ELECTRICAL DEMOLITION PLANS

EP100 2ND FLOOR PLAN

EP101A LAB 2040 POWER FLOOR PLAN

EP401 ELEVATION VIEWS

EP600 ELECTRICAL SCHEDULES

EL101 LIGHTING / FIRE ALARM PLAN

ET101 LEVELS 1 & 2 TELECOMMUNICATIONS FLOOR PLAN

ET501 TELECOM DETAILS

ET502 TELECOM DETAILS

FA601 FIRE ALARM RISER

GENERAL ELECTRICAL NOTES

3. EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, ANDCOMMUNICATION SPACES): INSTALL RACEWAYS BETWEEN DECK ANDSTRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS.ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALLCONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLYWITH THESE REQUIREMENTS TO THE ARCHITECT.

4. SUBMITTALS: PROVIDE ORIGINAL ELECTRONIC PDF FORMAT, BOUND,BOOKMARKED (EACH SECTION AND PRODUCT), AND HIGHLIGHTED. JOB NAMEAND SUBCONTRACTOR SHALL BE ON THE FRONT COVER. PREPARE INDEX OFEQUIPMENT SUBMITTED IN EACH TAB.

5. REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURESWITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER ALLDISCREPANCIES TO THE ARCHITECT AND ENGINEER.

6. ALL WORK SHALL BE DONE ACCORDING TO THE CURRENT NATIONAL ELECTRICCODE (NEC), IBC, NFPA, AND IFC. COMPLIANCE AND FINAL APPROVAL IS SUBJECTTO THE ON SITE FIELD INSPECTION OF THE AHJ.

7 TAKE OFF QUANTITIES SHOWN IN SCHEDULE(S) ARE FOR REFERENCE ONLY. THECONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OF THE DEVICES, FIXTURES,EQUIPMENT, RACEWAYS, CONDUCTORS, CABLING, ETC. SHOWN AND SPECIFIEDIN THE CONTRACT DOCUMENTS INCLUDING THE EXTRA MATERIAL SPECIFIED.

1. CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZETHEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS,MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS,CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE EQUIPMENTSUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BESUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIORTO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHEREDISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT(WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THEINTENT OF THE DOCUMENTS SHALL BE ENFORCED.

2. OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL ANDEQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATEDINTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTSFOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION AREINCLUDED IN THE CONTRACT SUM.

A. THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLERFURNISHED THE MATERIALS OR EQUIPMENT.

B. THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNERFURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILLINSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS AREDAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITHTHE TRANSPORT COMPANY AND THE OWNER WILL ARRANGEFOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FORMANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OFMANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER.

C. THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATESOF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING ANDHANDLING OWNER FURNISHED ITEMS AT THE SITE.THE  INSTALLER ISRESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROMDAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, ANDTO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HISOPERATIONS.

DEFINITIONSNOTE: ALL DEFINITIONS MAY NOT BE USED.

INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED.

DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES.

APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS.

FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS."

INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS."

PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE."

INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM.

TECHNOLOGY SYSTEMS: THE TERM "TECHNOLOGY SYSTEMS" IS USED TO DESCRIBE ALL LOW VOLTAGE SYSTEMS GENERALLY REFERRED TO AS "SPECIAL SYSTEMS". THESE SYSTEMS INCLUDE BUT ARE NOT NECESSARILY LIMITED TO ALL SYSTEMS WHICH UTILIZE VOLTAGES OF LESS THAN 71 VOLTS SUCH AS SOUND SYSTEMS, VIDEO SYSTEMS, TV SYSTEMS, SECURITY SYSTEMS, VOICE AND DATA CABLING SYSTEMS, ETC...

ABBREVIATIONSNOTE: ALL ABBREVIATIONS MAY NOT BE USED.

kV KILOVOLT

kVA KILOVOLT AMPERE

kVAR KILOVOLT AMPERE REACTIVE

kW KILOWATT

kWh KILOWATT HOUR

LED LIGHT EMITTING DIODE

LFMC LIQUID TIGHT FLEXIBLEMETAL CONDUIT

LFNC LIQUID TIGHT FLEXIBLENONMETALLIC CONDUIT

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNATELEVISION SYSTEM

MAX MAXIMUM

MC METAL CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTION

MDP MAIN DISTRIBUTION PANEL

MG MOTOR GENERATOR

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENTPROTECTION

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIOANL ELECTRICALMANUFACTURERSASSOCIATION

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTIONASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OCP OVER CURRENT PROTECTION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/ OWNERINSTALLED

OFP OBTAIN FROM PLANS

OH DR OVERHEAD (COILING) DOOR

OL OVERLOAD

PB PUSHBUTTON

PF POWER FACTOR

PH PHASE

PNL PANEL

PT POTENTIAL TRANSFORMER

PTZ PAN/TILT/ZOOM

QTY QUANTITY

R REMOVE

RCP REFLECTED CEILING PLAN

RMC RIGID METAL CONDUIT

RNC RIGID NONMETAL CONDUIT

RPM REVOLUTIONS PER MINUTE

RR REMOVE AND RELOCATE

S/S START/STOP

SCA SHORT CIRCUIT AMPS

SCBA STANDARD COLOR ASSELECTED BY ARCHITECT

SF SQUARE FOOT (FEET)

SFBA STANDARD FINISH ASSELECTED BY ARCHITECT

SPDT SINGLE POLE, DOUBLETHROW

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

ST SINGLE THROW

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TL TWIST LOCK

TP TELEPHONE POLE

TP TWISTED PAIR

TTB TELEPHONE TERMINALBOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGESUPPRESSER

TYP TYPICAL

UF UNDERFLOOR

UGND UNDERGROUND

UPS UNINTERRUPTIBLE POWERSUPPLY

V VOLTS

VA VOLT AMPERE

VFC/VFD

VARIABLE FREQUENCYMOTOR CONTROLLER

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

1P SINGLE POLE

1PH SINGLE-PHASE

1WAY ONE-WAY

2/C TWO-CONDUCTOR

2WAY TWO-WAY

3/C THREE-CONDUCTOR

3WAY THREE-WAY

4OUT QUADRUPLE RECEPTACLEOUTLET

4PDT FOUR-POLE DOUBLE THROW

4PST FOUR-POLE SINGLE THROW

4W FOUR-WIRE

4WAY FOUR-WAY

A ABOVE COUNTER

AC ARMORED CABLE

ADA AMERICANS WITHDISABILITIES ACT

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTINGCAPACITY

ALUM ALUMINUM

AMP AMPERE

ANN ANNUNCIATOR

AP ACCESS POINT (WIRELESSDATA)

AR AS REQUIRED

ASC AMPS SHORT CIRCUIT

ATS AUTOMATIC TRANSFERSWITCH

AV AUDIO VISUAL

AWG AMERICAN WIRE GAGE

BBXFMR

BUCK-BOOST TRANSFORMER

C CEILING MOUNTED

CATV COMMUNITY ANTENNATELEVISION

CB CIRCUIT BREAKER

CCBA CUSTOM COLOR ASSELECTED BY ARCHITECT

CCTV CLOSED CIRCUIT TELEVISION

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFBA CUSTOM FINISH ASSELECTED BY ARCHITECT

CKT CIRCUIT

CM CONSTRUCTION MANAGER

CND CONDUIT

CO CONVENIENCE OUTLET

COR CONTRACTING OFFICER'SREPRESENTATIVE

CP CONTROL PANEL

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

dBA UNIT OF SOUND LEVEL

DPDT DOUBLE POLE, DOUBLETHROW

DS DISCONNECT SWITCH

EA EACH

EM EMERGENCY

EMT ELECTRICAL METALLICTUBING

ENT ELECTRIC NONMETALLICTUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

EX EXISTING

F FURNITURE MOUNTED

FA FIRE ALARM

FCP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPS

FMC FLEXIBLE METAL CONDUIT

FOB FREIGHT ON BOARD

FVNR FULL VOLTAGENON-REVERSING

FVR FULL VOLTAGE REVERSING

G GROUND

GEN GENERATOR

GFCI GROUND FAULTINTERRUPTER

GFP GROUND FAULT PROTECTION

HD HEAVY DUTY

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSE POWER

HPF HIGH POWER FACTOR

HPS HIGH PRESSURE SODIUM

HV HIGH VOLTAGE

HZ HERTZ

I/O INPUT/ OUTPUT

IG ISOLATED GROUND

IMC INTERMEDIATE METALCONDUIT

IN/IS INSULATED/ ISOLATED

IR INFRARED

J-BOX JUNCTION BOX

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

SHEET INDEX,ABBREVIATIONS, ANDGENERAL NOTES

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EE001

DEFERRED SUBMITTALS

Delegated Deferred Design Submittals to be provided by Contractor

FIRE ALARM SYSTEM

Provide complete digital addressable fire alarm system in compliance with current NFPA and all local building and fire alarm codes specific to this project. The systems shall be designed by a NICET-certified, fire alarm technician, Level III minimum.

The Fire Alarm drawings, risers, and specifications are shown as a basis of design to show intent for bidding, final documents with calculations specifying all required devices, cabling, equipment, and programing are to be provided by the contractor. The contractors bid shall include the full fire alarm system required and not limited to the devices and typical riser diagram shown.

See basis of design drawings and specifications for intended design. Comply with the Code Analysis and building construction types of this project, see Architectural drawings and specifications for building type, occupancy, fire wall separations, and other requirements that will have an effect on the fire alarm system design.

OVERCURRENT PROTECTIVE DEVICE STUDY AND ARC-FLASH STUDY REPORT & LABELING.

Provide the following items listed below and comply with additional requirements as provided. See specifications.

1. Coordination-study input data, including completed computer program input data sheets.2. Study and equipment evaluation reports.3. Overcurrent protective device coordination study report; signed, dated, and sealed by a qualified professional engineer. Overcurrent protection shall coordinate to 0.3 seconds on normal power and to 0.1 seconds on emergency power. 4. Arc-flash study input data, including completed computer program input data sheets.5. Arc-flash study report; signed, dated, and sealed by a qualified professional engineer.

a. Submit study report for action prior to receiving final approval of the distribution equipment submittals. If formal completion of studies will cause delay in

equipment manufacturing, obtain approval from Architect for preliminary submittal of sufficient study data to ensure that the selection of devices and associated characteristics is satisfactory.

SEISMIC CONTROL FOR ELECTRICAL SYSTEMS

Provide the following items listed below and comply with additional requirements as provided. See specifications.A. Product Data: For each type of product.1. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and

size of seismic-restraint component used.a. Tabulate types and sizes of seismic restraints, complete with report numbers and rated

strength in tension and shear as evaluated by an agency acceptable to authorities having jurisdiction.

b. Annotate to indicate application of each product submitted and compliance with requirements.

B. Delegated-Design Submittal: For each seismic-restraint device.1. Include design calculations and details for selecting seismic restraints complying with

performance requirements, design criteria, and analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

2. Design Calculations: Calculate static and dynamic loading caused by equipment weight, operation, and seismic and wind forces required to select seismic and wind restraints and for designing vibration isolation bases.a. Coordinate design calculations with wind load calculations required for equipment

mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors.

3. Seismic-Restraint Details:a. Design Analysis: To support selection and arrangement of seismic restraints. Include

calculations of combined tensile and shear loads.b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the

restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices.

c. Coordinate seismic-restraint and vibration isolation details with wind-restraint details required for equipment mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors.

d. Preapproval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations).

C. Deferred Submittals for the Authority Having Jurisdiction (AHJ) shall be as required by IBC 106.3.4.2.

1. Deferred submittals of seismic restraint of nonstructural components must be submitted to the AHJ a minimum of two weeks prior to the planned installation in order to allow for plan review and forwarding to inspectors. In the event that the submittal is deficient additional time may become necessary.

2. No deferred submittal element shall be installed until AHJ approval has been received.

3. If seismic restraints of nonstructural components are installed prior to receiving AHJ approval they shall not be covered or concealed until plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs.

4. Deferred Submittals are required for:a. Electrical distribution equipment (switchboards, panelboards, transformers, ATS, MCC's

etc.).b. Generators, batteries, UPS.c. Conduit racks.d. Cable trays.e. Lighting fixtures.f. Control Panels

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

SYMBOLS LEGEND

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EE002

SWITCH, TOGGLE MOTOR STARTER WITH OVERLOADPROTECTION.

ST

75 TRANSFORMER: NUMBER INDICATES kVA.

DISCONNECT SWITCH, FUSED.

STARTER, COMBINATION WITH DISCONNECT SWITCH.

PUSHBUTTON.

PANELBOARD CABINET, FLUSH MOUNTED.

PANELBOARD CABINET, SURFACE MOUNTED, 1 SECTION.

PANELBOARD CABINET, SURFACE MOUNTED, 2 SECTION.

DP#__DISTRIBUTION PANEL OR SWITCHBOARD.

ELECTRICAL POWER AND DISTRIBUTION

SYMBOL DESCRIPTION

SYMBOLS LEGEND

LOW VOLTAGE DIGITAL LIGHTING CONTROL SWITCH: LETTER "z1,z2" INDICATES ZONING WHERE SHOWN (REFER TO PLANS, SCHEDULES, AND DETAILS FOR EXACT BUTTON CONFIGURATION AND PROGRAMMING REQUIREMENTS)

z1,z2

DIGITAL LIGHTING ROOM CONTROLLER, "1C2" IS A UNIQUE CONTROLLER IDENTIFICATION TAGRC

1C2

DIGITAL LIGHTING DIMMING CONTROLLER, "1C1" IS A UNIQUE CONTROLLER IDENTIFICATION TAGDC

1C1

LLIGHTING SPACE CONTROL TYPE. X INDICATES TYPE. SEESCHEDULE / DIAGRAM.

X

LIGHTING NETWORK SEGMENT MANAGERSM

VACANCY SENSOR, DUAL TECHNOLOGY,OMNI-DIRECTIONAL, CEILING.

LIGHTING CONTROL

OCCUPANCY SENSOR, DUAL TECHNOLOGY,OMNI-DIRECTIONAL, CEILING.

PHOTOCELL.P

FIXTURE ID:(D420) INDICATES FIXTURE TYPE AS SCHEDULED(D420)

1C1e

z1

"1C1e" INDICATES ROOM/DIMMING CONTROLLER CIRCUITING"z1" INDICATES ZONE CIRCUITING.EMERGENCY WITH BATTERY PACK, CONNECTED TO GENERATOR AS INDICATED

FIXTURE ID:(D420) INDICATES FIXTURE TYPE AS SCHEDULED(D420)

1C1

z1

"1C1" INDICATES ROOM/DIMMING CONTROLLER CIRCUITING

"z1" INDICATES ZONE CIRCUITING.

EXIT SIGN: DOUBLE FACE; WALL MOUNTED

EXIT SIGN: SINGLE FACE; CEILING MOUNTED

EXIT SIGN: DOUBLE FACE; CEILING MOUNTED

LIGHTING (REFER TO FIXTURE SCHEDULE FOR SYMBOLS)

EM EMERGENCY.

EGRESS DIRECTION ARROW (EXIT SIGNS).

LOW VOLTAGE LIGHTING TRANSFORMER.LV

SYMBOL DESCRIPTION

SYMBOLS LEGEND

KITCHEN EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XKP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.

XKP

X-X

MECHANICAL EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XMDP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.

XMDP

X-X

CONTRACT LIMIT LINE: DASHDOT, WIDE LINE.

DEMOLITION LINE: DASHED, MEDIUM LINE

EXISTING TO REMAIN LINE: THIN LINE.

HIDDEN FEATURES LINE: HIDDEN, THIN LINE

NEW LINE: MEDIUM LINE.

BREAK, ROUND

BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING

REVISION INDICATOR.1

KEYNOTE INDICATOR.1

ROOM IDENTIFIER WITH ROOM NAME AND NUMBER.ROOM NAME

100

ELEVATION OR SECTION INDICATOR, INTERIOR: A5 INDICATESELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWINGSHEET WHERE ELEVATION OR SECTION IS SHOWN.

A5

E-201

ELEVATION OR SECTION INDICATOR, EXTERIOR: A5 INDICATESELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWINGSHEET WHERE ELEVATION OR SECTION IS SHOWN.

A5

E-201

DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E-501INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN.

A5

E-501

REFERENCE AND LINE SYMBOLS

TWO-WAY EMERGENCY COMMUNICATION DEVICE PER IBC, WALL MOUNTED IN RECESSED BOX.

STRUCTURED CABLING

TELEPHONE, WALL MOUNTED ("X" INDICATES QUANTITY OFCABLES).

X

DATA CONNECTION: WIRELESS ACCESS POINT (WAP). REQUIRES (2) DATA DROPS PER DEVICE

TELEPHONE, WALL MOUNTED: WALL PHONE.W

OUTLET, DATA COMMUNICATION ("X" INDICATES QUANTITY OFCABLES).

X

OUTLET, BUILDING STANDARD COMBINATION TELEPHONE/ DATACOMMUNICATION.

TELEPHONE TERMINAL BOARD, FIRE TREATED PLYWOODPAINTED.

LAN RACK, FLOOR STANDING.

DATA CABLE, CATEGORY 5 (ONE-LINE DIAGRAM).D

VOICE CABLE, CATEGORY 3 (ONE-LINE DIAGRAM).V

MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR REQUIREMENTS.

LADDER RACK.

JUNCTION BOX, CEILING.CJ

EARTH GROUND (ONE-LINE DIAGRAM).

CABLE TRAY ABOVE ACCESSIBLE CEILING.C C

JUNCTION BOX, SECURITY SYSTEM. PROVIDE CONDUIT AND ROUGH-IN PER SECURITY DRAWINGS.SEJ

JUNCTION BOX, SYSTEMS FURNITURE COMMUNICATIONCONNECTION.SCJ

JUNCTION BOX.J

CONDUCTOR & CONDUIT ("CC") SCHEDULE INDICATOR. REFERTO ONE-LINE DIAGRAM.

1

CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK.

LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE.

BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OFARROWS INDICATES NUMBER OF CIRCUITS. LETTER ANDNUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS.NUMBER IN BOX REFERS TO THE CONDUCTOR AND CONDUITSCHEDULE. FOR BRANCH WIRING USE #12 CONDUCTORS,EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCESEXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS.

A-1,3,5

1

WIRING.

WIRING METHODS

SYMBOL DESCRIPTION

SYMBOLS LEGEND

RECEPTACLE, SINGLE PLEX, WITH USB OUTLET

SWITCH, WEATHERPROOF.WP

RECEPTACLE, DUPLEX, TAMPER RESISTANT: NEMA 5-20R.T

SWITCH, TIMER OPERATED.T

SWITCH, DOOR.DS

SWITCH, KEY OPERATED.K

FLUSH FLOOR BOX. "#" SHOWN ON DRAWINGS. REFER TOWIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONSFOR CONFIGURATION AND DEVICES.

FB#

FLUSH FIRE RATED POKE THRU. "#" SHOWN ON DRAWINGS.REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICALSPECIFICATIONS FOR CONFIGURATION AND DEVICES.

PT#

SWITCH, SINGLE POLE ("x" INDICATES FIXTURES CONTROLLED).X

R RECEPTACLE, RANGE: NEMA 14-50R.

MULTI-OUTLET ASSEMBLY: NEMA 5-20R.J

DROP CORD. SEE DETAIL.D

RECEPTACLE, QUADRAPLEX: NEMA 5-20R.

RECEPTACLE, QUADRAPLEX WITH GROUND FAULT CIRCUITINTERRUPTER: NEMA 5-20R.

RECEPTACLE, SPECIAL PURPOSE. PROVIDE RECEPTACLE TOMATCH EQUIPMENT PLUG.

D RECEPTACLE, DRYER: NEMA 14-30R.

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUITINTERRUPTER: NEMA 5-20R.

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUITINTERRUPTER, WEATHERPROOF: NEMA 5-20R.WP

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WET LABEL, "WEATHERPROOF IN USE": NEMA 5-20R.W

DF

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, DRINKING FOUNTAIN: CONCEAL WATER COOLER RECEPTACLE BEHIND WATER COOLER. SEE MECHANICAL/PLUMBING SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS.

RECEPTACLE, DUPLEX, CEILING: NEMA 5-20R.C

RECEPTACLE, DUPLEX, ABOVE COUNTER: NEMA 5-20R.A

RECEPTACLE, DUPLEX: NEMA 5-20R.

WIRING DEVICES

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

EQEQ

EQEQ

EQ

KING STUD/ FRAMING

(TYP)

FIRE ALARMHORN/STROBE

(TYP)

WALL SWITCH (TYP)

VOLUME CONTROL

(TYP)

ENVIRONMENTALCONTROLS

(THERMOSTAT)

DUPLEXRECEPTACLE

(TYP)

DATARECEPTACLE

(TYP)

CARD READER

FIRE ALARMPULL STATION

ALIG

N(T

YP

)

SIGNAGE (SEE ARCHITECTURAL PLANS AND

DETAILS FOR LOCATIONSAND MOUNTING HEIGHTS)

DOOR(TYP)

ALIG

N(T

YP

)A

LIG

N(T

YP

)

FINISHED FLOOR FINISHED FLOOR

ALIGN(TYP)

ALIG

N(T

YP

)

ALIG

N(T

YP

)

NOTE:TIE WIRE SHALL NOT BE USED AS A COMPONENT OF ANY RACEWAY HANGER SYSTEM.

STRUCTURAL UNIT

BEAM, CLAMP ORHANGER CLAMP AS

REQUIRED BY WEIGHTSUPPORTED

STRUCTURAL UNIT

RACEWAY - .5" THROUGH 1"

RACEWAY -.5" THROUGH 1"

BEAM, CLAMP OR HANGERCLAMP AS REQUIRED BY

WEIGHT SUPPORTED

CONDUIT HANGER

RACEWAY, .5" THROUGH 6"

ALL THREAD - SIZE AS REQUIRED

RACEWAY .5" TO 6" (TYP)

ALL THREADED ROD -SIZE AS REQUIRED

STRUCTURALBEAM, JOIST,SLAB, ETC.

UNISTRUT CHANNEL - SIZE ASREQUIRED BY WEIGHT SUPPORTED

CONDUIT CLAMP - .5" TO 1"UNISTRUT 2 PIECE CHANNEL

PIPE STRAPS - 1.25" TO 6"

BEAM CLAMP, HANGERCLAMP OR APPROVED

SUPPORT, AS REQUIRED BYWEIGHT SUPPORTED

CP 25WB CAULK

CONDUIT ORINSULATED CABLES

FIRE RATED CONCRETEFLOOR SLAB

DAMMING MATERIAL(BACKER ROD, FIBERGLASSOR MINERAL WOOL)

UL System No. C-AJ-1427, C-AJ-3021, C-AJ-3029, C-AJ-3030 C-AJ-3031, C-AJ-3041, C-AJ-3044, C-AJ-3058, and C-AJ-3080

FIRE RATED CONCRETE/CONCRETE BLOCK WALL

INSULATED CABLES

CP 25WB CAULK ONBOTH SIDES OF WALL

NONMETALLIC SLEEVEMAY EXTEND A MAXIMUM

2" (51 mm) BEYONDTHIS WALL SURFACE

DAMMING MATERIAL(BACKER ROD, FIBERGLASS

OR MINERAL WOOL)

UL System No. C-AJ-1427, C-AJ-3021, C-AJ-3029, C-AJ-3030 C-AJ-3031, C-AJ-3041, C-AJ-3044,

C-AJ-3058, and C-AJ-3080

WOOD OR STEEL STUD

ALUMINUM FOIL TAPE

ONE WRAP OF 3MBARRIER FS-195WRAP/STRIP 2" WIDE,INSTALLED FOIL SIDE OUT

METALLIC CONDUIT

2 HOUR FIRE RATEDGYPSUM WALL BOARD

.25" MIN DIAMETERBEAD OF 3M FIRE

BARRIER CP 25 CAULKOR MP MOLDABLE

PUTTY

UL System No. W-L-1001, W-L-1003, W-L-1009, W-L-1010, W-L-1016, W-L-1017, W-L-1032, W-L-1037, W-L-1082, W-L-11146,

NOTES:

1. TYPICAL FOR WOOD AND METAL STUD ROUGH-IN.

2. PLASTER RINGS NOT SHOWN.

3. LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND WITH ALL APPLICABLE SHOP DRAWINGS.

4. IN ACCORDANCE WITH IBC 714.3.2 EXCEPTION 1, OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE IN A RATED FIRE SEPARATION WALL MUST BE SEPARATED BY A MINIMUN OF 24" HORIZONTAL DISTANCE.

5. IN NON-RATED WALLS, OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY 16" FOR SOUND ATTENUATION.

TYPICALOUTLET BOX

BAR STRAPS

AS REQUIRED FOR TYPEOF CONSTRUCTION.

PROVIDE CONDUIT SUPPORTS INACCORDANCE WITH NECSPACING REQUIREMENTS FORTYPE OF RACEWAY REQUIRED.BAR STRAPS

TYPICALWALLOUTLETS

TYPICALOUTLET BOX

BAR STRAPS

FIXTURE CLAMP - PROVIDEONE PER SIDE OF FIXTURE.

LAY-IN CEILING GRID SYSTEMRECESSED TROFFER

WIRE HANGER AT EACH CORNER OF FIXTURE (TYP)

INDEPENDENT OF CEILING SUPPORT SYSTEM.

SCALE: 1/2" = 1'-0"2TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL

SCALE: 1/8" = 1'-0"5TYPICAL RACEWAY SUPPORT METHODS DETAIL

SCALE: 1/8" = 1'-0"9TYPICAL CONDUIT RACK DETAIL

SCALE: NTS

TYPICAL FIRE STOP FORCABLES/CONDUIT THROUGHCONCRETE FLOORING

8

SCALE: NTS

TYPICAL FIRE STOP FORCABLES/CONDUIT THROUGHCONCRETE WALLS

4

SCALE: NTS

FIRE STOP FOR METAL CONDUITTHROUGH GYPSUM WALL BOARD

6

SCALE: NTS3TYPICAL ROUGH-IN REQUIREMENTS DETAIL

SCALE: NTS

RECESSED FIXTURE MOUNTING DETAIL1

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

ELECTRICAL DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EE501

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

FLEXIBLECONDUIT (VINYL

CLAD)

SEISMIC OREXPANSION JOINT

PROVIDE MOISTUREPROOFING AS REQUIRED

STRUCTURALMEMBER (BEAM,

JOIST, ETC)

FLOOR ORROOF

STRUCTURE

CONDUIT

STRUCTURAL UNIT

SEISMIC OREXPANSION JOINT

JUNCTION BOX(SIZE AS REQUIRED)

CONDUIT

CONDUITCLAMP

CONDUIT

FLEXIBLE CONDUIT(VINYL CLAD)

JUNCTION BOX(SIZE AS REQUIRED)

FLOOR LINE

NOTE:TIE WIRE SHALL NOT BE USED AS ACOMPONENT OF ANY RACEWAYHANGER SYSTEM.

STRUCTURALUNIT

AUTO

ON

OFFWHT/BLK

WHT/YEL

ORG

ORG

MOTOR(.75 HP MAX)

HOT

NEUTRAL

WHT/BLU

120V AC

24V AC/DC

COM

THERMALSWITCH

SCHEMATIC DIAGRAMLAYOUT DIAGRAM

THERMAL SWITCH

RELAY

MOTOR

FUNCTIONAL DEVICESINC. RIB2401SB

NOTE: THERMAL SWITCH AND RELAY MUST BE MOUNTEDWITHIN SIGHT OF MOTOR BEING CONTROLLED.

FLOOR

FLOOR ABOVE

WALL

WALL

CABLES

CABLES

FIRE SEALPENETRATION

BOXES ON OPPOSITE SIDES OF WALL

STUD INBETWEEN

24"MIN

SCALE: NTS1120V FRACTIONAL MOTOR CONTROL

SCALE: NTS6CABLE SUPPORT DETAIL

SCALE: NTS5CONDUIT EXPANSION JOINT DETAIL

SCALE: NTS8BOX MOUNTING DETAILS

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

ELECTRICAL DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EE502

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

3 5

4

BELLFIRE ALARM PULL STATIONSMOKE DETECTOR

ON SLOPED CEILING (PEAKED)

AUDIBLE, VISIBLE, OR AUDIBLE/VISIBLE DEVICE

PULL STATION

SMOKE DETECTOR ADJACENT TO SUPPLY AIR

SMOKE DETECTOR BETWEEN BEAMS

DIFFUSER(SUPPLY OR

RETURN)FINISH FLOOR

WALL MOUNTED SMOKE DETECTOR

AUDIBLE, VISIBLE, OR AUDIBLE/VISIBLE DEVICE

FIRE ALARM CONTROL

PANEL "FCP"FIRE SYSTEM

ANNUNCIATOR "FSA"SMOKE DETECTOR

ON SLOPED CEILING (SHED)

S = SPACEBETWEENDETECTOR

S

HEAT DETECTOR BETWEEN BEAMS

48"

MA

X

90"

MIN

, 96"

MA

X

80"

60"

84"

4"

MIN

3' MIN

6"

MIN

12"

MA

X

12"

MA

X

12' M

AX

3'MAX

SS

1/2 S

D

H

W

3'-0"3'-0"

1/2 S S S 1/2 S

>7°

OTHER THAN LOW CEILINGS

LOW CEILINGS

6" MAX

LOW CEILING

(WHERE IT IS NOT POSSIBLE TO MOUNT DEVICE WITH

LENS ABOVE 80" AFF)

LIGHT FIXTURE PENDANT EXIT SIGNS

EXIT

FINISH FLOOR

WALL MOUNTED PENDANT

LIGHT FIXTURE

HE

IGH

TA

S N

OT

ED

HE

IGH

T P

ER

ELE

VA

TIO

N O

RA

S N

OT

ED

18"

MIN

36"

MA

X

2

DUPLEX RECEPTACLE

DUPLEX RECEPTACLE

RECEPTACLES WALL PHONE PAY PHONE

FINISH FLOOR

COMMUNICATION

WALL BRACKET TVNO SPECIAL REQUIREMENTS

GENERAL USE:

FOR SPECIAL EQUIPMENT

DEDICATED RECEPTACLE

COUNTER - TYPICAL

ABOVE

RECEPTACLES ABOVE OR BELOW COUNTER

WINDOW

ORCOMMUNICATIONSRECEPTACLE

COMMUNICATIONSRECEPTACLE

COUNTER TOP

GROMMET

COMMUNICATIONSRECEPTACLE

48"

MA

X

CO

OR

DIN

AT

EW

ITH

EQ

UIP

ME

NT

CO

OR

DIN

AT

EH

EIG

HT

WIT

HE

QU

IPM

EN

T

48"

MA

X

±46"

MA

X(V

ER

IFY

HE

IGH

TO

F B

AC

KS

PLA

SH

)

16"

MIN

2'-0"

16"

MIN

INACCESSIBLE OUTLET

LESS THAN 15" ABOVEFLOOR PERMISSIBLE

30" X 48" CLEAR FLOORSPACE PERPENDICULAR TOTHE WALL FOR A FORWARD

REACH TO CONTROLS

ADDITIONAL OUTLET INACCESSIBLE

LOCATION

FORWARD REACHTO LIGHT ANDFAN SWITCHESAS WELL ASTHERMOSTAT

48"

MA

X18"

MIN

LESS THAN 2' GENERAL USE: ADASWITCHES STANDARD DOOR CONTROL STATION

FINISH FLOOR

DOOR WITH SIDELIGHT

GREATER THAN 2'

DOOR WITH SIDELIGHT

AT LATCH SIDE

PLACE FOR SWITCH

CABINETS

DOOR WITH NO

COMBINATION 48" MAX

PLATE FOR SWITCH AND

RECEPTACLE IN

RESIDENTIAL BATHROOM

LIGHTING

SWITCHLOCATION

SWITCHLOCATION SIDELIGHT

LESS THAN 2'

SIDELIGHTGREATER

THAN 2'

SWITCHLOCATION

SWITCHLOCATION

METALFRAME

METALFRAME

48"

MA

X

48"

MA

X

48"

MA

X

1

COMMUNICATIONS RECEPTACLE

COMMUNICATIONS RECEPTACLE

RECEPTACLES TILE WALLSDRINKING FOUNTAINWALL BRACKET TV FOR SPECIAL EQUIPMENT

DEDICATED RECEPTACLE

MIRROR

FINISH FLOOR

DUPLEX

NO SPECIAL REQUIREMENTS

GENERAL USE:

DUPLEXRECEPTACLE

CENTERIN TILE

DO NOT LOCATEABOVE SINK

WALLWALL

COORDINATELOCATION OFDUPLEX OUTLETWITHEQUIPMENTSUPPLIER

MOUNT DUPLEXOUTLET BEHINDWATER COOLER

REGULAR HANDICAPPED

DRINKING FOUNTAIN - SIDE ELEVATIONS

REFER TO ARCHITECTURAL ELEVATIONS FORPLACEMENT OF OUTLETS.

RECEPTACLES BELOW COUNTER

WINDOW

FULL HEIGHT

COUNTER TOP

GROMMET

DUPLEX RECEPTACLE

DUPLEXRECEPTACLE

VENDING MACHINES

REFRIGERATORS AND

RECEPTACLES ABOVE COUNTER

WITH BACKSPLASHWITHOUT BACKSPLASH

COUNTER TOP

BACKSPLASH

2'-0"

CO

OR

DIN

AT

EH

EIG

HT

WIT

HE

QU

IPM

EN

T

48"

MA

X

48"

MA

X

16"

MIN

60"

16"

MIN

6"

MA

X

6"

MA

X

SCALE: NTSA1FIRE ALARM MOUNTING DETAILS

SCALE: NTSD2LIGHTING MOUNTING DETAILS

SCALE: NTSD3COMMUNICATIONS MOUNTING DETAILS

SCALE: NTS

ADA DETAILC2

SCALE: NTSC3SWITCH MOUNTING DETAILS

SCALE: NTSB2RECEPTACLE MOUNTING DETAILS

1. DETERMINE MOUNTING HEIGHTS OF ELECTRICAL AND ELECTRONIC EQUIPMENT INTHE FOLLOWING ORDER OF PRIORITY:

1 - ELEVATIONS (ARCHITECTURAL, ELECTRICAL, MECHANICAL, ETC).

2 - EQUIPMENT SHOP DRAWINGS.

3 - FIELD INSTRUCTIONS.

2. LOCATE RECEPTACLES SERVING THE SAME TYPE OF USE AT A UNIFORM HEIGHTUNLESS DIRECTED OTHERWISE.

3. MECHANICAL, ELECTRICAL, AND COMMUNICATION ROOMS: COORDINATE LOCATIONOF LIGHTING AND POWER RECEPTACLES WITH EQUIPMENT, PIPING, ANDDUCTWORK. DO NOT INSTALL RECEPTACLES BEHIND EQUIPMENT OR WHEREOTHERWISE INACCESSIBLE. POSITION LIGHTING REGARDLESS OF WHERE SHOWNON DRAWING TO PROVIDE PROPER ILLUMINATION.

4. MOUNT RECEPTACLE BOXES FOR SWITCHES AND RECEPTACLES WITH LONG AXISOF THE DEVICE VERTICAL UNLESS OTHERWISE INDICATED.

5. SET BOXES WITH PLASTER RINGS FLUSH WITH FINISHED SURFACE.

6. LOCATE BOX COVERS OR DEVICE PLATES SO THEY WILL NOT SPAN DIFFERENTTYPES OF BUILDING FINISHES EITHER VERTICALLY OR HORIZONTALLY.

7. VERIFY ALL DOOR CONDITIONS ON ARCHITECTURAL DRAWINGS PRIOR TOINSTALLING SWITCHES.

8. LOCATE WIREING DEVICES WHICH ARE ADJACENT AND ARE COMPATIBLE VOLTAGESIN ONE PLATE.

9. WHERE DEVICES ARE LOCATED IN CLOSE PROXIMITY OF THE SAME VERTICALPLANE, ALIGN DEVICES VERTICALLY PER THE TYPICAL WALL MOUNTED DEVICESALIGNMENT DETAIL, UNLESS OTHERWISE INDICATED.

1. LOCATE RECEPTACLES BEHIND DRINKING FOUNTAINS.

2. REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS.

3. LOCATE AT BOTTOM OF BEAMS (OR JOISTS) OR AT CEILING. (REDUCE SPACING BY.5 PERPENDICULAR TO BEAM OR JOIST DIRECTION.) FOR OTHER CONDITIONS,REFER TO NFPA 72.

4. LOCATE DETECTOR ANYWHERE IN SHADED AREA BUT NOT IN TOP 4" OF PEAK.

5. LOCATE AT BOTTOM OF BEAMS IF D/H < .1 OR W/H < .4; OTHERWISE, LOCATE INBEAM POCKET. FOR D > 4 REDUCE SPACING .33 PERPENDICULAR TO BEAMS.

SHEET KEYNOTES

GENERAL SHEET NOTES

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

TYPICAL MOUNTING HEIGHTDETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EE701

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

J J

1

2

3

4

C

C

2LC1-10 2LC1-10 2LC1-10 2LC1-8 2LC1-8 2LC1-8 2LC1-6 2LC1-6 2LC1-6 2LC1-4 2LC1-4

2LC1-4

2LC1-2

2LC1-2

2LC1-17 2LC1-172LC1-172LC1-172LC1-172LC1-192LC1-192LC1-192LC1-212LC1-212LC1-21

2LC1-12

2LC1-12

2LC1-12

5

5556 66

EP401

2

EP401

1

7

WAP

8

a b b b

a b b b

a b b b

ab

ab

GENERAL SHEET NOTES

SHEET KEYNOTES1 PROJECTOR TO BE REMOVED AND RELOCATED BY DISTRICT.

2 SMART BOARD TO BE REMOVED AND RELOCATED BY SCHOOL DISTRICT.

3 RELOCATED ALL CABLING FOR VOICE ENHANCEMENT TO NEW MEDIA CABINET.COORDINATED WITH ARCHITECT AND MILLWORK FOR EXACT LOCATION.

4 APPROXIMATE LOCATION OF RELOCATED CABLING FOR VOICE ENHANCEMENTSYSTEM. CONTRACTOR TO INSTALL ALL CABLING CONCEALED IN WALLS.COORDINATED WITH ARCHITECT AND DISTRICT FOR TERMINATIONS AND LOCATION.

5 PRESERVE AND RELOCATE EXISTING CAT CAPBLE AND RELOCATE TO LOCATIONSHOWN ON DRAWINGS.

6 EXISTING NETWORK CABLE FROM PREVIOUS USED COMPUTER LAB TO FEED ISLAND.CONTRACTOR TO TERMINATE CABLE IN NEW LOCATION SHOWN. CONTRACTOR TOTEST AND RELABEL CABLES PER SPECIFICATIONS. FIELD VERIFY EXACT LOCATIONOF EXISTING CABLING.

7 CONTRACTOR TO PROTECT, REMOVE, RELOCATE, AND REINSTALL CALL BUTTON.CONTRACTOR TO PROVIDE NEW CONDUCTORS AS NEEDED TO ROUTE TO NEWLOCATION.

8 CONTRACTOR TO PROTECT, PRESERVE, RELOCATE AND REINSTALL LIGHTINGSWITCHES. PROVIDE NEW CONDUCTORS AS NEEDED TO ROUTE TO NEW LOCATION.

1 LINE TYPES: THIN LINE HALF TONE IS EXISTING TO REMAIN; MEDIUM LINE DASHEDIS TO BE DEMOLISHED OR REMOVED AND RELOCATED.

2 REMOVE ANY AND ALL ABANDONED RACEWAYS, CABLE, AND CONDUCTORS.REMOVE ANY AND ALL RACEWAYS, CABLE, AND CONDUCTORS THAT BECOMEABANDONED AS A RESULT OF THIS PROJECT.

3 REMOVE ALL ELECTRICAL IN WALLS, CEILINGS, AND FLOORS TO BE DEMOLISHED.FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID.

4 EXTEND AND MODIFY ALL EXISTING ELECTRICAL CONDUIT AND CONDUCTORS ASREQUIRED FOR ALL DEVICES, FIXTURES, AND EQUIPMENT THAT ARE TO REMAIN.

5 ALL EXISTING ELECTRICAL RACEWAYS, CONDUCTORS, AND CABLES IN WALLS,ABOVE CEILINGS, AND BELOW FLOORS THAT NEED TO BE MODIFIED, REMOVED,AND OR RELOCATED AS A RESULT OF THIS PROJECT SHALL BE MODIFYACCORDINGLY AS REQUIRED FOR THE FINISHED CONDITIONS OF THE PROJECT.

6 ALL TELECOMMUNICATIONS CABLING NOT RELOCATED AND MARKED FOR DEMOSHALL BE CLEARLY LABELED AND PRESERVED ABOVE CEILING FOR FUTURE USE.

7 EXISTING LIGHIT SWITCH ZONES SHOWN FOR REFERENCE.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

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OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

ELECTRICAL DEMOLITIONPLANS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

ED101

SCALE: 1/2" = 1'-0"1POWER DEMOLITION FLOOR PLAN

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

J J

EP401

3

4

"2LC2""2LC1"

EP401

2

EP401

1

LAB

2040

STORAGE

2057

ELEC

2058

GENERAL SHEET NOTESSHEET KEYNOTES1 CONTRACTOR IS RESPONSIBLE FOR ALL LINE VOLTAGE AS PART OF THIS

PROJECT. PROVIDE LINE VOLTAGE REQUIRED TO ALL SYSTEMS PROVIDED ASPART OF THIS PROJECT. COORDINATE WITH ALL OTHER DISCIPLINES ANDDRAWINGS.

2 CONTRACTOR IS RESPONSIBLE FOR ALL DEVICES, GEAR, CABLE, CONDUCTORS,TERMINATIONS, OVERCURRENT PROTECTION DEVICES, AND HEAD ENDEQUIPMENT AS PART OF THIS PROJECT.

3 CORE DRILL THE FLOOR FOR POKE THROUGHS. COORDINATE EXACT LOCATIONWITH ARCHITECT.

4 VERIFY FLOOR BOX, POWER POLE, AND POKE-THROUGH DEVICE LOCATIONS WITHARCHITECT/OWNER PRIOR TO ROUGH IN OR INSTALLATION.

5 ALL RACEWAYS SHALL BE CONCEALED IN WALLS, FLOORS, AND CEILING UNLESSOTHERWISE NOTED. INSTANCES WHERE EXPOSED OR SURFACE MOUNTEDRACEWAYS IS REQUIRED A ROUTING SKETCH SHALL BE PROVIDED TO ARCHITECTAND ENGINEER. RACEWAY TYPE SHALL BE SELECTED BY ENGINEER. FINISH OFRACEWAY SHALL BE SELECTED BY ARCHITECT.

6 PROVIDE NEW CIRCUIT BREAKERS IN EXISTING PANEL FOR ALL NEW CIRCUITS.FIELD VERIFY PANELBOARD TYPE AND BREAKER TYPE.

7 COORDINATE EXACT LOCATION OF ELECTRICAL CONNECTION POINT TO ROOF TOPUNITS AND ALL OTHER MECHANICAL EQUIPMENT TO ENSURE APPROPRIATE ROOFPENETRATION LOCATIONS.

8 ALL CIRCUITS SHOWN LOCATED IN SPACE ON ORIGINAL BUILD. CONTRACTORSHALL FIELD VERIFY CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALLCONTACT ENGINEER AND INFORM ON ANY DISCREPENCIES.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

2ND FLOOR PLAN

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EP100SCALE: 3/8" = 1'-0"12ND FLOOR PLAN

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

J J

C

C

1

23

4

A

A

5

AA A

A

AA AA AAA

2

A

A

6

EP401

3

7

4

A

USB

2LC1-9

7

8

2LC1-17

2LC1-21

2LC1-12

2LC1-13

8

2LC1-12

2LC1-42LC1-62LC1-82LC1-10

2LC1-2

2LC1-12

T 9

EF-12LC1-35,37

EP401

2

EP401

1

WAP

GENERAL SHEET NOTES

SHEET KEYNOTES1 APPROXIMATE LOCATION OF PROJECTOR (RELOCATED B DISTRICT)

2 RELOCATED ALL CABLING FOR VOICE ENHANCEMENT TO NEW MEDIA CABINET.COORDINATED WITH ARCHITECT AND MILLWORK FOR EXACT LOCATION.

3 APPROXIMATE LOCATION OF RELOCATED CABLING FOR VOICE ENHANCEMENTSYSTEM. CONTRACTOR TO INSTALL ALL CABLING CONCEALED IN WALLS.COORDINATED WITH ARCHITECT AND DISTRICT FOR TERMINATIONS AND LOCATION.

4 SMARTBOARD APPROXIMATE RELOCATED POSITION. RELOCATED BY DISTRICT.

5 LOCATE OUTLET AND DATA RECEPTACLE ON BEAM.

6 RELOCATED EXISTING CALL BUTTON TO REMAIN. SEE DEMOLITION DRAWINGS.

7 CORE FLOOR AND FEED FROM BELOW. FIELD VERIFY CONDITIONS. COORDINATEWITH DISTRICT AND MILLWORK PROVIDER ON EXACT LOCATION AND MOUNTINGHEIGHTS.

8 CIRCUIT LOCATED IN ROOM ON ORIGINAL BUILD.

9 EXHAUST FAN 30 MIN WALL SWITCH TO CONTROL EF-1. PROVIDE ELECTRICALROUGH IN AND 30 MIN WALL SWITCH. COORDINATE WITH ARCHITECT ANDMECHANICAL DRAWINGS.

1 CONTRACTOR IS RESPONSIBLE FOR ALL LINE VOLTAGE AS PART OF THISPROJECT. PROVIDE LINE VOLTAGE REQUIRED TO ALL SYSTEMS PROVIDED ASPART OF THIS PROJECT. COORDINATE WITH ALL OTHER DISCIPLINES ANDDRAWINGS.

2 CONTRACTOR IS RESPONSIBLE FOR ALL DEVICES, GEAR, CABLE, CONDUCTORS,TERMINATIONS, OVERCURRENT PROTECTION DEVICES, AND HEAD ENDEQUIPMENT AS PART OF THIS PROJECT.

3 CORE DRILL THE FLOOR FOR POKE THROUGHS. COORDINATE EXACT LOCATIONWITH ARCHITECT.

4 VERIFY FLOOR BOX, POWER POLE, AND POKE-THROUGH DEVICE LOCATIONS WITHARCHITECT/OWNER PRIOR TO ROUGH IN OR INSTALLATION.

5 ALL RACEWAYS SHALL BE CONCEALED IN WALLS, FLOORS, AND CEILING UNLESSOTHERWISE NOTED. INSTANCES WHERE EXPOSED OR SURFACE MOUNTEDRACEWAYS IS REQUIRED A ROUTING SKETCH SHALL BE PROVIDED TO ARCHITECTAND ENGINEER. RACEWAY TYPE SHALL BE SELECTED BY ENGINEER. FINISH OFRACEWAY SHALL BE SELECTED BY ARCHITECT.

6 PROVIDE NEW CIRCUIT BREAKERS IN EXISTING PANEL FOR ALL NEW CIRCUITS.FIELD VERIFY PANELBOARD TYPE AND BREAKER TYPE.

7 COORDINATE EXACT LOCATION OF ELECTRICAL CONNECTION POINT TO ROOF TOPUNITS AND ALL OTHER MECHANICAL EQUIPMENT TO ENSURE APPROPRIATE ROOFPENETRATION LOCATIONS.

8 ALL CIRCUITS SHOWN LOCATED IN SPACE ON ORIGINAL BUILD. CONTRACTORSHALL FIELD VERIFY CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALLCONTACT ENGINEER AND INFORM ON ANY DISCREPENCIES.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

LAB 2040 POWER FLOORPLAN

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EP101ASCALE: 1/2" = 1'-0"1POWER FLOOR PLAN

EQUIPMENT SCHEDULEEQUIPMENT SCHEDULE KEY

E

Q

*

**

-

-

-

-

DIVISION 26

FURNISHED WITH EQUIPMENT

COORDINATE WITH THE DIVISION 23 TEMPERATURE CONTROL INSTALLER

AUTOMATIC CONTROL WIRING BY DIVISION 23

NOTES:1. NEMA 3R2. TOGGLE SWITCH W/ THERMAL OVERLOAD3. PROVIDE FUSED DISCONNECT ELEVATOR POWER MODULE WITH SHUNT TRIP4. CONTRACTOR TO PERFOM FINAL CONNECTION TO LINE VOLTAGE THERMOSTATS5. TOGGLE SWITCH W/BACNET INTERFACE.6. INDOOR UNITS FED FROM OUTDOOR UNIT. PROVIDE DISCONNECTS FOR BOTH.

7. PROVIDE SWITCH WITH BACNET MS/TP CAPABILITY.8. PROVIDE LABEL ON DISCONNECT "DISCONNECT OUTDOOR UNIT PRIOR TO INDOOR."9. LINE VOLTAGE THERMOSTAT ON WALL.10. PROVIDE EXPLOSION PROOF DEVICES AND WIRING METHODS.11. PROVIDE DUAL-REDUNDANT 100% RATED VFD'S FOR AIR HANLDER.12. PROVIDE MANUAL STARTER WITH THERMAL OVERLOAD AND RELAY FOR ATC/BAS CONTROL.

GENERAL NOTES:1. WHERE DISCONNECTS, STARTERS, OR VFCs ARE BEING PROVIDED BY

ELECTRICAL CONTRACTOR, LOCATE EQUIPMENT IN ACCESSIBLE LOCATION, SUCH THAT IT IS WITHIN SITE OF THE MECHANICAL EQUIPMENT IT IS SERVING, AND COMPLIES WITH N.E.C. REQUIRED CLEARANCES.

MARK QTY ITEM DESCRIPTION

LOAD DATA

WIRE AND

CONDUIT SIZE

OVERCURRENT

PROTECTION DISCONNECT STARTER

NOTES MARKHP kW MCA FLA

VOL

T PH Hz

FURN

BY DEVICE LOCATION

FURN

BY DEVICE LOCATION

FURN

BY DEVICE SIZES

SELECTOR

SWITCH

PILOT

LAMP

NORMALLY

OPEN

CONTACT

NORMALLY

CLOSED

CONTACT

PHASE

FAILURE

RELAY

EF-1 1 5/8 - - 2.8 208 1 60 2 #12, #12 GR0.75" CND

E 15/2CB

2LC1 E 30A/2PFRS-15

2LC1 Q FVNR 0 HOA R,G 2 2 YES EF-1

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

LEVEL 2114' - 0"

LEVEL 2114' - 0"

LEVEL 2114' - 0"

LEVEL 2114' - 0"

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

ELEVATION VIEWS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EP401SCALE: 3/8" = 1'-0"1COUNTER ELEVATION NORTH

SCALE: 3/8" = 1'-0"2COUNTER ELEVATION SOUTH

SCALE: 3/8" = 1'-0"3INSTRUCTOR WORK AREA - SOUTH

SCALE: 3/8" = 1'-0"4INSTRUCTOR WORK AREA - WEST

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

SYM AMPHH

AMPSCONDUIT

SIZE

CONDUCTOR (NOTE 1)

IG/HH SE NOTESQTY SIZE G

1 20 - .75 2 12 12 12 8 2

2 20 - .75 3 12 12 12 8 2,3

3 20 24 .75 4 12 12 12 8 2,3

4 30 - .75 2 10 10 10 8 2

5 30 - .75 3 10 10 10 8 2

6 30 32 .75 4 10 10 10 8 2

7 40 - 1 2 8 10 8 6 2

8 40 - 1 3 8 10 8 6 2

9 40 44 1 4 8 10 8 6 2

10 55 - 1 2 6 10 8 4 2

11 55 - 1 3 6 10 8 4 2

12 55 60 1.25 4 6 10 8 4 2

13 70 - 1 2 4 8 4 2 2

14 70 - 1.25 3 4 8 4 2 2

15 70 76 1.25 4 4 8 4 2 2

16 85 - 1.25 2 3 8 3 2 2

17 85 - 1.25 3 3 8 3 2 2

18 85 92 1.25 4 3 8 3 2 2

19 95 - 1.25 3 2 8 2 2 2

20 95 104 1.50 4 2 8 2 2 2

21 130 - 1.50 3 1 6 2 2 2

22 130 116 1.50 4 1 6 2 2 2

23 150 - 2 3 1/0 6 2 1/0 2

24 150 136 2 4 1/0 6 2 1/0 2

25 175 - 2 3 2/0 6 2 2/0 2

26 175 156 2 4 2/0 6 2 2/0 2

27 200 - 2 3 3/0 6 2 2/0 2

28 200 180 2.50 4 3/0 6 2 2/0 2

29 230 - 2.50 3 4/0 4 2 2/0 2

30 230 208 2.50 4 4/0 4 2 2/0 2

31 255 - 2.50 3 250 4 1 2/0 2

32 255 232 2.50 4 250 4 1 2/0 2

33 310 - 3 3 350 3 1/0 3/0 2

34 310 280 3 4 350 3 1/0 3/0 2

35 380 - 3.50 3 500 3 3/0 3/0 2

36 380 344 4 4 500 3 3/0 3/0 2

37 400 - 2 EA 2 3 3/0 3 3/0 3/0 2

38 400 360 2 EA 2.50 4 3/0 3 3/0 3/0 2

39 510 - 2 EA 2.50 3 250 1 4/0 3/0 2

40 510 464 2 EA 3 4 250 1 4/0 3/0 2

41 620 - 2 EA 3 3 350 1/0 4/0 3/0 2,4

42 620 560 2 EA 3 4 350 1/0 4/0 3/0 2,4

43 760 - 2 EA 3.50 3 500 1/0 4/0 3/0 2,4

44 760 688 2 EA 4 4 500 1/0 4/0 3/0 2,4

45 855 - 3 EA 3 3 300 2/0 4/0 3/0 2,4

46 855 768 3 EA 3 4 300 2/0 4/0 3/0 2,4

47 1000 - 3 EA 3.50 3 400 2/0 4/0 3/0 4

48 1000 912 3 EA 3.50 4 400 2/0 4/0 3/0 4

49 1140 - 3 EA 4 3 500 3/0 4/0 3/0 4

50 1140 1032 3 EA 4 4 500 3/0 4/0 3/0 4

51 1240 - 4 EA 3 3 350 3/0 4/0 3/0 4

52 1240 1120 4 EA 3 4 350 3/0 4/0 3/0 4

53 1675 1520 5 EA 4 4 400 4/0 4/0 4/0 4

54 2010 1824 6 EA 4 4 400 250 250 250 4

55 2660 2408 7 EA 4 4 500 350 350 350 4

56 3040 2752 8 EA 4 4 500 500 500 500 4

57 4180 3784 11 EA 4 4 500 500 500 500 4

58 - - 5 EA 4 - - - - - 6

59 - - 5 - - - - - 6

60 - - 10 EA 4 - - - - - 6

**IG

(E.G.)*

COPPER CONDUCTOR AND CONDUIT SCHEDULE

SUBSCRIPT (NOTE 5)

SCHEDULE NUMBER

5

6. RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY.

1. CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTEDIN NOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED.

2. PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUITBREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE.

3. PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS.

4. GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS.

5. SYMBOL SUBSCRIPTS:

"2N": INCLUDE TWO NEUTRAL CONDUCTORS, SIZED AS SCHEDULEDFOR PHASED AND NEUTRAL CONDUCTORS.

"FG" FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING CONDUCTORTO BE SAME SIZE AS THE PHASE CONDUCTORS.

"HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC "NONLINEAR"LOADS. CURRENT CARRYING CONDUCTORS DERATEDACCORDINGLY. PROVIDE THE IG/HH SIZE FOR THE EQUIPMENTGROUNDING CONDUCTOR.

"IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR)SCHEDULED ALONG WITH THE GROUND OF EQUIPMENT GROUNDCONDUCTOR.

"SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN,WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OFTHE SEPARATELY DERIVED SYSTEM.

CONDUIT AND CONDUCTOR SCHEDULE NOTES

7 ALUMINUM CONDUCTORS NOT TO BE USED FOR CONNECTION TO MOTORS OR MOTORDRIVEN EQUIPMENT.

1 CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED INNOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED.

2 PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUITBREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE.

3 PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS.

4 GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS.

5 SYMBOL SUBSCRIPTS:

6 RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY.

**IG

(E.G.)* SUBSCRIPT (NOTE 5)

SCHEDULE NUMBER

5

ALUMINUM CONDUCTORAND CONDUIT SCHEDULE

SYM AMPCONDUIT

SIZE

CONDUCTOR (NOTE 1)

IG SE NOTESQTY SIZE G

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21 130 2 3 2/0 4 1/0 4 2,7

22 130 2 4 2/0 4 1/0 4 2,7

23 150 2 3 3/0 4 1/0 4 2,7

24 150 2 4 3/0 4 1/0 4 2,7

25 175 2 3 4/0 4 1/0 2 2,7

26 175 2.50 4 4/0 4 1/0 2 2,7

27 200 2.50 3 250 4 1/0 2 2,7

28 200 3 4 250 4 1/0 2 2,7

29 230 2.50 3 300 2 1/0 1/0 2,7

30 230 3 4 300 2 1/0 1/0 2,7

31 250 3 3 350 2 2/0 1/0 2,7

32 250 3 4 350 2 2/0 1/0 2,7

33 310 3 3 500 1 3/0 1/0 2,7

34 310 4 4 500 1 3/0 1/0 2,7

35 380 2 EA 2.50 3 250 1 4/0 3/0 2,7

36 380 2 EA 3 4 250 1 4/0 3/0 2,7

37 400 2 EA 2.50 3 250 1/0 4/0 3/0 2,7

38 400 2 EA 2.50 4 250 1/0 4/0 3/0 2,7

39 500 2 EA 3 3 350 1/0 300 3/0 2,4,7

40 500 2 EA 3 4 350 1/0 300 3/0 2,4,7

41 620 2 EA 3 3 500 3/0 300 3/0 2,4,7

42 620 2 EA 4 4 500 3/0 300 3/0 2,4,7

43 750 3 EA 3 3 350 3/0 300 4/0 2,4,7

44 750 3 EA 3 4 350 3/0 300 4/0 2,4,7

45 810 3 EA 3 3 400 4/0 300 250 2,4,7

46 810 3 EA 4 4 400 4/0 300 250 2,4,7

47 1000 4 EA 3 3 350 4/0 300 250 4,7

48 1000 4 EA 3 4 350 4/0 300 250 4,7

49 1140 4 EA 4 3 500 250 300 250 4,7

50 1140 4 EA 4 4 500 250 300 250 4,7

51 1240 4 EA 4 3 500 350 300 250 4,7

52 1240 4 EA 4 4 500 350 300 250 4,7

53 1620 6 EA 4 4 400 400 350 250 4,7

54 2170 7 EA 4 4 500 400 500 250 4,7

55 2695 7 EA 4 4 750 600 750 750 4,7

56 3080 8 EA 4 4 750 600 750 750 4,7

57 4235 11 EA 4 4 750 800 750 750 4,7

58 - 5 EA 4 - - - - - 6

59 - 5 - - - - - 6

60 - 10 EA 4 - - - - - 6

A

"2N": INCLUDE TWO NEUTRAL CONDUCTORS, SIZED AS SCHEDULED FORPHASED AND NEUTRAL CONDUCTORS.

"FG" FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING CONDUCTOR TOBE SAME SIZE AS THE PHASE CONDUCTORS.

"HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC "NONLINEAR"LOADS. CURRENT CARRYING CONDUCTORS DERATEDACCORDINGLY.

"IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR)SCHEDULED ALONG WITH THE GROUND OF EQUIPMENT GROUNDCONDUCTOR.

"SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN, WHICHIS SIZED FOR THE GROUNDING OF THE SECONDARY OF THESEPARATELY DERIVED SYSTEM.

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

CONDUIT AND CONDUCTOR SCHEDULE NOTES

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

ELECTRICAL SCHEDULES

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EP600

BKR: GF=GFCI, GF3=30mA GFCI CAPABLE OF BEING LOCAKED OUT IN OPEN POSITION, IG=ISOLATED GROUND, AF=AFCI, ST=SHUNT TRIP, RED=PROVIDE RED COLORED BREAKER,AF=ARC FAULT CURRENT INTERRUPTER, GA=COMBINATION OF GROUND FAULT AND ARC FAULT CIRCUIT INTERRUPTER, GS=COMBINATION OF SHUNT TRIP WITH GFCI

ALL OTHER LOADS @ 100% : 0.6 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITHLARGEST MOTOR CALCULATED @ 125% PER NEC

RECEPTACLES: 3.3 kVA @ 100% = 3.3 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE = 11

LIGHTING & CONTINUOUS LOADS: - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA = 4

NEC DIVERSIFIED LOAD CALCULATIONS

CONNECTED AMPS PER PHASE 9 10 13 AVERAGE CONNECTED AMPS PER PHASE = 11

TOTALS: CONNECTED kVA PER PHASE 1 1 1 ss 4

41 20 1 -- -- -- EX RM 2037 RANGE 0.0 0.0 EX BOILER CONTROL POWER -- -- -- 1 20 42

39 20 1 -- -- -- EX RM 2037 RANGE 0.0 0.0 EX GFI 2037 -- -- -- 1 20 40

37 -- -- -- -- -- -- 0.2 0.0 EX RM 2037 DISPOSAL & DISHWSHR -- -- -- 1 20 38

35 20 2 0.0 0.5 0.0 EXHAUST FAN ROOF 0.2 0.0 EX FAC RM 2037/ROOF CO'S -- -- -- 1 20 36

33 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX RM 2034/ STAIR/ROOF CO'S -- -- -- 1 20 34

31 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX RESTRM 2035/36/HALL CO'S -- -- -- 1 20 32

29 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX RANGE HOOD -- -- -- 1 20 30

27 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX REFRIGERATOR -- -- -- 1 20 28

25 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX MICROWAVE -- -- -- 1 20 26

23 20 1 -- -- -- EX COMPUTER LAB 2038 CO'S 0.0 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 24

21 20 1 0.0 0.0 0.4 EX COMPUTER LAB 2040 CO'S 0.4 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 22

19 20 1 0.0 0.0 0.4 EX COMPUTER LAB 2040 CO'S 0.4 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 20

17 20 1 0.0 0.0 0.5 EX COMPUTER LAB 2040 CO'S 0.5 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 18

15 -- -- -- -- -- EX COMPUTER LAB 2040 CO'S 0.0 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 16

13 20 1 0.0 0.0 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 EX COMPUTER LAB 2038 CO'S -- -- -- 1 20 14

11 -- -- -- -- -- EX COMPUTER LAB 2040 CO'S 0.0 0.5 EX COMPUTER LAB 2040 CO'S 0.5 0.0 0.0 1 20 12

9 20 1 0.0 0.0 0.5 EX COMPUTER LAB 2040 CO'S 0.5 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 0.0 1 20 10

7 20 1 -- -- -- EX CLASSRM 2041 A/V CO'S 0.0 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 0.0 1 20 8

5 20 1 -- -- -- EX CLASSRM 2041 CO'S 0.0 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 0.0 1 20 6

3 20 1 -- -- -- EX CLASSRM 2041 CO'S 0.0 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 0.0 1 20 4

1 20 1 -- -- -- EX CLASSRM 2041 CO'S 0.0 0.2 EX COMPUTER LAB 2040 CO'S 0.2 0.0 0.0 1 20 2

NO AMP POLE BKR LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG BKR POLE AMP NO

CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT

ACCESSORIES: PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING: 10000

120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 200 AMPERE MAIN LUGS SURFACE XXX

VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: FED FROM: CABINET: LOCATION: NOTES:

"EXISTING" PANEL: "2LC1"

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

CO

1

2

EP401

2

EP401

1

3

4 4 4

4 4 4

4

4

4444

ab

a a a a

b b b b

b b b b

GENERAL SHEET NOTES

SHEET KEYNOTES1 RELOCATED LOCATION OF HORN STROBE; COORDINATE WITH ARCHITECTURAL

DRAWINGS.

2 PROVIDE NEW SMOKE AND CARBON MONOXIDE DETECTOR WITH SOUNDER BASE TOEXISTING FIRE ALARM SYSTEM. BASIS OF DESIGN: EDWARDS INTELLIGENTMULTISENSOR SMOKE AND CO DETECTOR (SIGA-PCD). CIRCUIT NEW FIRE ALARMDEVICE TO EXISTING INITIATING LOOP WITH CAPACITY. FIELD VERIFY EXISTINGCONDITIONS. PROVIDE ADDITIONAL BATTERY AND POWER SUPPLIES AS REQUIREDFOR THE ADDITION OF NEW DEVICE INTO THE CIRCUIT.

3 RELOCATED LOCATION OF LIGHTING SWITCHES. REFER TO DEMOLITION DRAWINGSFOR ADDITIONAL INFORMATION.

4 CONTRACTOR TO PROTECT AND PRESERVE EXISTING LIGHT FIXTURE.

1 CANTRACTOR SHALL VERIFY ALL VACANCY/OCCUPANCY SENSORS AREMINIMUM OF 6 FEED FROM SUPPLY AIR DIFFUSERS AND MINIMUM 3 FEED FROMRETURN AIR DEFUSERS. CONTRACTOR SHALL RELOCATED EXISTING SENSOR IFNEW INSTALLATION OF MECHANICAL REQUIRES.

2 CONTRACTOR SHALL ADJUST LIGHTI SWITCHING AS SHOWN. REFER TODEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTINGSWITCHING LAYOUT.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

LIGHTING / FIRE ALARM PLAN

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

EL101SCALE: 1/2" = 1'-0"1LIGHTING / FIRE ALARM CEILING PLAN

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

J J

EP401

3

4

1

1

1111

1

2

2

C

EP401

2

EP401

1

GENERAL SHEET NOTES

SHEET KEYNOTES1 RELOCATED NETWORK CABLE DROP LOCATION. REFER TO DEMOLITION DRAWINGS

FOR ADDITIONAL INFORMATION. CONTRACTOR TO TERMINATE CABLE IN NEWLOCATION SHOWN. CONTRACTOR TO TEST AND RELABEL CABLES PERSPECIFICATIONS.

2 EXISTING NETWORK CABLE FROM PREVIOUS USED COMPUTER LAB TO FEED ISLAND.CONTRACTOR TO TERMINATE CABLE IN NEW LOCATION SHOWN. CONTRACTOR TOTEST AND RELABEL CABLES PER SPECIFICATIONS. FIELD VERIFY EXACT LOCATIONOF EXISTING CABLING.

1 PLANS IN GENERAL SHOW CABLE TRAYS IN PLAN AND DO NOT DETAIL CHANGES INELEVATION. COORDINATE LAYOUT AND INSTALLATION OF CABLE TRAYS ANDSUSPENSION SYSTEM WITH OTHER CONSTRUCTION ELECEMENTS. INCLUDETRANSITIONS, OFFSETS AND CHANGES IN ELEVATION. COORDINATE ITEMS THATPENETRATE CEILINGS OR ARE SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES,HVAC EQUIPMENT, FIRE SUPRESSION SYSTEMS AND PARTITION ASSEMBLIES.

2 DO NOT SUPPORT ELECTRICAL CABLES AND RACEWAYS FROM CABLE TRAY.MAINTAIN AT LEAST 12’’ SEPARATION FROM CABLE TRAY TO POWER RACEWAYSOR CABLES AND LIGHT FIXTURES.

3 ROUTE CONDUIT STUBS TO CABLE TRAY SUCH THAT A MAXIMUM CABE DISTANCEOF 275’ IS NOT EXCEEDED BETWEEN THE OUTLET AND NEAREST IDF ROOM.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

LEVELS 1 & 2TELECOMMUNICATIONSFLOOR PLAN

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

ET101

SCALE: 1/2" = 1'-0"1TELECOMMUNICATIONS FLOOR PLAN

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

VOICE-DATA ROUGH-IN SCHEDULE

ROUGH-IN MATERIALS

WALL DATA OUTLET

SYMBOL MOUNTING DESCRIPTION

EMERGENCY PHONE OUTLET

E

REFER TO DIVISION 26 SPECIFICATIONS AND WIRING DEVICE SCHEDULES FORINSTALLATION REQUIREMENTS. MOUNTING HEIGHTS SHOWN ARE TYPICALHEIGHTS. REFER TO DRAWINGS, ARCHITECTURAL ELEVATIONS, DRAWINGS ANDSPECIFICATIONS FOR ACTUAL MOUNTING HEIGHTS.

ELECTRONIC SYSTEMS:

(A)

4-11/16" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANGMUD RING. MOUNT AT ELECTRICAL SWITCH HEIGHT, OR ASNOTED. VERIFY ROUGH-IN PRIOR TO INSTALLATION. PROVIDEVIKING MODEL 1600-02A.

4-11/16" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANGMUD RING. MOUNT AT ELECTRICAL OUTLET HEIGHT, OR ASNOTED. (A) INDICATES 'ABOVE COUNTER'.

CDATA OUTLET,WIRELESS

FLOOR FURNISHED AND INSTALLED BY DATA INSTALLEROPEN RAIL DATAEQUIPMENT RACK

4-11/16" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANGMUD RING.

WALL/RACK

6AV RACK OUTLET 4-11/16" SQUARE, DEEP JUNCTION BOX WITH DOUBLE GANG

MUD RING.

FURNITURE

FFURNITURE OUTLET COORDINATE WITH FURNITURE PROVIDED

FLOOR FURNISHED AND INSTALLED AS NOTEDSERVER OR AV RACK

SEE ARCHITECTURAL ELEVATIONSWALL TELEPHONE BOARD

"A" INDICATES ABOVE COUNTER MOUNTING

SEE 'EP' SHEETSFLOOR FLOOR BOX

SEE 'EP' SHEETSFLOOR POKE THRU

FLOOR/CEILING CABLE TRAY

CEILING LADDER RUNWAY FURNISHED AND INSTALLED BY DATA INSTALLER

(#)

WALL, VERIFYEXACT MOUNTINGLOCATION WITH

ARCHITECT

ON CEILING DECKIN ACCESSIBLECEILING AREAS,AND FLUSH IN

CEILIN INHARD-LID CEILING

AREAS

PROVIDE SIZE AS NOTED AND DIMENSIONED, TRAPEZE HUNG

FB#

PT#

WWALL PHONE OUTLET 4-11/16" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANG

MUD RING.WALL AT

ELECTRICALSWITCH HEIGHT

S

14.5" SQUARE JUNCTION BOX CHIEF PAC 516 OR EQUIVALENT (SEE AV DRAWINGS)

CONDUIT STUBS (SEE AV

DRAWINGS)

CONDUIT STUBS (SEE AV

DRAWINGS)

STUDS IN WALL

DATA CONDUIT (SEE DETAILS/RISER FOR SIZE)

DATA RECEPTACLE IN SINGLE GANG JUNCTION BOXDUPLEX OR 4-PLEX RECEPTACLE (SEE PLANS FOR TYPE AND QUANTITY)

FLOOR LINE

ACCESSIBLE CEILING

TYPICAL VOICE

OUTLET

TYPICAL FLUSHMOUNT POKE THRU

"TTB"4' X 4' X.75" PLYWOODPAINTED WALL COLOR

TYPICALFLOOR BOX

TYPICAL VOICE/DATA

OUTLET

TYPICAL DATA

OUTLET

PROVIDE DEEP 4" SQUARE BOX WITHSINGLE GANG MUD RING AND COVER

PLATE.

X" CONDUIT1" CONDUIT STUBINTO ACCESSIBLECEILING

1.5" CONDUIT

1.5" CONDUIT

TYPICALSYSTEMS

FURNITURE

PT# FB#

JSC

TYPICAL CABLE TV OUTLET

NON-ACCESIBLE CEILING

JSC

TYPICAL VOICE

OUTLET

TYPICAL VOICE/DATA

OUTLET

TYPICAL DATA

OUTLET

PROVIDE DEEP 4" SQUARE BOX WITHSINGLE GANG MUD RING AND COVER

PLATE.

SYSTEMS FURNITURE

TYPICAL CABLE TV OUTLET

12" LADDER RACK

J J J J J J J J J J

J HOOKS OR BASKET TRAY

TYPICAL CEILING WIRELESS

ACCESS POINT120V 120V

COPPER GROUND BUS

#6 CU#6 CU

TYPICAL CEILING WIRELESS

ACCESS POINT

1" CONDUIT STUBINTO NON- ACCESSIBLECEILING

CONDUITS PER AV SYSTEMCONDUITS PER AV SYSTEM

FLOOR LINE

CEILING

TYPICAL FLUSH MOUNT POKE THRU

(2)1.25" AUDIO VISUAL CONDUITS

PT# 1.25" AUDIO VISUAL CONDUITS

TYPICAL PROJECTOR

TYPICAL AUDIO VISUAL CONNECTION PANEL(S)AND EQUIPMENT LOCATION(S) (MLC62D, VGA/HDMI, MIC/XLR)

TYPICAL SPACE WITH AUDIO VISUAL (PROJECTOR IN CONFERENCE ROOM)

TYPICAL CEILING PROJECTOR BOX

POWER CONDUITTO POWER PANEL

TO TELE/DATA PATCH PANEL

TELE/DATA CONDUIT

(1) 1.25 CONDUIT(2) 1" CONDUITSFOR AUDIO VISUAL CONNECTIONS

FLOOR LINE

CEILING

TYPICAL FLUSH MOUNT POKE THRU

(2)1.25" AUDIO VISUAL CONDUITS

PT#1.25" AUDIO VISUAL CONDUITS

14.5" SQUARE JUNCTION BOX CHIEF PAC 516 OR EQUIVALENT (SEE AV DRAWINGS AND SPECS.)

TYPICAL AUDIO VISUAL CONNECTION PANEL(S)AND EQUIPMENT LOCATION(S) (MLC62D, VGA/HDMI, MIC/XLR)

TYPICAL SPACE WITH AUDIO VISUAL (TV / MONITOR IN CONFERENCE ROOM)

POWER CONDUITTO POWER PANEL

TO TELE/DATA PATCH PANEL

TELE/DATA CONDUIT

(2)1.25" AUDIO VISUAL CONDUITS

SCALE: NTS

(TYPICAL) FLAT PANELRECEPTACLEROUGH-IN DETAIL

1

SCALE: NTS2(TYPICAL) VOICE/ DATA CONDUIT RISER DIAGRAM

SCALE: NTS

(TYPICAL) AUDIO VISUAL CONDUITRISER DIAGRAM (PROJECTOR)

3SCALE: NTS

(TYPICAL) AUDIO VISUAL CONDUITRISER DIAGRAM (MONITOR ONWALL)

4

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

TELECOM DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

ET501

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

T568B

COLOR SCHEME

PAIR 1 - BLUE

PAIR 4 - BROWN

PAIR 2 - ORANGE

PAIR 3 - GREEN

21

PAIR 2

ID

R1

T2

T3

T4

R3

R2

T1

R4

PAIRPAIR 1

PAIR 4

5 86 73 4

PAIR 3

PIN

#

4

3

7

6

2

5

8

1

CAT 6 INSERT, VOICE, WHITE

0302-2-2

LABEL, STATION NUMBER

METAL MOUNTING LUGS

SINGLE GANG FACE PLATE

CAT 6 INSERT, VOICE, WHITE

0302-2-2

LABEL, STATION NUMBER

METAL MOUNTING LUGS

SINGLE GANG FACE PLATE

PRINTED LABEL UNDERPLASTIC COVERN-04-123-3

PRINTED LABEL UNDERPLASTIC COVER

FEMALEF-CONNECTORMOUNTED INFACEPLATE

N-04-123-3

FEMALEF-CONNECTORMOUNTED INFACEPLATE

NORMAL

NORMAL

TRUCK

SINGLE DOUBLE

(SEE CABLEWIRE SCHEDULE)

TYPE ROOM #POSITION

(A,B)

ROOM

NOTES:

1. ALL CABLE/WIRE, REGARDLESS OF

LENGTH, SHALL BE LABELED WITH A UNIQUE

IDENTIFYING CODE. LABEL SHALL BE

PERMANENT AND SHALL BE MACHINE

PRINTED (NOT HAND PRINTED). SUBMIT

PROPOSED LABEL MATERIAL FOR

APPROVAL.

2. PRIOR TO LABEL CREATION, SUBMIT FOR

APPROVAL PROPOSED ROOM NUMBER

SCHEME FOR CABLE LABELS.

THE ITEMS INDICATED BELOW SHALL NOT BE CONSTRUED AS A "BILL OF MATERIALS". THIS LIST IDENTIFIES ITEMS OF SIGNIFICANCE USED DURING THE

DESIGN OF THE CABLING INSTALLATION. WHERE THE ITEMS INDICATED ARE ONE PORTION OF AN ASSEMBLY, THE ENTIRE ASSEMBLY SHALL BE PROVIDED

UNLESS SPECIFIED OTHERWISE. PROVIDE ALL MISCELLANEOUS HARDWARE AND SUPPORTS WHICH MAY NOT BE LISTED HERE, FOR A COMPLETE

INSTALLATION. COMPARE CATALOG NUMBERS WITH DESCRIPTIONS AND NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO BID. IF CATALOG NUMBERS DO

NOT MATCH DESCRIPTIONS, THE DESCRIPTIONS TAKE PRECEDENCE. PROVIDE COMPLETE SUBMITTAL FOR APPROVAL PRIOR TO PURCHASING ANY

EQUIPMENT OR CABLE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

VOICE-DATA/TV EQUIPMENT/CABLE LIST

ACCEPTABLE TYPESSYMBOL DESCRIPTION

SEE SPECIFICATIONS6 STRAND MM 50 MICRON OM4/ 6 STRAND SM HYBRID FIBERF

FL SEE SPECIFICATIONS

SEE SPECIFICATIONSD(#)

STATION CABLE, DATA-CATEGORY 6,

BLUE, DATA.

BEZEL INSERTS

SINGLE GANG BEZEL

CATEGORY 6 JACK-DATA (2), (3), (X)

DATA OUTLET SYSTIMAX

SYSTIMAX

SYSTIMAX

BEZEL INSERTS

DOUBLE GANG BEZEL

CATEGORY 6 JACK-DATA (12)

DATA OUTLET SYSTIMAX

SYSTIMAX

SYSTIMAX

WAP

CATEGORY 6 JACK-DATA (2)

BISCUIT (CEILING MOUNTED)

DATA OUTLET SYSTIMAX

SYSTIMAX

12 STRAND MM 50 MICRON OM4/ 12 STRAND SM HYBRID FIBER

12

(X)

BEZEL INSERTS

COMPATIBLE WITH FURNITURE

CATEGORY 6 JACK-DATA (2)

DATA OUTLET FURNITURE SYSTIMAX

SYSTIMAX

SYSTIMAX

F

SEE SPECIFICATIONS

SEE SPECIFICATIONS

LADDER RACK

2-POST OPEN FRAME RACK

FB#

PT#

BEZEL INSERTS

FACEPLATE COMPATIBLE WITH FLOOR BOX/ POKE-THRU

CATEGORY 6 JACK-DATA (4)

DATA OUTLET SYSTIMAX

SYSTIMAX

SYSTIMAX

SEE SPECIFICATIONS4-POST OPEN FRAME DATA RACK

(R10.1, R10.3, R10.5, R10.6, R10.8, R10.10)

ELEVATOR EMERGENCY CALL STATION VIKING E-1600-30AE

VGA AND HDMI WALL PLATE CONNECTION EACH WITH AUDIO; DECORA STYLE, 2-GANG

EXTRON: DTP T UWP 232 D OR APPROVED EQUAL

SCEILING MOUNTED SPEAKER, 12", 50W; PROVIDED WITH MOUNT; ATLAS SOUND: FAP62T

OR APPROVED EQUAL

VAG/HDMI

AUDIO VISUAL CONTROLLER; DECORA STYLE, SINGLE GANG EXTRON: MLC 62 DOR APPROVED EQUAL

MLC62D

VGA AND HDMI WALL PLATE CONNECTION EACH WITH AUDIO; DECORA STYLE, SINGLE GANG

EXTRON: DTP T UWP 232 D OR APPROVED EQUAL

MIC/XLR

OWNER PROVIDE RACK AND EQUIPMENT

CABLE TVPPL-48

SBD

LIU LIUVOIP

SERVERS/M M/M

C6

C6

C6

C6

C6

RG6

(X)DATA

DATA

VOICE

1 DATA

1 VOICE

XSCJ

TO TELECOMMUNICATIONSPROVIDER

NOTES

1. EQUIPMENT SHOWN AS HALF TONE ARE PROVIDED BY OTHERS OR EXISTING

2. "X" SUBSCRIPT SHALL MATCH NUMBER SHOWN IN PLAN VIEW. PROVIDE SAID NUMBER OF CABLES.

3. COIL 25" OF RG6 AT CABINET.

C62 DATA

SCALE: NTS

RJ451

SCALE: NTS

VOICE OUTLET2

SCALE: NTS

VOICE/DATA OUTLET3

SCALE: NTS

CABLE TRIM PLATE DETAIL4

SCALE: NTS

CABLE LABLE DETAIL5

SCALE: NTS

CABLE RISER DIAGRAM7

TELECOMMUNICATIONS SYSTEMS:

All work shall be in accordance with the current guidelines published by the EIA/TIA standard 568 and 569. Work includes all labor and material for installation of a complete voice and data structured cable infrastructure. Final system shall be tested and must meet all current EIA/TIA performance standards for category 6 cabling.

Horizontal structured cable shall be UTP, 4-pair, 24 AWG solid copper category 6 cable; Belden or equivalent. All cabling shall be plenum rated.

UTP cables shall terminate on rack mounted 110 type UTP terminating category 6 modular RJ-45 patch panels.

Patch panels shall be provided with a minimum of 50% spare capacity. Horizontal rack mount wire management panels shall be installed for each 48 jack patch panel. Cross connects shall be by Owner.

Data outlets shall be 2 port with RJ-45 jacks and blank inserts as noted on drawings. Two jacks mimimum per plate, provide additional jacks where a numeric designation on the plans indicated more. Wiring configuration and labeling shall be coordinated with Owner.

Cabling shall be installed in conduit where concealed in walls or non-accessible ceilings.

Cabling shall be supported with J-hooks where installed above accessible ceiling spaces.

Cabling shall be installed uninterrupted from jack to patch panel, splices are not permitted.

All metallic tray, racks, raceway, and enclosures including those provided by Owner shall be properly bonded to the telecom grounding system. Use #6 minimum grounding conductor to bond all equipment to the grounding system.

Drawings indicating a larger size conductor shall take precedence.

Test all UTP cables from jack to patch panel, confirm results meet required performance standards, and provide written copy of approved test results to Owner. Replace and remediate any cables that do not meet performance standards and retest until compliance is achieved.

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

TELECOM DETAILS

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

ET502

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020

NOTES:

FOR EACH SMOKE DAMPER SHOWN ON PLANS, PROVIDE ALL DEVICES AND WIRING PER THIS DETAIL. THESE ARE NOT SHOWN ON PLANS FOR LEGIBILITY PURPOSES.

DUCT DETECTOR WITHIN 5' OF EVERY SMOKE DAMPER TO CLOSE DAMPER UPON ACTIVATION PER IMC REQUIREMENTS.

VERIFY QUANTITY AND LOCATIONS OF ALL SMOKE DAMPERS WITH THE HVAC INSTALLER.

PROVIDE ONE CONTROL MODULE PER SMOKE DAMPER, UNLESS THE REQUIRED CONTROL SEQUENCE ALLOWS GROUPING OF DAMPERS, IN WHICH CASE EACH GROUPING OF DAMPERS MAY SHARE ONE CONTROL MODULE.

TYPICAL SMOKEDAMPER ORSMOKE/FIREDAMPER

FIRE ALARMINITIATING LOOP

FIRE ALARMINITIATING LOOP

TYPICAL DUCT DETECTOR

TO DEDICATED 20/1 CBIN NEAREST 120/208VPANELBOARD (MAX 8DAMPERS PER CIRCUIT)

SD

4

RCM

MOTOR-RATED TOGGLE SWITCH

1.

2.

3.

4.DUCT

SD

SD

120V

120

120V

FPS

CM

FSA

MM MM P CM

R

CM

R

C

R

CM CM CM

R

CM

R R

CM

TY

PIC

AL A

DD

RE

SS

AB

LE

LO

OP

"F

A"

TYPICAL HORN/STROBE LOOP

PLUS SPARE LOOP

"FI" - HORN/STROBE

TYPICAL

DOOR

CLOSER

TYPICAL

REMOTE

POWERSUPPLY

CONTROL/SUPERVISION

2 #24 UTP

.75" CND

CONDUCTORS PER MANUFACTURER'S

WRITTEN INSTRUCTIONS 1" CND

TO

"TTB"

TYPICAL MAGNETIC DOOR

HOLDERS (20) ON 500'RUN #12 THWN ON ONE

LOOP "FM"

TYPICAL

SMOKEDETECTOR

TYPICAL

HORN/STROBE

TYPICAL

HEATDETECTOR

135 °-175 °

IN BOILERROOM

TYPICAL

STROBE

TYPICAL

DUCTDETECTOR

TYPICAL

TAMPER

SWITCHTYPICAL

FLOW

SWITCH

TYPICAL

FIREALARM

MANUAL

PULLSTATION ELEVATOR

RECALL

TYPICAL

SMOKEDAMPER

REMOTE

FIRE

ALARM

POWERSUPPLY

"FPS"

ANNUNCIATOR

LIGHTELEVATOR

RECALL

ALTERNATELEVEL

TYPICAL HORN/STROBELOOP PLUS SPARE LOOP

"FI" - HORN/STROBE

TYPICAL

FAN SHUT

DOWNRELAY

ELEVATOR

SHUNT

TRIP

SPARE LOOP

CO

TYPICAL

CARBONMONOXIDEDETECTOR

(EXISTING)FIRE

ALARM CTRL

PANEL "FCP"

GENERAL SHEET NOTES1 PLANS ARE BASED UPON 99 MONITOR AND CONTROL DEVICES PER ADDRESSABLE

LOOP. OTHER CONFIGURATIONS ARE ACCEPTABLE SUBJECT TO CONTRACTORALLOWING FOR INCREASED WIRING REQUIREMENTS AND SUBMITTAL DRAWINGSSHOWING NEW WIRING CONFIGURATION. MAXIMUM INITIAL DEVICES PER LOOPSHALL NOT EXCEED 75% MAXIMUM ALLOWABLE.

2 PLANS ARE BASED UPON THE WIRING SCHEDULE SHOWN. WHEREMANUFACTURER'S REQUIREMENTS EXCEED REQUIREMENTS SHOWN, INCLUDEADDITIONAL ASSOCIATED COSTS AND SUBMITTAL DRAWINGS INDICATING NEWWIRING CONFIGURATION.

3 PLANS ARE BASED UPON 2 AMPS AT 24 VDC, NOT TO EXCEED 75% (1.50 AMPSAVAILABLE), POWER SUPPLY CAPACITY PER NOTIFICATION CIRCUIT. NOTIFICATIONDEVICE LOADS ARE BASED UPON NOTIFICATION DEVICE SCHEDULE SHOWN.INCLUDE ADDITIONAL ASSOCIATED COSTS FOR INCREASED WIRING AND POWERSUPPLY CAPACITY IF LOADS OF ACTUAL DEVICES PROVIDED EXCEED CIRCUITCAPACITY, OR IF LOAD OUTPUT OF ACTUAL POWER SUPPLIES PROVIDED IS SIZEDDIFFERENTLY. PROVIDE SUBMITTAL DRAWINGS SHOWING NEW WIRINGCONFIGURATION.

4 FLOW AND TAMPER CONFIGURATION BASED UPON FIRE SPRINKLER DESIGNCONCEPT. FIELD VERIFY ACTUAL REQUIREMENTS. INCLUDE ANY ADDITIONALMONITOR MODULES REQUIRED BY ACTUAL DESIGN REQUIREMENTS.

5 HEAT DETECTORS WHEN INSTALLED IN ELEVATOR SHAFTS OR MECHANICAL ROOMSFOR ELEVATOR SHUT DOWN SHALL HAVE HEAT DETECTOR WITH LOWER RESPONSETIME INDEX THAN SPRINKLER HEAD.

6 PROVIDE POWER SUPPLY CAPACITY AS REQUIRED FOR DOOR HOLD OPENS SHOWN.

7 BATTERY CAPACITY TO BE ADEQUATE TO OPERATE 15 MINUTES AFTER 24 HOURSPLUS 25% SPARE CAPACITY.

8 VFD REQUIRES TWO RELAYS, ONE FOR SMOKE CONTROL, ONE SPARE.

9 RUN SPARE LOOPS IN SAME CONDUIT. DO NOT EXCEED 40% AREA FILL OFCONDUITS.

10 PROVIDE DUCT DETECTORS FOR SUPPLY AND RETURN AIR SYSTEMS OVER 2000CFM. INSTALL DUCT DETECTORS PER NFPA 72 REQUIREMENTS AND PROVIDEADDITIONAL DUCT DETECTORS DEPENDING UPON FINAL DUCT ARRANGEMENT.

11 PROVIDE DUCT DETECTOR AT EACH FLOOR, PRIOR TO CONNECTION TO A COMMONRETURN AND PRIOR TO RECIRCULATING OR FRESH AIR INLET IN AIR RETURNSYSTEMS OVER 15,000 CFM CAPACITY AND SERVING MORE THAN ONE STORY.

12 PROVIDE MANUAL PULL STATIONS IN BOILER ROOMS AND KITCHENS.

13 PROVIDE ONE YEAR OFF SITE MONITORING INCLUDING ALL INTERFACE DEVICES ANDMONITORING CHARGES. COORDINATE WITH BUILDING OWNER'S OFF SITEMONITORING COMPANY.

14 LOCATE SMOKE DETECTORS MINIMUM 3' FROM AIR SUPPLY AND RETURN LOUVERS.

15 PROVIDE SYNCHRONIZED STROBES THROUGHOUT FACILITY. PROVIDESYNCHRONIZATION MODULES PER MANUFACTURER'S REQUIREMENTS. INCLUDEADDITIONAL WIRING, IF REQUIRED.

16 INITIATING AND INDICATING LOOPS SHALL NOT SERVE AN AREA OF GREATER THAN22,500 SQUARE FEET. PROVIDE ADDITIONAL LOOPS FOR AREAS LARGER THAN THIS.

17 ALL OUTPUT DEVICES ARE DESIGNED ON SYSTEMS WITH 2 AMP POWER SUPPLY.

18 HORN/STROBE BASED ON 120 MILLIAMPS, DOOR HOLDERS BASED ON 70 MILLIAMPS.

19 INSTALL DUCT DETECTORS PER NFPA 72 REQUIREMENTS AND PROVIDE ADDITIONALDUCT DETECTORS DEPENDING UPON FINAL DUCT ARRANGEMENT.

SCALE: NTS1TYPICAL SMOKE DAMPER FIRE ALARM DETAIL

SCALE: NTS2FIRE ALARM RISER - TYPICAL

SYMBOL DESCRIPTION

SYMBOLS LEGEND

G ALARM, HORN/STROBE WITH GUARD, ONE ASSEMBLY.

DETECTOR, FLOW SWITCH: FLOW SWITCHES SHALL BEPROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEMAND SHALL BE CONNECTED TO LOCATIONS SHOWN ONTHE FIRE SPRINKLER SHOP DRAWINGS.

DETECTOR, TAMPER SWITCH WITH VALVE: TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEM AND SHALL BE CONNECTED TO LOCATIONS SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS.

SD

SMOKE DAMPER.

FSD

FIRE AND SMOKE DAMPER.

BELL (GONG).

DETECTOR, CARBON MONOXIDE.CO

75ALARM, HORN/STROBE, ONE ASSEMBLY, CEILING MOUNTED.SUBSCRIPT INDICATES CANDELA RATING.

75ALARM, STROBE, CEILING MOUNTED. SUBSCRIPTINDICATES CANDELA RATING.

RDETECTOR, SMOKE, RESIDENTIAL.

DETECTOR, SMOKE, DUCT WITH HOUSING AND SAMPLING TUBE.

DETECTOR, HEAT.

STROBE.

75 STROBE. SUBSCRIPT INDICATES CANDELA RATING.

WP ALARM, HORN/SPEAKER, WEATHERPROOF.

ALARM, HORN/STROBE, ONE ASSEMBLY.

75ALARM, HORN/STROBE, ONE ASSEMBLY. SUBSCRIPTINDICATES CANDELA RATING.

MAGNETIC DOOR HOLDER.

DETECTOR, SMOKE.

DETECTOR, SMOKE WITH AUXILIARY CONTACT.A

DETECTOR, SMOKE, ELEVATOR RECALL DESIGNATION.E

DETECTOR, SMOKE WITH GUARD.G

AUTOMATIC DOOR CLOSERS: DOOR CLOSERS SHALL BEFURNISHED WITH DOOR HARDWARE AND CONNECTED TOBY FIRE ALARM INSTALLERS.

C

CONTROL MODULE.CM

MONITOR MODULE.MM

FIRE ALARM MANUAL PULL STATION.P

SHUT DOWN RELAY: INSTALL RELAY IN CONTROL CIRCUITOF EQUIPMENT TO BE CONTROLLED IN THE EVENT OF AFIRE.

R

FIRE ALARM

FIRE SYSTEM ANNUNCIATOR.FSA

FIRE ALARM CONTROL PANEL, SEMI-RECESSED.FCP

FIRE ALARM NOTIFICATION POWER SUPPLY.FPS

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.791

PF

www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

2020/01/14

2019.078.00

FIRE ALARM RISER

SALT LAKE CITY SCHOOLDISTRICT

GLENDALEMIDDLE SCHOOL

1430 ANDREW AVE, SALT LAKE CITY, UT 84104.

995 WEST BEARDSLEY PLACESALT LAKE CITY, UT 84119

PERMIT

FA601

No. 181563DAVID E.

WESEMANNLIC

EN

SED

PROFESS IONAL

ENG

INE

ER

STATE OF UTAH

01/15/2020