UTAH STATE UNIVERSITY

HPER REMODEL

Issue Type:

BID SET

Issue Date:

JUNE 20, 2017

Project Number

17-034

SHEET INDEX

GENERAL

GI001 COVER SHEET

GI002 CODE INFORMATION

GI003 LEVEL 1 CODE PLAN

ARCHITECTURAL

AE001 ABBREVIATIONS, SYMBOLS, LEGENDS,

& ACCESSORY MOUNTING HEIGHTS

AD101 LEVEL 1 DEMOLITION PLAN

AE101 LEVEL 1 FLOOR PLAN & REFLECTED CEILING PLAN

AE101.D LEVEL 1 DIMENSION FLOOR PLAN

AE401 INTERIOR ELEVATIONS

AE402 INTERIOR ELEVATIONS AND ENLARGED FLOOR PLANS

AE501 MILLWORK DETAILS

AE502 DETAILS

AE503 STRUCTURAL DETAILS

AE504 SKYLIGHT DETAILS

AE601 DOOR ELEVATIONS AND SCHEDULES

MECHANICAL

ME001 SYMBOLS AND LEGEND

ME501 MECHANICAL DETAILS AND SCHEDULES

ME601 MECHANICAL SCHEDULES

MD101 LEVEL 1 MECHANICAL & PLUMBING DEMOLITION PLAN

MD401 ENLARGED PLUMBING AND PIPING DEMOLITION PLANS

MH101 LEVEL 1 MECHANICAL & PLUMBING PLANS

MH401 ENLARGED PLUMBING AND PIPING PLANS

ELECTRICAL

EE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES

EE501 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING HEIGHT DETAILS

ED101 LEVEL 1 ELECTRICAL DEMOLITION PLAN

ED102 LEVEL 1 ELECTRICAL DEMOLITION RCP

EP101 LEVEL 1 POWER PLAN

EP601 EQUIPMENT SCHEDULE & RISERS

EL101 LEVEL 1 LIGHTING PLAN

EL601 LIGHTING FIXTURE SCHEDULE, RISERS & SECTIONS

EL602 LIGHTING CONTROL SCHEDULES

EY101 LEVEL 1 AUXILIARY PLAN

EY601 AUXILIARY RISER DIAGRAMS

COVER SHEET AND

INDEX

GI001

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

CODE INFORMATION

GI002

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

North: ______ South: ______ East: ______ West: ______

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

d) Unlimited Area Building: Yes ______ No ______ Code Section: ______

a

a

3) Three Story: A (3)______

2) Two Story: A (2)______

1) One Story: ______

c) Total Allowable Area for:

1

_

<

Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a)

UNLIMITED

Official for Complex Buildings. Including, but not limited to:

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building

Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

d) Drinking Fountains: ______ Service Sinks: ______

c) Bath Tubs or Showers: ______

b) Lavatories - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ____________ Exit Width Provided: ______

Element Hours

Assembly

ListingListing

Element

Assembly

Hours

Smoke Partitions

Fire Partitions

Exterior Bearing Walls

Interior Bearing Walls

Exterior Non-Bearing Walls

Structural Frame

Partitions - Permanent

Fire Barriers

Floors - Ceiling Floors

Roofs - Ceiling Roofs

Exterior Doors and Windows

Shaft Enclosures

Fire Walls

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

L. Design Occupant Load: ______

K. Fire Resistance Rating Requirements for Building Elements (hours).

Area Modifications:J:

____________________________________________Tabular Area:I:

per Floor (square feet): __________________________Actual AreaH:

Number of Stories: ______ Building Height: __________G:

Required: ______ Provided: ______ Type of Sprinkler System: ________________

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

Guildelines

ADA Accessibility

Building Conservation

Uniform Code for

National Electrical Code

Conservation Code

International Energy

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

CODE ANALYSIS

2014

2015

2015

2015

2012

A3 B

XX

D 90

0 00 0

UL

NOT APPLICABLE

2,410

UNLIMITED

UL

X

TABLE 503

2

2

2

0

0

2

1

0

2

24

0.2" PER OCC72"

40 47 44 59

31 3135

52

0

48 5

2015

NOT APPLICABLE

3

43' - 9-1/2"

N/A

N/A2

2015

2012

*NO CHANGE TO OCCUPANT LOAD

1. General Comments:

a) These guidelines shall apply to all nonstructural components installed in newly constructed buildings, building additions, and all new or replaced components

in existing buildings. Nonstructural components consist of architectural, mechanical and electrical components that are permanently attached to the primary

structure.

b) When a change in occupancy occurs that causes an existing building to be re classified to a higher Occupancy Category per IBC Table 1604.5, all existing

nonstructural components shall be confirmed to meet the seismic restraint requirements of Chapter 13 in ASCE 7.

c) These guidelines define the minimum submittal requirements to obtain DFCM approval for seismic restraint of nonstructural components. The guidelines noted

herein shall not cancel or set aside more conservative requirements specified by the design professional in responsible charge.

d) All references made to the IBC or ASCE 7 reference the 2006 and 2005 editions, respectively.

2. Checklist Requirements:

a) All DFCM projects shall have the “Nonstructural Component Checklist” clearly shown on the front of the construction plans. Click here to download a PDF of this

checklist.

b) Each item within the checklists shall have the appropriate box checked and comments shall be provided noting the particular component(s) that require seismic

restraint. See the example checklists provided at the end of this handout.

c) The “Not Required” box should only be checked if the component is exempt from requiring seismic restraint by Section 13.1.4 of ASCE 7, or if the component in

question will not be provided as part of the project.

d) If the “Deferred Submittal” box is checked the additional requirements of Section 6 included in this handout must be met.

3. Submittal Requirements:

a) The seismic restraint requirements for nonstructural components may be provided with the original construction documents submitted to DFCM or may be

submitted later as a deferred submittal. Whether provided with the original plans or later, the requirements of this section must be met.

b) Seismic restraint submittals shall include construction documents meeting the requirements of Section 4 of this handout as well as supporting design

information discussed in Section 5 of this handout.

4. Construction Documents:

a) The construction documents must include seismic restraint details providing specific information relating to the materials, type, size, and locations of

anchorages; materials used for bracing; attachment requirements of bracing to structure and component; and locations of transverse and longitudinal sway bracing

and rod stiffeners.

b) The construction documents must note the special inspection and testing requirements for the seismic restraint of nonstructural components per Section 13.2.7

of ASCE 7.

c) DFCM will accept products that have been tested and listed under the ICC Evaluation Service Program, as long as they are installed in accordance with the

provisions and limitations of the ICC Listing Report.

d) The requirements for anchorage/bracing of nonstructural components cannot be satisfied by a general reference to Design Manuals. Design professional may

utilize these manuals as a basis of their design, but must provide all supporting documentation to ensure that the design conforms to the requirements of the 2006

IBC.

e) Rod hangers shall not be used as seismic supports unless the length of the hanger from the supporting structure is 12 in. or less. Rod hangers shall not be

constructed in a manner that subjects the rod to bending moments.

5. Seismic Restraint Design Requirements:

a) Per IBC 1613.1, the seismic restraint of nonstructural components shall meet the requirements of ASCE 7. If the component in question is exempted by Section

13.1.4 of ASCE 7, a submittal noting the seismic restraint of that particular component is not required.

b) The seismic restraint design must meet the requirements listed in Table 13.2 1 of ASCE 7. These requirements may be met by providing either a

project specific design prepared by a registered design professional, or a manufacturer’s certification that the component is seismically qualified.

c) A certificate of seismic qualification by the manufacturer must be accompanied by one of the following items:

- An engineered analysis conforming to the requirements of Chapter 13 of ASCE 7.

- Testing by a nationally recognized testing standard procedure such as ICC ES AC 156. The substantiated seismic design capacities shall exceed the seismic

demands determined by Section 13.3 of ASCE 7.

- Experience data conforming to a nationally recognized procedure. The substantiated seismic design capacities shall exceed the seismic demands determined by

Section 13.3 of ASCE 7.

d) The following seismic restraint publications shall be considered “Accepted Engineering Practice”:

- Seismic Restraint Manual, Guidelines for Mechanical Systems (3rd Edition, published by SMACNA)

- Guidelines and details that have been evaluated and reported under the International Code Council Evaluation Service Program (ICC ES).

- Seismic restraint manuals, guidelines and details that have been approved by the California Office of Statewide Health Planning and Development (OSHPD) under

their pre-approval program for seismic restraint systems.

6. Deferred Submittals:

a) Deferred submittals of seismic restraint of nonstructural components must be submitted to the DFCM Building Official 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.

b) Deferred submittals shall be clearly noted on the construction plans as required by IBC 106.3.4.2. Prior to submitting to the DFCM Building Official, the submittal

must be reviewed by the design professional in responsible charge and approved for general conformance with the design of the building. Please note on the plans

that no deferred submittal element shall be installed until DFCM approval has been received.

c) If seismic restraints of nonstructural components are installed prior to receiving DFCM 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.

DFCM GUIDELINES FOR SEISMIC RESTRAINT

OF NONSTRUCTURAL COMPONENTS

DEFERRED SUBMITTALS

CONTRACTOR TO PROVIDE DEFERRED SUBMITTALS FOR THE FOLLOWING ITEMS

1. FIRE SPRINKLER SYSTEM PLANS - Complete submittal form from Utah State Fire Marshal's website http://publicsafety.utah.gov/firemarshal

2. FIRE ALARM PLANS - Complete submittal form from Utah State Fire Marshal's website http://publicsafety.utah.gov/firemarshal

4. SEE THE NONSTRUCTURAL COMPONENT CHECKLIST ON THIS SHEET FOR ADDITIONAL DEFERRED MEP COMPONENTS.

REQUIREMENTS FOR OCCUPANCY

1. A CODE INSPECTION REPORT RECOMMENDING THAT A CERTIFICATE OF OCCUPANCY BE ISSUED.

2. FINAL REPORT FROM THE SPECIAL INSPECTION AGENCY.

3. CERTIFICATE OF FIRE CLEARANCE FROM THE STATE FIRE MARSHAL.

4. FINAL APPROVAL FROM THE STATE ELEVATOR INSPECTOR, IF APPLICABLE.

5. FINAL APPROVAL FROM THE STATE BOILER INSPECTOR, IF APPLICABLE.

6. REPORT OF THE DISINFECTION OF THE POTABLE WATER SYSTEM. IPC 601.

7. A CERTIFICATE OF COMPLIANCE FROM THE APPROVED FABRICATOR, IF APPLICABLE. IBC 1704.2.2

8. A STAMPED AND SIGNED FINAL REPORT FROM THE STRUCTURAL ENGINEER WHEN STRUCTURAL OBSERVATION IS REQUIRED BY IBC 1710.

9. FINAL REPORT FROM THE SPECIAL INSTPECTOR AND THE MECHANICAL ENGINEER WHEN SMOKE CONTROL IS REQUIRED. THE REPORTS

MUST COMPLY WITH IBC 909.18.8.3.

10. THE NFRC CERTIFICATE TO SHOW COMPLIANCE WITH THE FENESTRATION REQUIREMENTS OF THE INTERNATIONAL ENERGY.

ITEM DESCRIPTION

ARCHITECTURAL COMPONENTS

Cabinets (i.e. storage cabinets, equip., etc.)

Interior Nonstructural Walls & Partitions

NONSTRUCTURAL COMPONENT CHECKLIST

REQUIRED

NOT

DOCUMENTS

ON CONST.

SUBMITTAL

DEFERRED COMMENTS

Ceilings (i.e. suspended grid or hard-lid)

Access Floors

Storage Racks

Appendages & Ornamentations

Signs & Billboards

Others:

MEP COMPONENTS:

Fire Sprinklers

Mechanical Equipments (i.e. HVAC, fans, air handlers, boilers, furnaces,

tanks, chillers, water heaters, heat exchangers, evaporates, engines,

turbines, pumps, compressors, MFR equipments, etc.)

Electrical Equipments (i.e. generators, batteries inverters, transformers,

MCC, panel boards, switch gear, cabinets, etc.)

Communication equipments, computers, instrumentation, and controls

Roof - mounted chimneys, stacks, cooling & electrical towers, skylights

Lighting fixtures

Vibration isolated components

Piping & conduit system

Ductwork (including in-line components)

Conveyors

Others:

NOTES

1. Deferred submittals for seismic restraint of nonstructural components must be submitted to the DFCM Building Official a minimum of two weeks prior to

the planned installation in order to allow for plan review and forwarding to inspectors. In the vent that the submittal is deficient additional time may become

necessary.

2. If seismic restraints of nonstructural components are installed prior to receiving DFCM approval they shall not be covered or concealed until receiving

both plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs.

3. The requirements for seismic restraint of nonstructural components cannot be satisfied by a general reference to Design Manuals. The design

professional may utilize these manuals as a basis of their design, but must provide all supporting documentation to ensure that the design conforms to the

requirements of ASCE 7-05, Chapter 13.

4. Submittals must include details of the proposed seismic restraint of nonstructural components. These details must show specific information relating to

the materials, type, size, and locations of anchorages; materials used for bracing attachment requirements of bracing to structure and component; and

locations of transverse and longitudinal sway bracing and rod stiffeners. Submittals may also require structural calculations, engineering reports, test data,

and/or specifications to ensure code compliance.

5. SEE NOTE ON THE NONSTRUCTURAL COMPONENT CHECKLIST ON THIS SHEET FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

6. SIGNAGE.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Mechanical Submittal

Electrical Submittal

Mechanical & Electrical Submittal

Mechanical Submittals

1

10 11 12 14 15 16 17 1813

TD

~

110'-6"

EXIT

EXIT

TD ~ 126'-1"

100

RECEPTION

101

OFFICE

102

WAITING

103

WORK/

COPY

104

PEER

ADV

105

OFFICE

106

OFFICE

107

STG

108

OFFICE

109

OFFICE

110

WAITING

111

OFFICE

112

OFFICE

N.T.S.

LEVEL 1 ENLARGED CODE PLAN A4

GI003

OVERALL CODE

PLANS

GI003

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

LEGEND

FIRE EXTINGUISHER

TRAVEL DISTANCE (TD)

TD

KEYED NOTES

1 FIRE EXTINGUISHER

EXIT SIGN

FEC

N

ABBREVIATIONS GRAPHIC SYMBOLS

TILE

OTHERWISE

OR SIDEWALK

SQUARE FOOT

FIRE EXTINGUISHER F.E.C.

OF ARCHITECTS

COEFFICIENT

BOARD

BITUM.

PERPENDICULAR PERP.

MISCELLANEOUS MISC.

INFORMATION INFO.

HYD HYDRANT

EXPANSION JOINT E.J.

CABINET

TOP OF FOOTING T.O.F.

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTION JOINT C.T.J.

CONSTRUCTION JOINT C.J.

AIR CONDITIONING

CONTRACTOR INSTALLED

TESTING MATERIALS

@

ADJ.

A.F.F.

ALUM.

A.S.T.M.

BD.

BLDG.

B.M.

B.O.

BRG.

BTWN.

CER.

CLG.

CLR.

CMU

COL.

CONC.

CONT.

CONST.

COORD.

DBL.

DIA.

DTL.

DWGS.

EA.

ELEV.

EQ.

E.S.

EXIST.

EXPAN.

EXT.

E.W.C.

F.D.

FDN.

F.E.

F.F.

FIN.

FLR.

FTG.

GA.

GALV.

GFCI

GND.

GOVT.

GWB.

GYP. BD.

HC.

HDW.

H.M.

HORIZ.

HR.

HT.

HVAC

I.D.

INSUL.

LAV.

LT.

MECH.

MANUF.

MIN.

M.O.

MTL.

N.I.C.

NO.

N.T.S.

O.C.

O.D.

O.H.

OPP.

PART.

PL.

PNTD.

P.S.I.

R.D.

RAD.

REINF.

REQ'D

RM.

R.O.

S.D.I.

SHR.

SHT.

SIM.

SPEC.

STC

STD.

STR.

SUSP.

THRU

T.O.

T.O.A.

T.O.C.

T.O.S.

T.O.W.

TYP.

VCT

VERT.

VEST.

W/

WD.

AT

CENTER LINE

ADJUSTABLE

ABOVE FINISH FLOOR

ALUMINUM

AMERICAN SOCIETY FOR

BITUMINOUS

BUILDING

BENCHMARK

BOTTOM OF

BEARING

BETWEEN

CERAMIC

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CONSTRUCTION

COORDINATE

DOUBLE

DIAMETER

DETAIL

DRAWINGS

EACH

ELEVATION

EQUAL

EACH SIDE

EXISTING

EXPANSION

EXTERIOR

ELECTRIC WATER COOLER

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

FINISH

FLOOR

FOOTING

GAGE/GAUGE

GALVANIZED

GOVERNMENT FURNISHED

GROUND

GOVERNMENT

GYPSUM WALL BOARD

GYPSUM WALL BOARD

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HEATING/VENTILATION/

INSIDE DIAMETER

INSULATION

LAVATORY

LIGHT

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

PARTITION

PLATE

PAINTED

POUNDS PER SQUARE INCH

ROOF DRAIN

RADIUS

REINFORCED

REQUIRED

ROOM

ROUGH OPENING

STEEL DECK INSTITUTE

SHOWER

SHEET

SIMILAR

SPECIFICATION

SOUND TRANSMISSION

STANDARD

STRUCTURAL

SUSPENDED

THROUGH

TOP OF

TOP OF ASPHALT

TOP OF CURB

TOP OF SLAB

TOP OF WALL

TYPICAL

VINYL COMPOSITION

VERTICAL

VESTIBULE

WITH

WOOD

MAINTENANCE MAINT.

MAXIMUM MAX.

MATERIAL MAT.

OHD OVERHEAD DOOR

PROTECTION PROT.

SUPER. SUPERVISOR

DIAMETER

C

L

DEPARTMENT DEPT

ELEVATION EL.

APPROXIMATE APPROX.

GALLONS PER MINUTE GPM

GALLON GAL.

QTY. QUANTITY

MANUFACTURER MFR.

VENEER VNR.

UNLESS NOTED U.N.O.

B.P. BASE PLATE

A.I.A. AMERICAN INSTITUTE

BOT. BOTTOM

C.P. CAP PLATE

A.B. ANCHOR BOLT

E.F. EACH FACE

O.F. OUTSIDE FACE

I.F. INSIDE FACE 3L THREE LAYERS

P.C.F. POUNDS PER CUBIC FOOT

P.S.F. POUNDS PER

LT. WT. LIGHT WEIGHT

S.J.I. STEEL JOIST INSTITUTE

SCHED. SCHEDULE

M.C.J. MASONRY CONTROL JOINT

ARCH. ARCHITECTURAL

ABV. ABOVE

P.L.F. POUNDS PER LINEAL FOOT

O.W.S.J. OPEN WEB STEEL JOIST

FDTN. FOUNDATION

T.

DET. DETAIL

W.W.F. WELDED WIRE FABRIC

IN. INCHES

FT. FEET

H.S.A. HEADED STUD ANCHOR

D.B.A. DEFORMED BAR ANCHOR

STIFF. STIFFENER

E.W. EACH WAY

L ANGLE

RE: REFERENCE TO

W.A.S. WALL AS SCHEDULED

# NUMBER

PLYWOOD

QUARRY/CERAMIC TILE

EARTH

CONTINUOUS ROUGH WOOD

METAL (LARGE SCALE)

BLOCKING, ROUGH WOOD

GRAVEL

MATERIALS/LEGEND

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

WINDOW TYPE

X

NOTE: ALL MATERIALS

REFERENCED ARE NEW

UNLESS NOTED OTHERWISE

ELEVATION MARKER

REVISION NOTE

ROOM NAME

#

###

XXX

FINISH GRADE WOOD

STEEL

REFERENCE (SINGLE)

WALL TYPE

DETAIL NUMBER

INTERIOR ELEVATION

REFERENCE (MULTIPLE)

DETAIL NUMBER

SHEET NUMBER

A1

AE202

INTERIOR ELEVATION

SECTION REFERENCE

A4

AE301

REFERENCE

EXTERIOR ELEVATION

DETAIL REFERENCE

C5

AE502

MASONRY

CARPET

ACOUSTICAL TILE

COMPACTED FILL

METAL STUD FRAMING

ASPHALT

DOOR NUMBER

CCL

1

CCT

AE101

KEYNOTE

CCL - LONGITUDINAL

CENTER LINE

CCT - TRANSVERSE

CENTER LINE

GRID REFERENCE MARK

2 LETTER DESIGNATOR

DISCIPLINE

SHEET TYPE

SHEET NUMBER SEQUENCE

(CONSULTING ENGINEERS TO

FOLLOW SAME)

PROJECT DRAWING SHEET

NUMBERING SYSTEM

2

A4

3

AE402

1

4

####

A

X

X

C.P.C.I. CONTRACTOR PROVIDED

CONTRACTOR INSTALLED

O.P.C.I.

O.P.O.I.

OWNER PROVIDED

OWNER PROVIDED

OWNER INSTALLED

CONTRACTOR INSTALLED

X

EQUIPMENT TAG

XXFINISH TAG

A4

AE401

4'-0" M

AX

.

4'-8"

C

L

C

L

1'-3" M

IN

.

FIRE

EXTINGUISHER

CABINETS

LIGHT

SWITCH,

THERMOSTAT

& FIRE

ALARM

CLOTHES/

ROBE

HOOKS

TYPICAL

OUTLET

FLOOR

LINE

3'-2" M

AX

.

SOAP

DISPENSER

C

L

4'-6"

5'-0"

SIGNAGE

4'-0" M

AX

.

ABBREVIATIONS

SYMBOLS, LEGENDS,

& ACCESSORY

MOUNTING HEIGHTS

AE001

NTS

TYPICAL ACCESSORY HEIGHTS A5

AE001

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

5'-7" 5'-10 1/4"

14

'-4

"

1'-8

"4

'-4

"

6'-4 1/2"

1

1

1

12

8

3

119

12

12

2

4

7

12

2

6

10

5

5

1/8" = 1'-0"

LEVEL 1 DEMOLITION PLAN C4

AD101

KEYED NOTES

1 OWNER TO REMOVE EQUIPMENT. RELOCATE.

2 REMOVE WALL MOUNTED SIGNAGE. SALVAGE TO OWNER.

3 REMOVE COUNTERTOP. DISPOSE. BASE CABINETS AND UPPER CABINETS TO REMAIN.

PROTECT.

4 REMOVE WALL TILE & GYPSUM BOARD TO STUD.

5 EXISTING SKYLIGHT. EXTEND TUBE TO NEW LOCATION.

6 REMOVE STRUCTURAL COLUMN. SEE DETAILS A2/AE503, A3/AE503, & A5/AE503.

7 REMOVE MASONRY TO DECK.

8 REMOVE MASONRY HEIGHT AND WIDTH OF NEW DOOR ONLY. SEE DETAIL D3/AE503.

9 BEARING WALL. REMOVE MASONRY HEIGHT AND WIDTH OF NEW OPENING ONLY. SEE

DETAIL C2/AE503 & C3/AE503.

10 REMOVE EXISTING MAILBOXES. RELOCATE.

11 REMOVE DOOR FRAME. DISPOSE.

12 SAW CUT AND REMOVE MASONRY WALL.

DEMOLISH CEILING INCLUDING ASSOCIATED FIXTURES.

DISPOSE.

CONTRACTOR TO COORDINATE POTENTIAL ASBESTOS WITH

OWNER BEFORE DEMOLITION. OWNER RESPONSIBLE FOR ALL

ASBESTOS REMOVAL.

CONSTRUCTION LIMIT LINE.

DEMOLISH ALL ITEMS

SHOWN DASHED. DISPOSE.

N

GENERAL NOTES & LEGEND

ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND

THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO COMMENCEMENT OF

DEMOLITION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.

GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DEMOLITION WORK WITH

MECHANICAL, ELECTRICAL, AND KITCHEN EQUIPMENT FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

PATCH AND REPAIR EXISTING FLOOR WHERE DAMAGED BY CONSTRUCTION.

PROTECT ALL EXISTING ITEMS TO REMAIN DURING CONSTRUCTION.

DO NOT SCALE DRAWINGS.

REMOVE MASONRY TO DECK ON ALL NON-BEARING DEMOLISHED BLOCK WALLS.

AD101

LEVEL 1

DEMOLITION PLAN &

REFLECTED CEILING

PLAN

1/8" = 1'-0"

LEVEL 1 DEMOLITION REFLECTED CEILING PLAN A4

AD101

N

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

REMOVE EXISTING CARPET, CASEWORK, WALL

ACCESSORIES, AND ASSOCIATED ITEMS. DISPOSE.

B1

100

RECEPTION

101

OFFICE

102

WAITING

103

WORK/

COPY

104

PEER

ADV

105

OFFICE

106

OFFICE

107

STG

108

OFFICE

109

OFFICE

110

WAITING

111

OFFICE

112

OFFICE

101

103

105

106

107

108

109

111

112

W1F1 W2

B1 W1F2

B1 W1F2

B1 W1F2

B1 W1F1

W3

B1 W1F2 W3

B1 W1F1 W2

B1 W1F2 W3

W3

W3

W3

B1 W1F2 W3

B1 W1F2 W3

B1 W1F2 W3

C2

AE402

100A

B1

W1

F1

100B

110

B1 W1F2 W3

B1 W1F2 W3

W3

B

B

B2

B2

3

1

1

12

45

11

11

10

6

9 1

8

1

7

C4

AE402

C1

9'-0"

C1

9'-0"

C1

9'-0"

C1

9'-0"

C1

8'-0"

C1

9'-0"

C1

9'-0"

C1

9'-0"

100

RECEPT

101

OFFICE

103

WORK/

COPY

104

PEER

ADV

105

OFFICE

106

OFFICE

107

STG

108

OFFICE

109

OFFICE

C2

110

WAITING

C1

9'-0"

112

OFFICE

C1

9'-0"

111

OFFICE

C1

9'-0"

2

1/8" = 1'-0"

LEVEL 1 FLOOR PLAN A4

AD101

N

AE101

LEVEL 1

FLOOR PLAN &

REFLECTED CEILING

PLAN

1/8" = 1'-0"

LEVEL 1 REFLECTED CEILING PLAN A4

AD101

N

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

KEYED NOTES

1 CMU IN-FILL. MATCH BLOCK TO EXISTING. MATCH MORTAR TO EXISTING.

2 PATCH AND REPAIR EXISTING GYPSUM BOARD CEILING.

3 FIRE EXTINGUISHER

4 NEW COUNTERTOP.

5 REFINISH EXISTING BASE & UPPER CABINETS.

6 COPY MACHINE. OPOI

7 NEW STRUCTURAL COLUMN. SEE DETAILS A2/AE503, A3/AE503, & A5/AE503.

8 MAILBOXES. OPCI

9 REINFORCE EXISTING MASONRY ABOVE OPENING. SEE DETAILS C2/AE503 & C3/AE503.

10 MONITOR. OPCI.

11 SEE DETAIL D3/AE502.

12 REINFORCE EXISTING MASONRY ABOVE OPENING. SEE DETAIL D3/AE503.

CONSTRUCTION LIMIT LINE.

GENERAL NOTES & LEGEND

ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE

ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS OR CONFLICTS IN THE DRAWINGS BEFORE

BEGINNING WORK.

DO NOT SCALE DRAWINGS.

PROTECT ALL EXISTING ITEMS TO REMAIN DURING CONSTRUCTION.

SEES DETAILS B4/AE502 & B5/AE502 FOR SEISMIC BRACING

FLOOR FINISH

WALL FINISH

BASE FINISH

FINISH KEY LEGEND

X X X

FINISH LEGEND

C1 2' x 2' LAY-IN CEILING USG MARS

C3 PAINTED GYPSUM BOARD. PAINT COLOR W1 PER FINISH

SCHEDULE AE601.

CEILING TYPE

CEILING KEY LEGEND

CEILING HEIGHT

CX

X'-XX"

CEILING LEGEND

C2 2' x 2' LAY-IN CEILING USG HALCYON

C4 WOOD VENEER PANEL CEILING

LIGHT FIXTURES

SKYLIGHT. SEE DETAILS A3/AE504 & A5/AE504

MOTION SENSOR

EXIT SIGN

F2 SHAW CARPET, GRIT 59530 SIZE 18" x 36"

F1 SHAW CARPET, TRACK TILE 5T204 SIZE: 12" x 48"

100

RECEPTION

101

OFFICE

102

WAITING

103

WORK/

COPY

104

PEER

ADV

105

OFFICE

106

OFFICE

107

STG

108

OFFICE

109

OFFICE

110

WAITING

111

OFFICE

112

OFFICE

13'-0"9'-10"

13

'-4

1

/8

"

5'-5 1/2" 5'-9 5/8"

6"

3'-0

"1

'-6

"

5'-4

1

/4

"7

'-7

1

/4

"1

1'-0

7

/8

"5

'-7

1

/8

"

12'-3" 7'-6 1/2"1

3'-4

"

1'-2"

3'-0

"4

'-0

"

12'-3"

AE101.D

LEVEL 1

DIMENSION FLOOR

PLAN

1/8" = 1'-0"

LEVEL 1 DIMENSION FLOOR PLAN A4

AD101

N

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

CONSTRUCTION LIMIT LINE.

GENERAL NOTES & LEGEND

ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE

ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS OR CONFLICTS IN THE DRAWINGS BEFORE

BEGINNING WORK.

DO NOT SCALE DRAWINGS.

PROTECT ALL EXISTING ITEMS TO REMAIN DURING CONSTRUCTION.

2

A5

AE501

A4

AE501

B4

AE501

B5

AE501

A2

AE501

8'-9 1/4"

2'-5

"

5

3

5

1

4

4

2

3

5

6 6

6

7

3

8

100A

100B

10

1

OPENING

5'-9"

7'-0"

CLEAR

2'-0"

9'-0"

3'-9" 8'-10"3'-0"

CLEAR

1'-0

"2

'-6

"

10"

1'-0

"2

'-6

"

2" 2"

9

6

1

6

9'-0

"

6

B2

AE501

1

71

1

1/2" = 1'-0"

INTERIOR ELEVATION B4

AE401

INTERIOR

ELEVATIONS

AE401

1/2" = 1'-0"

INTERIOR ELEVATION B2

AE401

1/2" = 1'-0"

INTERIOR ELEVATION C2

AE4011/2" = 1'-0"

INTERIOR ELEVATION C4

AE401

1/2" = 1'-0"

INTERIOR ELEVATION A4

AE401

GENERAL NOTES & LEGEND

ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE

ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS OR CONFLICTS IN THE DRAWINGS BEFORE

BEGINNING WORK.

SEE AE601 FOR EQUIPMENT SCHEDULE.

KEYED NOTES

1 WOOD VENEER PANELS. SEE DETAIL C2/AE502

2 RECEPTION DESK.

3 RECEPTION DIVIDER. SEE DETAIL A2/AE501

4 BASE CABINET. TOP DRAWER TO BE LOCKABLE.

5 COUNTERTOP.

6 GYPSUM BOARD. PAINT.

7 SOFFIT LIGHTING.

8 STOREFRONT SYSTEM.

9 REINFORCE EXISTING MASONRY ABOVE OPENING. SEE DETAIL.

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

1/2" = 1'-0"

INTERIOR ELEVATION A2

AE401

C3

9'-0"

C4

8'-0"

C2

9'-0"

C3

9'-0"

B3

AE502

3'-2 3/4"1'-8 5/8"

2'-5 7/8"

100

RECEPT

C4

8'-0"

EQ

EQ

3"

102

WAITING

B3

AE502

2'-9 7/8"

A2

AE502

B4

AE502

AE

40

1

A2

AE

40

1

C4

AE

40

1

B4

AE401

B2

C2

AE401

A4

AE401

A4

AE402

AE

40

2

A3

AE402

A1

100

RECEPTION

101

OFFICE

102

WAITING

103

WORK/

COPY

B4

AE402

AE

40

2

B3

1

1

1

1

1

1

7

8

10

C4

AE501

C2

AE501

6

3

3

6

3

5

5'-0"

3'-0"

6'-0"

3 ADJ

USTA

BLE S

HELV

ES

C5

AE501

4

4

14'-3 3/4"

4 EQUAL PANELS

2

8

2

11

6'-10"

C4

AE501

C2

AE501

9

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

WORK/COPY 103 NORTH ELEVATION A4

AE402

1/4" = 1'-0"

ENLARGED RCP C4

AE402

ENLARGED RCP

& INTERIOR

ELEVATIONS

AE402

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

WORK/COPY 103 WEST ELEVATION A3

AE4021-1/2" = 1'-0"

OFFICE 101 ELEVATION A1

AE402

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

1/4" = 1'-0"

ENLARGED FLOOR PLAN C2

AE402

N N

GENERAL NOTES & LEGEND

ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE

ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS OR CONFLICTS IN THE DRAWINGS BEFORE

BEGINNING WORK.

SEE AE601 FOR EQUIPMENT SCHEDULE.

KEYED NOTES

1 FUUR WALL WITH WALL TYPE C.

2 WOOD VENEER PANELS. SEE DETAIL C2/AE502.

3 BASE CABINET.

4 UPPER CABINET.

5 ADJUSTABLE WOOD VENEER SHELVING,

6 COUNTERTOP.

7 REFINISH EXISTING BASE CABINET AND UPPER CABINET TO MATCH DOOR FINISH.

8 MONITOR. OPCO

9 SIGNAGE. OPOI.

10 WIDTH OF DOOR FRAME TO ACCOUNT FOR WOOD PANELING.

11 MAILBOXES. OPCI.

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

LOBBY DISPLAY ELEVATION B4

AE4021-1/2" = 1'-0"

WAITING 102 ELEVATION B3

AE402

CONSTRUCTION LIMIT LINE.

4"

2'-8

"

WIRE PULLS

3/4" PLASTIC

LAMINATE BOX

RUBBER BASE

3/4" WD VENEER DOOR

1" PLASTIC LAMINATE

ADJUSTABLE SHELVES

3'-0

"

3'-6

"

4"

8"

3/4" P. LAM PANEL

QUARTZ COUNTERTOP

STAINLESS STEEL BASE

CABINET CONSTRUCTION

3/4" P.LAM PANEL

2'-10"

QUARTZ COUNTERTOP

2'-7 1/4"

1'-5

"1

'-1

"

3'-0"

3/4" WOOD VENEER PANEL

4"

9"

1'-0"

3'-6

"

4"

8"

3/4" P. LAM PANEL

QUARTZ COUNTERTOP

STAINLESS STEEL BASE

CABINET CONSTRUCTION

3/4" P.LAM PANEL

2'-7 1/4"

1'-5

"1

'-1

"

3'-0"

3/4" WOOD VENEER PANEL

4"

9"

1'-0"

2'-1

0"

4"

3/4" P. LAM PANEL

QUARTZ COUNTERTOP

STAINLESS STEEL BASE

CABINET CONSTRUCTION

3/4" P.LAM PANEL

2'-10"

2'-1

"

QUARTZ PANEL

QUARTZ PANEL

2'-5

"

4"

QUARTZ COUNTERTOP W/

INTEGRAL 4" BACKSPLASH

STAINLESS STEEL BASE

BOX,BOX,FILE CABINET

CABINET FRAME

2'-1"

2'-1

"

3/4" WOOD VENEER

3/4" P. LAM

PULLS SEE SPEC.

3'-6

"

4"

8"

3/4" P. LAM PANEL

QUARTZ COUNTERTOP

STAINLESS STEEL BASE

CABINET CONSTRUCTION

3/4" P.LAM PANEL

2'-7 1/4"

1'-5

"1

'-1

"

3'-0"

3/4" WOOD VENEER

4"

9"

1'-0"

BOX,BOX,FILE CABINET

PULLS SEE SPEC.

3/4" WOOD VENEER

KEYBOARD AND MOUSE

TRAY

KEYBOARD AND MOUSE

TRAY

2'-5

"

4"

QUARTZ COUNTERTOP W/

INTEGRAL 4" BACKSPLASH

STAINLESS STEEL BASE

BOX,BOX,FILE CABINET

CABINET FRAME

2'-1"

2'-1

"

3/4" WOOD VENEER

3/4" P. LAM

PULLS SEE SPEC.

2'-1"

4"

2'-8

"

WIRE PULLS

3/4" PLASTIC

LAMINATE BOX

RUBBER BASE

3/4" WD VENEER DOOR

1" PLASTIC LAMINATE

ADJUSTABLE SHELVES

3'-0

"

2'-1"

QUARTZ COUNTERTOP

3/4" WOOD VENEER

SCRIBE TO WALL

3/4" WOOD VENEER DOOR

4'-6

"2

'-6

"

FINISHED FLOOR

PULLS SEE SPEC.

(2)

3

4

" WOOD VENEER

ADJUSTABLE SHELVES

3/4" WOOD VENEER

CABINET FRAME

LOCKABLE TOP DRAWER LOCKABLE TOP DRAWER

LOCKABLE TOP DRAWER

(2) FILE RAILS

3/4" WOOD VENEER

(2) FILE RAILS

(2) FILE RAILS

LOW PROFILE SUPPORT

BRACE. WHITE

LOW PROFILE SUPPORT

BRACE. WHITE

LOW PROFILE SUPPORT

BRACE. WHITE

LOW PROFILE SUPPORT

BRACE. WHITE

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

RECEPTION DETAIL A5

AE501

1/4" = 1'-0"

BASE CABINET C5

AE501

MILLWORK

DETAILS

AE501

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

RECEPTION DETAIL A4

AE501

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

RECEPTION DETAIL B5

AE5011-1/2" = 1'-0"

RECEPTION DETAIL B4

AE501

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

RECEPTION DETAIL A2

AE501

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

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

RECEPTION DETAIL B2

AE501

1/4" = 1'-0"

BASE CABINET C4

AE5011/4" = 1'-0"

UPPER CABINET C2

AE501

M

A

I

N

R

U

N

N

E

R

C

R

O

S

S

R

U

N

N

E

R

2" MIN.

2" MIN.

45° M

A

X

4

5

° M

A

X

4

5

°

M

A

X

4

5

°

M

A

X

(4) #12 GAGE WIRES SECURED TO MAIN

RUNNER WITHIN 2" OF CROSS RUNNER

INTERSECTION & SPLAYED 90 DEGREES FROM

EACH OTHER AT ANGLE NOT EXCEEDING 45

DEGREES FROM HORIZONTAL PLANE OF

CEILING.

3/4" STRUT FASTENED TO THE MAIN RUNNER

AND EXTENDED AND FASTENED TO UNISTRUT

GRID

NOTES:

1. MUST MEET IBC 2012

2. FIRST LINE OF LATERAL

BRACING 48" MAX. FROM

BOUNDRY WALL OR

CEILING DISCONTINUITY

3. ATTACH TO BOTTOM EDGE

OF VERTICAL FACE EXIST. STRUCT.

4.ELECTRICAL FIXTURES NOT TO

COMPROMISE

CEILING PERFORMANCE.

5. 12 GAGE VERT. WIRE TO HAVE

NO LESS THAN 3 TURNS AFTER

BEING ATTACHED TO SUSP.

CEILING SYSTEM.

VERTICAL WIRES

12 GA. AT 4'-0"

O.C.

WOOD VENEER

PANELS. SEE

DETAIL C2/AE502

EXTEND TO DECK

ELEV: SEE RCP

B.O. SOFFIT

ELEV: SEE RCP

B.O. SOFFIT

SUSPENDED CEILING

SYSTEM PER CEILING

PLAN.

PAINTED GYP. BD.

WOOD VENEER

PANELS. SEE

DETAIL C2/AE502

WALL FRAMING AS

PER WALL TYPE.

SEE ENLARGED REFLECTED CEILING PLANSEE ENLARGED REFLECTED CEILING PLAN

6 1/8"

SEE ENLARGED REFLECTED CEILING PLAN

9 3/8"

2 5/8"

WOOD VENEER

PANELS. SEE

DETAIL C2/AE502

LIGHTING

ELEV: SEE RCP

B.O. SOFFIT

PAINTED GYP. BD.

WALL FRAMING AS

PER WALL TYPE.

SEE ENLARGED REFLECTED CEILING PLAN

PLYWOOD

EXTEND TO DECK

EXTEND TO DECK

LIGHTING

2"

2"

3-5/8" 20 GA. METAL STUD. @ 16" O.C.

3-1/2" SOUND ATTENUATION BATTS.

GYP. BD. AS PER WALL TYPE.

WALL FRAMING AS PER WALL TYPE.

PAINTABLE CAULK ALL AROUND

HOLLOW METAL FRAME. PAINT.

FRAME ANCHOR PER SPEC.

DOOR PER SCHEDULE.

GYP. BD. AS PER WALL TYPE.

WALL FRAMING AS PER WALL TYPE.

PAINTABLE CAULK ALL AROUND

HOLLOW METAL FRAME. PAINT.

FRAME ANCHOR PER SPEC.

DOOR PER SCHEDULE.

(2) 18 GA. STUDS @ JAMBS TYP.

6" 20 GA. METAL STUD. @ 16" O.C.

BOTTOM OF STUCTURE

5/8" GYPSUM BOARD

BOTH SIDES, PAINT.

EXTEND GYP. BD. TO

DECK.

CEILING SYSTEM PER

CEILING PLAN

STUD WALL. PER

WALL TYPE. COORD.

HEIGHT W/

EQUIPMENT

5/8" GYPSUM BOARD BOTH SIDES,

PAINT. EXTEND GYP. BD. TO DECK.

5/8" GYPSUM BOARD BOTH SIDES,

PAINT. EXTEND GYP. BD. TO DECK.

6" SOUND ATTENUATION BATTS.

SEE WALL-TO-STRUCTURE DETAIL A1/AE502 SEE WALL-TO-STRUCTURE DETAIL A1/AE502

3/4" WOOD PANELING

Z-CLIP. COORDINATE STANDOFF

WITH RECEPTION AND CEILING

LAYOUT.

3/4" WOOD VENEER PANELING

SOLID WOOD EDGE. MATCH

VENEER.

WOOD VENEER BASE

FINISH FLOOR

GLAZING PER

SCHEDULE.

ALUM. STOREFRONT

FRAME

GLAZING PER SCHEDULE

ALUM. STOREFRONT FRAME.

SHIM AS REQ'D

4 1/2"

GLAZING PER SCHEDULE

SHIM AS REQ'D

BACK ROD & SEALANT

WALL FRAMING AS PER

WALL TYPE

METAL CORNER. TYP.

1-1/2" 20 GA. METAL STUD. @ 16" O.C.

5/8" GYPSUM BOARD, PAINT. EXTEND

GYP. BD. 6" ABOVE CEILING.

BREAK METAL

ALUM. WINDOW SYSTEM.

BACK ROD & SEALANT

FURR WALL WITH WALL

TYPE C.

EXISTING BLOCK WALL

4"

GYP. BD. AS PER

WALL TYPE.

WALL FRAMING AS PER WALL TYPE.

PAINTABLE CAULK ALL AROUND

HOLLOW METAL FRAME. PAINT.

FRAME ANCHOR PER SPEC.

DOOR PER SCHEDULE.

1"

2"

GYP. BD. AS PER

WALL TYPE.

WALL FRAMING AS

PER WALL TYPE.

PAINTABLE CAULK

ALL AROUND

HOLLOW METAL

FRAME. PAINT.

FRAME ANCHOR

PER SPEC.

DOOR PER

SCHEDULE.

1"

EXISTING BLOCK

EXISTING BLOCK

BACK ROD & SEALANT

CONT.

1 3/4"

ALUM. STOREFRONT FRAME.

5/8" GYP. BOARD

PAINT.

METAL CORNER

BEAD, TYP.

METAL CORNER,

TYP.

METAL STUD

@ 16" O.C.

BRACING PER

B4/AE003

CEILING TYPE AS

SHOWN ON PLAN

6"

TY

P.

CEILING TYPE AS

SHOWN ON PLAN

1"

TY

P

1"

TY

P

3" = 1'-0"

HOLLOW METAL DOOR JAMB C5

AE5023" = 1'-0"

HOLLOW METAL DOOR HEAD C4

AE502

3" = 1'-0"

WALL TYPE A A4

AE502

NTS

SEISMIC CEILING B4

AE502

3" = 1'-0"

WALL TYPE B A5

AE502

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

SOFFIT B3

AE502

3" = 1'-0"

WALL TYPE C A3

AE5023" = 1'-0"

HEADER DETAIL A2

AE502

DETAILS

AE502

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

3" = 1'-0"

WOOD PANELING C2

AE5023" = 1'-0"

STOREFRONT HEAD C3

AE502

3" = 1'-0"

STOREFRONT MULLION D3

AE5023" = 1'-0"

STOREFRONT MULLION D4

AE5023" = 1'-0"

STOREFRONT SILL D5

AE502

3" = 1'-0"

HOLLOW METAL DOOR HEAD C1

AE502

3" = 1'-0"

HOLLOW METAL DOOR JAMB D1

AE502

3" = 1'-0"

WALL TO STRUCTURE A1

AE502

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

SOFFIT B4

AE502

4"

GYP. BD. AS PER

WALL TYPE.

WALL FRAMING AS PER WALL TYPE.

PAINTABLE CAULK ALL AROUND

HOLLOW METAL FRAME. PAINT.

FRAME ANCHOR PER SPEC.

DOOR PER SCHEDULE.

1"

EXISTING BLOCK

SINGLE L4"x4"x1/4" STEEL ANGLE WITH

3" OF END BEARING. VERTICAL SIDE ON

WEST SIDE OF WALL. USE (3) 1/4" x

2-1/2" TIGHTEN SCREWS

EXISTING ROOF JOISTS

EXISTING ROOF JOISTS

EXISTING COLUMN TO BE REMOVED

NEW HSS3.1/2X3.1/2X5/16LOCATED IN PARTITION WALL

L3X3X1/4

NEW L3X3X1/4 ANGLE BRACE. ATTACHW/ 4" @ 3/16" FILLET WELD EACH END.WELD TO TOP FLANGE OF BEAM ANDTOP CHORD OF JOIST

NEW PARTITION WALL, SEE ARCH.

3'-0"

AE503

A3

3/16

1/4

3/4" X 4" X 10" BASEPLATE W/ (2)5/8" X 4" SIMPSON TITEN HD

3/4" X 6" X 8" CAP PLATE

NEW HSS3.1/2X3.1/2X5/16, CENTERIN ARCHITECTURAL WALL

1/4

1/4

EXISTING COLUMN TO BEREMOVED AFTER INSTALLATIONOF NEW COLUMN, SEE ARCH.

EXISTING 3/8" X 5" X 12" PLATEEACH SIDE, CONTRACTOR TO FIELDVERIFY AND CONFIRM PLATE AND1/4" FILLET WELD ALL AROUND

EXISTING BEAMS ADD 1/2" STIFFENER PLATE

PROVIDE LEVELING GROUT

EACH SIDE OF BEAM

6"

6"

EDGE OF CARBONFIBER BELOW

CARBON FIBER REINFORCMENT EACHSIDE OF BEAM (40 K TOTAL SHEARCAPACITY). WRAP BOTH SIDES ANDBOTTOM OF BEAM.

CONCRETECOLUMN BELOW

EXISTING CONCRETEFLOOR BEAMS AND JOISTS

6"

6"

6"

CARBON FIBER REINFORCMENT EACHSIDE OF BEAM (40 K TOTAL SHEARCAPACITY). WRAP BOTH SIDES ANDBOTTOM OF BEAM.

REMOVE FLANGE ABOVE DOOROPENING

SEE ARCH. FOR OPENING WIDTH

3/4" Ø THRU RODS @ 16" O.C. PLUGWELD AND GRIND SMOOTH

L4X4X1/4 ANGLE EACH SIDEOF WALL, TYPICAL

(2) 3/4" Ø THRU RODS @ 12" O.C.AT TOP OF ANGLES (THROUGHCONCRETE BEAM) PLUG WELD ANDGRIND SMOOTH

EX

IS

TIN

G C

ON

CR

ET

E B

EA

M

AE503

C3

SCAN EXISTING CONCRETE BEAMPRIOR TO DRILLING HOLES AS TOAVOID EXISTING BEAM REINFORCING

1 1/4"

L4X4X1/4 ANGLES

3/16

N.T.S.

ANGLE DETAIL C3

AE503

N.T.S.

STRUCTURAL PARTIAL ROOF PLAN A5

AE503N.T.S.

COLUMN SECTION A3

AE503N.T.S.

CONCRETE COLUMN DETAIL A2

AE503

N.T.S.

OPENING REINFORCEMENT DETAIL C2

AE503

STRUCTURAL

DETAILS

AE503

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

N.T.S.

H.M. DOOR HEAD DETAIL D3

AE503

OPENING

6" RIGID INSULATION

DENS DECK

EXISTING ROOF

SYSTEM

EXISTING ROOF

SYSTEM

F.V.

OPENING

ROOF MEMBRANE TO MATCH

EXISTING AND COMPLY WITH ALL

EXISTING WARRANTY

REQUIREMENTS

OVERLAP ROOF

MEMBRANE AND TIE IN

PER MANUFACTURER

DIRECTIONS

TOP ANGLE

ADAPTER TUBE

BOTTOM ANGLE

ADAPTER TUBE

EYEBOLT

SUPPORT WIRE

DIFFUSER CLIP

GORE

1'-5"

1'-3"

1'-4"

8 3

/4

"

DOME SKYLIGHT

METAL PLATE

SAW CUT (E) ROOF

SLAB

CEILING.

SEE PLANS.

SKYLIGHT FLASHING

STEEL ANGLE

ROOF FLASHING ALL

AROUND TO MATCH

EXISTING AND

COMPLY WITH ALL

EXISTING WARRANTY

REQUIREMENTS

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

SKYLIGHT DETAIL A5

AE5033" = 1'-0"

SKYLIGHT ROOF DETAIL A3

AE503

SKYLIGHT

DETAILS

AE504

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

FINISHED FLOOR

AE502

C4

AE502

C5

AE502

C3

AE502

D3

FINISH SCHEDULE

BASE

RUBBER BASE

B2 WOOD VENEER

FLOOR

F1 CARPET TILE

B1

F2

TYPEITEM

WALL

PAINTED GYPSUM BOARDW1

W2

ROPPE: 4" CHARCOAL 123

DOOGE VENEERS: SPECIES: QTD PLAIN ANEGRE CUT: QUARTER

SHERWIN WILLIAMS: COLOR: ROMAN COLUMN SW 7562 FINISH: SATIN

NOTESSPECIFICATION (BASIS OF DESIGN)

SHAW: COLLECTION: ACTIVE STYLE: TRACK TILE 5T204 COLOR: STRATEGY 04555 SIZE: 12X48

D3' - 0"100A

B

C

B100B

SEE SPEC

SEE SPEC

DOOR

NUMBER

WIDTH HEIGHT

HARDWARE

GROUP

NOTES

HEAD JAMB TYPE

DETAILSIZE

FRAMEDOOR

TYPE

3' - 0" 7' - 0"

7' - 0"

101

103

7' - 0" A

A

A

B

106

SEE SPEC

SEE SPEC

SEE SPEC

C A107 7' - 0" SEE SPEC

3' - 0"

7' - 0"3' - 0"

7' - 0"3' - 0"

D1/AE502C1/AE502

D3/AE503

C5/AE502C4/AE502 A

A

FINISHED FLOOR

1

TYPE A

2" x SEE WALL TYPE

HM FRAME.

PAINT

TYPE C

ALUMINUM STOREFRONT

TYPE A WOOD PANEL

3'-0" x 7'-0"

WOOD FINISH TO MATCH

EXISTING

TYPE B WOOD PANEL

6'-0" x 7'-0"

WOOD FINISH TO MATCH

EXISTING

INSTALL PATTERN: BRICK, LINES MAIN PATTERN

DOOR SCHEDULE

DOOR TYPESFRAME TYPES

RATED

-

-

-

-

-

-

COMMENTS

105 A SEE SPEC9' - 0"3' - 0" A -

4'-0

"2

'-6

"6

"

6"8"

MISCELLANEOUS INTERIOR FINISHES

QUARTZ COUNTERTOP

BASE CABINET

CEILINGS

C1 LAY-IN

C2

GYPSUM BOARDC3

LAY-IN

C4 WOOD VENEER

HANSTONE QUARTZ: ROYAL BLANC - BA205

24"x24"x1" USG MARS HIGH NRC (0.90/30) SQUARE EDGE W/ 15/16" DX/DXL GRID

ALUMINUM STOREFRONT SYSTEM

TYPE C WOOD PANEL

3'-0" x 7'-0"

WOOD FINISH TO MATCH

EXISTING

INSTALL PATTERN: HERRINGBONE

WOOD VENEER

HDR HEADER TYPE 'X' GYPSUM BOARD. SHERWIN WILLIAMS: COLOR: ROMAN COLUMN SW 7562 FINISH: SATIN

WILSONART PLASTIC LAMINATE. MATCH WOOD VENEER PANELS

DOORS MATCH WOOD VENEER PANELS

DOOR FRAME MATCH WALL PAINT COLOR

WINDOW FRAME STOREFRONT ALUMINUM

4'-0

"2

'-6

"6

"

6" 2'-0"

1

108 A

B110

SEE SPEC

SEE SPEC

A A111 7' - 0" SEE SPEC

7' - 0"3' - 0"

7' - 0"3' - 0"

A

B

-

-

-

109 A SEE SPEC9' - 0" A -

A A112 7' - 0" SEE SPEC -

TYPE D

3'-0" x 7'-0"

ALUMINUM STOREFRONT

1 3/4"

3'-0"

1 3/4"

3'-0"

1 3/4"

7'-4 3/4"

EQEQ

2"

8'-8

"2

"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

D3/AE502C3/AE502

AE502

C1

AE502

D1

TYPE B

2" x SEE WALL TYPE

HM FRAME.

PAINT

C5/AE502C4/AE502

C5/AE502C4/AE502

C5/AE502C4/AE502

C5/AE502C4/AE502

C5/AE502C4/AE502

C5/AE502C4/AE502

C5/AE502C4/AE502

D1/AE502C1/AE502

2 1/8"

1 3/4"

2 1/8"

7'-0

"

AE502

D4

AE502

D5

RECEPTION DESK

RECEPTION TRANSACTION

HANSTONE QUARTZ: ROYAL BLANC - BA205

CARPET TILE

RECEPTION TOE KICK STAINLESS STEEL 4"

W3 PAINTED BRICK

SHAW: COLLECTION: BEYOND THE FOLD STYLE: EXPAND TILE 5T059 COLOR: GRIT 59530 SIZE: 18X36

DOOGE VENEERS: SPECIES: QTD PLAIN ANEGRE CUT: QUARTER

SHERWIN WILLIAMS: COLOR: ROMAN COLUMN SW 7562 FINISH: SATIN

DOOGE VENEERS: SPECIES: QTD PLAIN ANEGRE CUT: QUARTER

TYPE 'X' GYPSUM BOARD. SHERWIN WILLIAMS: COLOR: ROMAN COLUMN SW 7562 FINISH: SATIN

24"x24"x1" USG HALCYON HIGH NRC (0.90/30) FINELINE EDGE W/ DXF/DXFF 1/8 GRID

DOOGE VENEERS: SPECIES: QTD PLAIN ANEGRE CUT: QUARTER

SHERWIN WILLIAMS: COLOR: ROMAN COLUMN SW 7562 FINISH: SATIN

TO BE RUN HORIZONTAL TO RECEPTION DESK

ACCESSORY SCHEDULE

ROLLER SHADES (MANUAL)

COLOR WHITE GRAY (98) OPACITY 5%

WHITEBOARD 4' x 4'

MAKE/MODELITEM OPOI

X

ADP LEMCO 202AD

OPCI CPCI ROOM

VERTILUX POLYSCREEN VISION 550,

X

101, 105, 106

101, 104, 105, 106, 108, 109, 111, 112

MAILBOXES EXISTINGX

103

D1/AE502

COPY MACHINE EXISTINGX

103

MONITORX

LOBBY OUTSIDE RECEPTION

1

1/2" TEMPERED CLEAR GLAZING.

GLAZING SCHEDULE

DOOR ELEVATIONS

AND SCHEDULES

AE601

21 3 4 5

D

C

B

A

D

A

B

C

1 2 3 4 5

HPER Remodel

7000 Old Main Hill

Logan, UT 84322

STAMP

ISSUE: DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

#17-034

BID SET JUNE 20, 2017

NK

JN

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

sers

\lsk\

Des

ktop

\Rev

it Lo

cal F

iles\

2017

\201

7033

6 E

LEC

CE

NT

RA

L_ls

k.rv

t6/

19/2

017

4:06

:47

PM

SHEET INDEX,ABBREVIATIONS,

AND GENERALNOTES

EE001

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

ELECTRICAL SHEET INDEXEE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES

EE501 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING HEIGHT DETAILS

ED101 LEVEL 1 ELECTRICAL DEMOLITION PLAN

ED102 LEVEL 1 ELECTRICAL DEMOLITION RCP

EP101 LEVEL 1 POWER PLAN

EP601 EQUIPMENT SCHEDULE & RISERS

EL101 LEVEL 1 LIGHTING PLAN

EL601 LIGHTING FIXTURE SCHEDULE, RISERS & SECTIONS

EL602 LIGHTING CONTROL SCHEDULES

EY101 LEVEL 1 AUXILIARY PLAN

EY601 AUXILIARY RISER DIAGRAMS

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.

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.

SITE COORDINATIONTHE LOCATION, CAPACITY, AND VOLTAGE OF THE LINES ARE ALL IN ACCORDANCEWITH DATA GIVEN THIS OFFICE BY THE UTILITY COMPANY. COORDINATE WITHTHE LOCAL UTILITY COMPANY FOR THE INSTALLATION OF THE ELECTRICALSERVICE. COMPLY WITH UTILITY REGULATIONS. REPORT DISCREPANCIES TOTHE ENGINEER.

USULOGAN, UT

PERSON CONTACTED: MARK HOLTPHONE NUMBER: 435-797-4067EMAIL: MARK.HOLT@USU.EDU

ELECTRIC UTILITY

USULOGAN, UT

PERSON CONTACTED: DAVID TIDWELLPHONE NUMBER: 435-797-4321EMAIL: DAVID.TIDWELL@USU.EDU

TELECOMM UTILITY

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 FLEXIBLE METALCONDUIT

LFNC LIQUID TIGHT FLEXIBLENONMETALLIC CONDUIT

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISIONSYSTEM

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

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE, DOUBLE THROW

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 TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGESUPPRESSER

TYP TYPICAL

UF UNDERFLOOR

UGND UNDERGROUND

UPS UNINTERRUPTIBLE POWERSUPPLY

V VOLTS

VA VOLT AMPERE

VFC/VFD

VARIABLE FREQUENCY MOTORCONTROLLER

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 WITH DISABILITIESACT

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 AS SELECTEDBY ARCHITECT

CCTV CLOSED CIRCUIT TELEVISION

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFBA CUSTOM FINISH AS SELECTEDBY 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 METALLIC TUBING

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 FAULT INTERRUPTER

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

SYMBOL DESCRIPTION

SYMBOLS LEGENDSYMBOL DESCRIPTION

SYMBOLS LEGEND

SWITCH, THREE-WAY ("x" INDICATES FIXTURES CONTROLLED).X3

SWITCH, FOUR-WAY ("x" INDICATES FIXTURES CONTROLLED).X4

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

RECEPTACLE, CLOCK HANGER: NEMA 5-15R.C

RECEPTACLE, QUADRAPLEX: NEMA 5-20R.

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

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

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

RECEPTACLE, DUPLEX: NEMA 5-20R.

WIRING DEVICES

EXIT SIGN: DOUBLE FACE; WALL MOUNTED

EXIT SIGN: SINGLE FACE; CEILING MOUNTED

EXIT SIGN: DOUBLE FACE; CEILING MOUNTED

EXIT SIGN: SINGLE FACE; WALL MOUNTED

LIGHTING (REFER TO FIXTURE SCHEDULE FOR SYMBOLS)

FIXTURE IDENTIFICATION: (W-3) INDICATES FIXTURE TYPE ASSCHEDULED.

(W-3)

FIXTURE IDENTIFICATION, EMERGENCY WITH BATTERY PACK,CONNECTED TO GENERATOR AS INDICATED: (W-3) INDICATESFIXTURE TYPE AS SCHEDULED.

(W-3)

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

X

LIGHTING NETWORK SEGMENT MANAGERSM

DIGITAL LIGHTING ROOM CONTROLLERRC

DIGITAL LIGHTING DIMMING CONTROLLERDC

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

a,b

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

LIGHTING CONTROL

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

PHOTOCELL.P

CONTRACT LIMIT LINE: DASHDOT, WIDE LINE.

PROPERTY LINE: DASHED, WIDE LINE.

DEMOLITION LINE: DASHED, MEDIUM LINE

EXISTING TO REMAIN LINE: THIN LINE.

HIDDEN FEATURES LINE: HIDDEN, THIN LINE

NEW LINE: MEDIUM LINE.

MATCH LINE INDICATOR: CENTER, EXTRA WIDE LINE.MATCH LINE

SEE XX/X-XXX

BREAK, ROUND

BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING

CU-1 EQUIPMENT INDICATOR.

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

MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR REQUIREMENTS.

EARTH GROUND (ONE-LINE DIAGRAM).

JUNCTION BOX.J

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

1

LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE.

WIRING.

WIRING METHODS

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

75ALARM, HORN, CEILING MOUNTED. SUBSCRIPT INDICATESCANDELA RATING.

ALARM, HORN/STROBE, ONE ASSEMBLY.

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

DETECTOR, SMOKE.

FIRE ALARM

FIRE SYSTEM ANNUNCIATOR.FSA

FIRE ALARM CONTROL PANEL, SEMI-RECESSED.FCP

FIRE ALARM NOTIFICATION POWER SUPPLY.FPS

#SPEAKER, CEILING MOUNTED.S

TECHNOLOGY SYSTEMS

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)

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)

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

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

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

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ELECTRICALDETAILS

EE501

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

SCALE: NTSA3TYPICAL CONDUIT RACK DETAIL

SCALE: NTS

TYPICAL FIRE STOP FORCABLES/CONDUIT THROUGHCONCRETE FLOORING

A4

SCALE: NTS

TYPICAL FIRE STOP FORCABLES/CONDUIT THROUGHCONCRETE WALLS

B4

SCALE: NTSA1TYPICAL RACEWAY SUPPORT METHODS DETAIL

SCALE: NTSB1TYPICAL ROUGH-IN REQUIREMENTS DETAIL

3 5

FIRE ALARM PULL STATION

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

HEAT DETECTOR BETWEEN BEAMS

48"

MA

X

90"

MIN

, 96"

MA

X 4"

MIN

3' MIN

6"

MIN

12"

MA

X

12"

MA

X

12' M

AX

D

H

W

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

FINISH FLOOR

COMMUNICATION

NO SPECIAL REQUIREMENTS

GENERAL USE:

COUNTER - TYPICAL

ABOVE

RECEPTACLES ABOVE OR BELOW COUNTER

WINDOW

OR

COMMUNICATIONSRECEPTACLE

COUNTER TOP

GROMMET

COMMUNICATIONSRECEPTACLE

48"

MA

X

48"

MA

X

±46"

MA

X(V

ER

IFY

HE

IGH

TO

F B

AC

KS

PLA

SH

)

16"

MIN

16"

MIN

BOXES ON OPPOSITE SIDES OF WALL

STUD INBETWEEN

24"MIN

LESS THAN 2' GENERAL USE: ADASWITCHES STANDARD DOOR

FINISH FLOOR

DOOR WITH SIDELIGHT

GREATER THAN 2'

DOOR WITH SIDELIGHT

AT LATCH SIDE

PLACE FOR SWITCH

CABINETS

DOOR WITH NO

SWITCHLOCATION

SWITCHLOCATION SIDELIGHT

LESS THAN 2'

SIDELIGHTGREATER

THAN 2'

SWITCHLOCATION

SWITCHLOCATION

METALFRAME

METALFRAME

48"

MA

X

COMMUNICATIONS RECEPTACLE

COMMUNICATIONS RECEPTACLE

RECEPTACLES

FINISH FLOOR

DUPLEX

NO SPECIAL REQUIREMENTS

GENERAL USE:

REFER TO ARCHITECTURAL ELEVATIONS FORPLACEMENT OF OUTLETS.

RECEPTACLES BELOW COUNTER

WINDOW

COUNTER TOP

GROMMET

DUPLEX RECEPTACLE

DUPLEXRECEPTACLE

RECEPTACLES ABOVE COUNTER

WITH BACKSPLASHWITHOUT BACKSPLASH

COUNTER TOP

BACKSPLASH

16"

MIN

16"

MIN

6"

MA

X

6"

MA

X

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

)

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.

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

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:43

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TYPICAL MOUNTINGHEIGHT DETAILS

EE701

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

SCALE: NTSB1FIRE ALARM MOUNTING DETAILS

SCALE: NTSC3LIGHTING MOUNTING DETAILS

SCALE: NTSC1COMMUNICATIONS MOUNTING DETAILS

SCALE: NTS

BOX MOUNTING DETAILSA1

SCALE: NTSB3SWITCH MOUNTING DETAILS

SCALE: NTSD1RECEPTACLE 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. NOT USED

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. NOT USED

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

SCALE: NTSA2TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL

SCALE: NTSD3RECESSED FIXTURE MOUNTING DETAIL

10 11 12 14 15 16 17 1813

147

149A

149

122

124

126

126B

126A

122A

C

C

ST

C

A

A

AAAAAA

A

A

A

AA

A A

A A A A A

A

FBFB

A

A

AA

A

A

1

1

1

1

1

2

1

3

3

3

3

3

3

3

3

3

1

1

3

3

3

"LA""PA"

(EX)

D1

ED101

4

4

2

(EF-1) 5

PK-5

PK-9PK-7

PK-12

(EX)

"PK"

PA-10

PA-8

PA-11PA-9

PA-7 PA-35

PA-6

PA-1

DEMOLISH ALL EXPOSED EXISTING WIREMOLD

4

4

4

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

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4:06

:40

PM

LEVEL 1ELECTRICAL

DEMOLITION PLAN

ED101

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

SCALE: 1/8" = 1'-0"A1LEVEL 1 ELECTRICAL DEMOLITION PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES1 WITHIN ROOM DEMOLISH ALL ELECTRICAL DEVICES AND ASSOCIATED CONDUIT AND

CABLING BACK TO SOURCE, OR NEAREST JUNCTION, UNLESS STATED OTHERWISE.PROVIDE NEW FACEPLATE ON ALL JUNCTION BOXES WHERE A DEVICE WASDEMOLISHED, CONFIRM FACE PLATE FINISH WITH ARCHITECT.

2 DEMOLISH EXISTING DEVICE, PROTECT AND MAINTAIN EXISTING CABLING ANDRACEWAY TO BE EXTENDED TO NEW LOCATION.

3 PROTECT AND MAINTAIN EXISTING DEVICE, RACEWAY AND CABLING.

4 DEMOLISH EXISTING DEVICE AND ASSOCIATED CABLING AND RACEWAY.

5 EXHAUST FAN LOCATED ON ROOF TOP. FAN SHALL BE POWERED FROM EXISTINGCIRCUIT THAT FED DEMOLISHED FAN.

1 UNLESS OTHERWISE INDICATED, REMOVE ALL LIGHTING FIXTURES, OUTLETS,DEVICES AND EQUIPMENT SHOWN IN DARK DASHED LINES. REMOVE ASSOCIATEDCONDUIT AND WIRING BACK TO THE PANELBOARD OF ORIGINATION.SYSTEMATICALLY CHECK EACH BRANCH PANELBOARD CIRCUIT TO VERIFY EACHCIRCUIT BREAKER NO LONGER HAS ANY ACTIVE LOADS, DISCONNECT THE WIRINGAND TURN THE CIRCUIT BREAKER OFF. ANY REMAINING ACTIVE LOADS SHALL BELABELED AT THE PANELBOARD AS TO WHAT LOAD IS SERVED.

2 ITEMS TO BE DEMOLISHED SHALL BE COORDINATED WITH OWNER FOR ANY ITEMOWNER WISHES TO SALVAGE, DELIVER TO OWNER UPON REQUEST ANDDEMOLISH / DISPOSE OF ITEMS IN A LEGAL MANNER ANY ITEMS OWNER DOES NOTWANT SALVAGED

3 REMOVE ALL ABANDONED RACEWAY, CONDUIT, WIRING AND CABLING WHETHERABANDONED PREVIOUSLY TO THIS PROJECT OR AS A RESULT OF THIS PROJECT.NOT ALL ABANDONED ITEMS ARE SHOWN ON THESE PLANS AND FIELDVERIFICATION OF DEMOLITION SCOPE EXTENT IS REQUIRED.

4 PRIOR TO SUBMITTING BID, VISIT THE SITE AND FIELD VERIFY THE EXTENT OFELECTRICAL DEMOLITION WORK TO MEET THE INTENT OF THE BID DOCUMENTSAND INCLUDE ALL COSTS IN BID.

5 PRIOR TO REMOVAL OF ANY ELECTRICAL EQUIPMENT OR WIRING, FIELD VERIFYTHAT THE EQUIPMENT OR WIRING IS INACTIVE OR NO LONGER IN USE.

6 REMOVE ALL FIRE ALARM DEVICES WHERE EXISTING WALLS AND CEILINGS AREBEING REMOVED, WITH ASSOCIATED CONDUIT AND WIRING. EXISTING FIRE ALARMDEVICES AND SYSTEM NOT INDICATED FOR REMOVAL SHALL REMAIN ACTIVETHROUGHOUT DEMOLITION AND CONSTRUCTION UNTIL THE NEW SYSTEM ISTESTED AND OPERATIONAL. MAINTAIN ALL CLASS A FIRE ALARM INITIATING ANDINDICATING LOOPS WHERE EXISTING DEVICES ARE REMOVED.

NORTH

SCALE: NTSD1PHONE BOOTH SECTION VIEW

10 11 12 14 15 16 17 1813

147

122

124

126

126B

126A

15

S

S

S

S

S

15

15

"PA""LA"

(EX)

(EX)

"PK"

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

sers

\lsk\

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7033

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4:06

:38

PM

LEVEL 1ELECTRICAL

DEMOLITION RCP

ED102

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

GENERAL SHEET NOTES

SHEET KEYNOTES

1 UNLESS OTHERWISE INDICATED, REMOVE ALL LIGHTING FIXTURES, OUTLETS,DEVICES AND EQUIPMENT SHOWN IN DARK DASHED LINES. REMOVE ASSOCIATEDCONDUIT AND WIRING BACK TO THE PANELBOARD OF ORIGINATION.SYSTEMATICALLY CHECK EACH BRANCH PANELBOARD CIRCUIT TO VERIFY EACHCIRCUIT BREAKER NO LONGER HAS ANY ACTIVE LOADS, DISCONNECT THE WIRINGAND TURN THE CIRCUIT BREAKER OFF. ANY REMAINING ACTIVE LOADS SHALL BELABELED AT THE PANELBOARD AS TO WHAT LOAD IS SERVED.

2 ITEMS TO BE DEMOLISHED SHALL BE COORDINATED WITH OWNER FOR ANY ITEMOWNER WISHES TO SALVAGE, DELIVER TO OWNER UPON REQUEST ANDDEMOLISH / DISPOSE OF ITEMS IN A LEGAL MANNER ANY ITEMS OWNER DOES NOTWANT SALVAGED

3 REMOVE ALL ABANDONED RACEWAY, CONDUIT, WIRING AND CABLING WHETHERABANDONED PREVIOUSLY TO THIS PROJECT OR AS A RESULT OF THIS PROJECT.NOT ALL ABANDONED ITEMS ARE SHOWN ON THESE PLANS AND FIELDVERIFICATION OF DEMOLITION SCOPE EXTENT IS REQUIRED.

4 PRIOR TO SUBMITTING BID, VISIT THE SITE AND FIELD VERIFY THE EXTENT OFELECTRICAL DEMOLITION WORK TO MEET THE INTENT OF THE BID DOCUMENTSAND INCLUDE ALL COSTS IN BID.

5 PRIOR TO REMOVAL OF ANY ELECTRICAL EQUIPMENT OR WIRING, FIELD VERIFYTHAT THE EQUIPMENT OR WIRING IS INACTIVE OR NO LONGER IN USE.

6 REMOVE ALL FIRE ALARM DEVICES WHERE EXISTING WALLS AND CEILINGS AREBEING REMOVED, WITH ASSOCIATED CONDUIT AND WIRING. EXISTING FIRE ALARMDEVICES AND SYSTEM NOT INDICATED FOR REMOVAL SHALL REMAIN ACTIVETHROUGHOUT DEMOLITION AND CONSTRUCTION UNTIL THE NEW SYSTEM ISTESTED AND OPERATIONAL. MAINTAIN ALL CLASS A FIRE ALARM INITIATING ANDINDICATING LOOPS WHERE EXISTING DEVICES ARE REMOVED.

NORTH

SCALE: 1/8" = 1'-0"A1LEVEL 1 ELECTRICAL DEMOLITION RCP

10 11 12 14 15 16 17 1813

C

ST

C

ST

J

ST

ST

J

J

P

P

J J

P

P

A

A

AA

"PA""LA"

OFFICE

108

STG

107

OFFICE

106

OFFICE

109

OFFICE

105

PEER ADV

104

WORK/COPY

103

WAITING

102

RECEPTION

100

OFFICE

101

WAITING

110

OFFICE

111

OFFICE

112

1 1

(EX)

+6' 6" AFF

A

A

2

2

3 3

(EF-1)

4

5

4

4

PA-7

PA-9

PA-8

4

PA-10

6

PA-1

7

7

8

8

88

8

8PA-6

7

4

PA-2

7

7

7

"PK"

(EX)

PK-5

88

8

(M-1)

PA-5

9

(M-1)

(M-1)

PK-7

"PK"

PK-9

1

10

10

10

10

10

1010

10

PK-1

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

sers

\lsk\

Des

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\Rev

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\201

7033

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4:06

:37

PM

LEVEL 1 POWERPLAN

EP101

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

GENERAL SHEET NOTES

SHEET KEYNOTES1 UPDATE PANEL SCHEDULE AT EXISTING PANELBOARD WITH ALL NEW AND EXISTING

LOADS. SCHEDULE SHALL BE TYPED ON CARD STOCK TYPE PAPER. FOR ALL NEWLOADS UTILIZE EXISTING BREAKERS IN PANELBOARDS UNLESS STATED OTHRWISE.

2 INTERCEPT EXISTING CABLING AND RACEWAY RECESSED IN WALL AND EXTEND TONEW LOCATION ABOVE COUNTER TOP. ROUTE WIREMOLD WHERE RACEWAY IS NOTCONCEALED. PROVIDE LEGRAND 400/800 WIREMOLD OR APPROVED EQUAL.CONTRACTOR SHALL SIZE RACEWAY AS REQUIRED.

3 PROVIDE LEGRAND 2300BAC (DOUBLE CHANNEL) WIREMOLD OR APPROVED EQUALFOR POWER AND DATA. CONTRACTOR SHALL SIZE RACEWAY AS REQUIRED. ROUTERACEWAY AT FLOOR HEIGHT WHERE POSSIBLE. PRIOR TO INSTALLATION CONFIRMWITH ARCHITECT.

4 INTERCEPT AND EXTEND EXISTING CIRCUIT TO NEW DEVICE. PROTECT ANDMAINTAIN OTHER DEVICES ON EXISTING CIRCUIT, EXTEND CIRCUIT TO MAINTAINCIRCUIT AS REQUIRED.

5 EXHAUST FAN LOCATED ON ROOF TOP. FAN SHALL BE POWERED FROM EXISTINGCIRCUIT THAT FED DEMOLISHED FAN.

6 APPROXIMATE LOCATION OF EXISTING MECH/TELECOM ROOM IN LEVEL BELOW.

7 SHOWN FOR REFERENCE ONLY.

8 PROVIDE NEW ELECTRICAL DEVICE AND FACEPLATE TO MATCH ALL NEW DEVICE.

9 POWER AND DATA FOR ATC PANEL LOCATED IN BASEMENT MECHANICAL SPACE.CONTRACTOR SHALL METER EXISTING PANELBOARD PT LOCATED IN BASEMENT ANDEXTEND CIRCUIT WITH CAPACITY TO ATC PANEL. PANELBOARD IS APPROXIMATELY20FT FROM NEW ATC PANEL LOCATION.

10 INSTALL EQUIPMENT CONCEALED ABOVE CEILING, REFER TO A3/EP601 FORADDITIONAL DETAILS.

SCALE: 1/8" = 1'-0"A1LEVEL 1 POWER PLAN

1 UNLESS NOTED OTHERWISE, ELECTRICAL ITEMS SHOWN IN DARK AND SOLID LINESARE NEW AND THE CONTRACTOR SHALL PROVIDE THEM. ITEMS SHOWN IN SOLIDLIGHT LINES ARE TO REMAIN.

2 INDICATED LOCATION OF MECHANICAL EQUIPMENT IS APPROXIMATE ANDPROVIDED BY OTHERS. COORDINATE EXACT LOCATIONS OF ALL MECHANICALEQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.

3 CONTRACTOR SHALL UPDATE ALL NEW AND EXISTING PANEL SCHEDULES WITHNEW CIRCUIT DATA. SCHEDULE SHALL BE ON A CARD STOCK TYPE OF MATERIALAND TYPED WITH THE UPDATED INFORMATION.

4 TYPICAL, CONTRACTOR SHALL ROUTE RACEWAYS CONCEALED BELOW FLOOR ORABOVE ACCESIBLE CEILING WHERE POSSIBLE. LOCATIONS WHERE THIS IS NOTPOSSIBLE CONTRACTOR SHALL ROUTE LEGRAND 400/800/2300 SERIES SURFACEMOUNT RACEWAY. PROIR TO MOUNTING SURFACE MOUNTED RACEWAY CONFIRMROUTING WITH ARCHITECT AND ENGINEER.

5 REFER TO EE501 FOR TYPICAL MOUNTING AND ALIGNMENT OF ELECTRICALDEVICES.

6 ALL PENETRATION THROUGH THE FLOOR OR RATED WALLS SHALL BE TREATED TOMAINTAIN FIRE RATING.

7 PROVIDE NEW FACEPLATES FOR ALL EXISTING DEVICES TO REMAIN. AT ALLLOCATION WHERE DEVICES WERE DEMOLISHED AND JUNCTION BOXES REMAIN,CONTRACTOR SHALL PROVIDE A NEW BLANK FACE PLATE MATCHING PROJECTSFACEPLATES.

NORTH

(TYP) 1.25" CND W/ULL STRINGS IN EACH CONDUIT

MECH/TELECOM SPACE

ACCESSIBLE CEILING

(TYP) 4SQ J-BOX WITH DOUBLE GANG MUD RING AND BLANK COVER PLATE

NOTE: CABLING BY OTHERS

REMODELED SPACES REMODELED SPACESC

LOWER LEVEL

LEVEL 1

MANUFACTER SUPPLIED, CONTRACTOR INSTALLED

PHOTOCELL

P

J 120V POWERMANUFACTER SUPPLIED,

CONTRACTOR INSTALLED CONTROLLER

MANUFACTER SUPPLIED, CONTRACTOR INSTALLED

OVERRIDE SWITCH

0.75" CND W/MANUFACTURE RECOMMENDED CABLING

0.75" CND W/MANUFACTURE RECOMMENDED CABLING

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

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DATE:

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EQUIPMENTSCHEDULE &

RISERS

EP601

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

EQUIPMENT SCHEDULE

EQUIPMENT SCHEDULE KEY

E

Q

*

**

-

-

-

-

DIVISION 26

FURNISHED WITH EQUIPMENT

COORDINATE WITH THE DIVISION 23 TEMPERATURE CONTROL INSTALLER

AUTOMATIC CONTROL WIRING BY DIVISION 23

EQUIPMENT NOTES:

1. PROVIDE NEMA 3R ENCLOSURE FOR EQUIPMENT.2. PROVIDE MANUAL STATER WITH THERMAL OVERLOAD PROTECTION & LOW VOLTAGE RELAY/CONTACT FOR ATC CONTROLLER, PROVIDED BY DIVISION 26

xxxxxxxx

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 EXHAUST FAN 1/6 - - 4.4 120 1 60 2 #12, 12 GR0.75" CND

E 20/1CB

E TOGGLESWITCH

ADJ TOEQUIP

Q - - - - - - - 1,2 (EF-1)

(M-1) 3 MECHANICAL CONTROLS - - - 10 120 1 60 2 #12, 12 GR0.75" CND

E 20/1CB

E TOGGLESWITCH

ADJ TOEQUIP

Q - - - - - - - 2 (M-1)

SCALE: NTSA4VOICE/ DATA ROUGH IN DIAGRAM

SCALE: NTSA3SKYLIGHT DIMMING RISER

10 11 12 14 15 16 17 1813

L 1DP1L 1DP1

DC DC

L 1DP1

L 1DP1

L 1DP1

L 1DP1

L 1S1

DC

DC

DC

DC

RC

DC

L 1D1

L 1DP1DC

DC

L4D

1

L 1S1

RC

P

P

P

P

DC

L 1D1

P

L1

S1

RC

(T-4)

(T-4E)

(T-4)

(T-4)

(T-4)

(T-4)

(T-4)

(T-2)

"LA""PA"

OFFICE

108

STG

107

OFFICE

106

OFFICE

109

PEER ADV

104

WA

ITIN

G

102

WORK/COPY

103

OFFICE

105

RECEPTION

100

OFFICE

101

OFFICE

112

OFFICE

111

WAITING

110

(R-10) (R-10)

(R-15)

(R-15)

(R-90)(R-90)

(R-90)

(R-90)

(E1-1)

(E1-2)

b b

b b

cc

c c

d

d

(T-4)

a,c,b,d

a,b,c,d

LA-11

(T-4)(T-4E)

2

2

3

(EX)

"PK"

(EX)

(T-2)

a

(RT-14E)

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

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3 4

DATE:

06.20.2017

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LEVEL 1 LIGHTINGPLAN

EL101

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

GENERAL SHEET NOTES

SHEET KEYNOTES1 ROUTE NEW BRANCH FEEDER FOR LIGHTING TO CIRCUIT THAT WAS POWERING

FIXTURES DEMOLISHED AS PART OF THIS PROJECT.

2 TIE FIXTURE TO NEAREST EMERGENCY UN-SWITCHED CIRCUIT.

3 TIE FIXTURE TO NEAREST EMERGENCY EXIT SIGN CIRCUIT.

SCALE: 1/8" = 1'-0"A1LEVEL 1 LIGHTING PLAN

1 UNLESS NOTED OTHERWISE, ELECTRICAL ITEMS SHOWN IN DARK AND SOLID LINESARE NEW AND THE CONTRACTOR SHALL PROVIDE THEM. ITEMS SHOWN IN SOLIDLIGHT LINES ARE TO REMIAN.

2 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT FIXTURES ON THISLEVEL WITH MECHANICAL EQUIPMENT, DUCT, PIPE, PLUMBING, ETC. PRIOR TOROUGH-IN.

3 CONTRACTOR SHALL UPDATE PANEL SCHEDULES WITH NEW CIRCUIT DATA TYPEDON CARD STOCK TYPE MATERIAL.

4 ALL EXPOSED CONDUITS ROUTED IN CEILING SHALL BE PAINTED TO MATCH CEILING.

5 ALL CEILING MOUNTED DEVICES LOCATED IN LAY-IN GRID CEILINGS SHALL BEINSTALLED CENTERED IN CEILING TILES AND/OR ALIGNED WITH OTHER FIXTURESWITHIN THE SAME PLANE AND CEILING SPACE.

6 LIGHTING CONTROL DIMMING AND ROOM CONTROLLER SHALL BE LOCATED ASFOLLOWS WHERE POSSIBLE UNLESS NOTED OTHERWISE.LOCATE ABOVEACCESSIBLE CEILING NEAR THE DOOR THAT CONTROLLER SERVES BUT OUT OF THEPATH OF EGRESS.

7 REFER TO EE501 FOR TYPICAL MOUNTING AND ALIGNMENT OF ELECTRICALDEVICES.

8 ALL PENETRATION THROUGH THE FLOOR OR RATED WALLS SHALL BE TREATED TOMAINTAIN FIRE RATING.

NORTH

LIGHTING

LOADUP T020 A

NEUTRAL BUSFOR EMERGENCY

PANEL

NEUTRAL BUSFOR NORMAL

PANEL

EMERGENCYTRANSFER BALLAST

NORMAL OPERATION

LIGHTING LOAD CONTROLLED BY LOCAL SWITCHING MEANS.

EMERGENCY OPERATION

LIGHTING LOAD IS INDEPENDENT OF LOCAL SWITCHING MEANS.

NORMAL

PANEL

WALLSWITCH

EMERGENCY

PANEL

VOLTAGE

SENSING

(RT-14E) ACCESSIBLE CEILING

FLOOR

(R-15) (R-15)

CEILING CLOUD

CEILING CLOUD

NOTE: REFER TO ARCHITECTRUAL PLAN FOR ADDITIONAL DETAILS

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

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:35

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LIGHTING FIXTURESCHEDULE, RISERS

& SECTIONS

EL601

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

LENS

OPTICS

BALLAST

DIMMING BALLAST

BALLAST NOTATION

FINISH PROVIDE UNIT PRICES AND FIXTURE BRAND SELECTED FOR ADD/DELETE CHANGES FOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUSINESS HOURS OF THE BID DATE. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY DISQUALIFY THE PRODUCTS AND EMPOWER THE ENGINEER TO DETERMINE FAIR VALUE FOR FIXTURE AND INSTALLATION CHANGES, WITHOUT FURTHER INPUT FROM THE CONTRACTOR OR INSTALLER.

CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES.

LUMINAIRE OPTIONS MOUNTING

VERIFY THE PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS.

COMPLY WITH THE "INTERIOR LIGHTING" SECTION OF THE SPECIFICATIONS.

REFER TO SPECIFICATIONS FOR IMPORTANT TECHNICAL REQUIREMENTS FOR LIGHTING FIXTURES, BALLASTS, AND LAMPS.

ALL FIXTURES SHALL BE APPROVED BY UL OR ANOTHER ACCEPTABLE TESTING LAB FOR THE PURPOSE INTENDED AND WITH THE LAMP AND BALLASTPROPOSED.

REFLECTOR

CIE CLASSIFICATIONS

EMERGENCY 1.

2.

1.

2.

3.

4.

INTERIOR LIGHTING FIXTURE SCHEDULE

ABBREVIATIONS NOTES

ARHR - AIR RETURN AND HEAT REJECTION

DL - DAMP LOCATION

EQC - EARTHQUAKE CLIPS

F - FUSING

HLD - HINGED AND LATCHED DOOR

HS - HOUSE SIDE SHIELD

PS - PHOTOCELL SWITCH

QRS - QUARTZ RESTRIKE

ST - STATIC

WG - WIRE GUARD

WL - WET LOCATION

B - BASE

C - CEILING

F - FLANGE

G - GRID

P - PENDANT

PL POLE

R - RECESSED

S - SURFACE

W - WALL

NE - NORMAL AND EMERGENCYCONNECTIONS

EB - EMERGENCY BATTERY PACK

ET - EMERGENCY TRANSFER DEVICE

IS - INSTANT START

RS - RAPID START

PS - PROGRAM START, PARALLEL LAMPOPERATION

PSMH - PULSE START METAL HALLIDE (CWA ORELECTRONIC)

PPLF - PROVIDE POWER LINE FILTER

LVTM - LOW VOLTAGE TRANSFORMER (MAGNETIC)

LVTE - LOW VOLTAGE TRANSFORMER(ELECTRONIC)

D2 - 2 WIRE DIMMER

D3 - 3 WIRE DIMMER

D4 - 4 WIRE DIMMER

DD - DIGITAL DIMMER

SDP - STEP DIMMER BALLAST

MW - MATTE WHITE

BL - BLACK

SL - SILVER

GL - GOLD

CL - CLEAR

PW - PAINTED WHITE

EA - EXTRUDED ALUMINUM

S - STEEL

GS - GALVANIZED STEEL

C - CAST

CBA - COLOR BY ARCHITECT

SCBA - STANDARD COLOR BYARCHITECT

CCA - CUSTOM COLOR BYARCHITECT

FS209D

- MEETS FEDERALSTANDARD 209D

TP - THERMALLYPROTECTED

FL - FLUSH

R - REGRESS

M - MITERED DIR - DIRECT LIGHTING

SD - SEMIDIRECT LIGHTING

GEN - GENERAL DIFFUSE

SI - SEMI-INDIRECT LIGHTING

IND - INDIRECT LIGHTING

ADJ - ADJUSTABLE

OP - NONE/OPEN

SP - SPECULAR

SS - SEMI-SPECULAR

D - DIFFUSE (WHITE ENAMEL)

SC - SPECULAR (COLORED)

PR - PRISMATIC

FDR - FULL DEPTH REFLECTOR

DS - DIFFUSE (SEMI SPECULAR) SILVER

LI - LOW IRIDESCENT

IR - IRIDESCENT

SL - SILVER

GL - GOLD

CA - CLEAR ALZAK

PRF - PERFORATED DIFFUSER

DT - DETENTION

BC - BLACK CONE

BB - BLACK BAFFLE

WB - WHITE BAFFLE

VGL - VERTICAL GRAIN LOUVERS

PPL - LOUVERS IN PLASTIC PROTECTOR

WW - WALL WASH

ESL - ELECTROSTATIC SHIELDED LENS

#A - ACRYLIC #THICK

#OA - ACRYLIC #THICK (OPAL)

GC - GLASS (CLEAR)

GO - GLASS (OPAL)

GF - GLASS (FROSTED)

SGL - SOFT GLOW LENS

HPL - HIGH PERFORMANCE LENS

DO - DROP OPAL

CGL - CONVEX GLASS LENS

S - SATIN LENS

ANSIWATTS

= Maximum Wattage at Connected Voltage

BB-#L: BB = Ballast Type

#L = Number of Lamps

Example: PS-2L = (2) Lamp, Program Start Ballast

LIGHTING FIXTURE SCHEDULE - INTERIOR

ID

LUMINAIRE LAMP BALLAST FINISH OPTICS MANUFACTURER (CATALOG SERIES)

TYPE

NOMINAL SIZE

MO

UN

TIN

G

OP

TIO

NS

TYPELAMP

COLOR QU

AN

TIT

Y

LAMPLUMENS C

ON

FIG

UR

AT

ION

VO

LT

AG

E

CONNECTED

BA

LL

AS

T F

AC

TO

R

HA

RM

ON

ICS

(T

HD

)

OP

TIO

NS

HO

US

ING

TR

IM

OT

HE

R

CIETYPE F

INIS

H

DIF

FU

SE

R

RE

FL

EC

TO

R

OP

TIO

NS

OPTION 1 OPTION 2 OPTION 3 OPTION 4 OPTION 5 CONTRACTOR ALLOWANCE LE

NG

TH

WID

TH

MA

X D

EP

TH

DIA

ME

TE

R/ A

PE

RT

UR

E

VOLTS WATTS

(E1-1) LED EDGE LIT EXIT SIGN (SINGLE FACE), CEILINGMOUNTED, REFER TO PLANS FOR ARROWS

DIRECTIONS AND QUANTITY

14" 8.5" 0.25" - C ST LED GREEN 1 10 LED DRIVER 120/277 277 3 1.00 - - AL CBA - GEN - - - - ISOLITE (ELT) EVENLITE (SOV) DUAL LITE (LE) CHLORIDE (CA) - -

(E1-2) LED EDGE LIT EXIT SIGN (SINGLE FACE), CEILINGMOUNTED, REFER TO PLANS FOR ARROWS

DIRECTIONS AND QUANTITY

14" 8.5" 0.25"' - C ST LED GREEN 1 10 LED DRIVER 120/277 277 3 1.00 - - AL CBA - GEN - - - - ISOLITE (ELT) EVENLITE (SOV) DUAL LITE (LE) CHLORIDE (CA) - -

(G-4) GENERAL LED STRIP, SUSPENSION AIRCRAFTCABLING

4' 2" 2" - C,P,S ST LED 4000K 1 4000 LED DRIVER(0-10V DIMMING)

120/277 277 30 1.00 - - S CBA - GEN #A CL - - LITHONIA (ZLD1) METALUX(4SNLED)

VISIONEERING(LCOM48)

DAY-BRITE (FSS) - -

(R-10) LED LINEAR RECESSED FOR GYP INSTALLATION WITHTRIM KIT, 1% DIMMING

10' 4.3" 4.4" - C,R ST LED 4000K 1 6000 LED DRIVER(0-10V DIMMING)

120/277 277 60 1.00 - - EA PW - DIR - - - - FLUXWERX (NF1) PRUDENTIAL LTG(STR4)

OR PREAPPROVED

EQUAL

- - -

(R-15) LED LINEAR RECESSED FOR GYP INSTALLATION WITHTRIM KIT, 1% DIMMING

15' 4.3" 4.4" - C,R ST LED 4000K 1 9000 LED DRIVER(0-10V DIMMING)

120/277 277 90 1.00 - - EA PW - DIR - - - - FLUXWERX (NF1) PRUDENTIAL LTG(STR4)

OR PREAPPROVED

EQUAL

- - -

(R-90) 2' X 2' LED LINEAR RECESSED FOR GYP INSTALLATIONWITH TRIM KIT, 1% DIMMING

4' 4.3" 4.4" - C,R ST LED 4000K 1 2400 LED DRIVER(0-10V DIMMING)

120/277 277 24 1.00 - - EA PW - DIR - - - - FLUXWERX (NF1) PRUDENTIAL LTG(STR4)

OR PREAPPROVED

EQUAL

- - -

(RT-14E) LED LINEAR RECESSED FOR T GIRD INSTALLATIONTRIM KIT, 1% DIMMING

14' 4.3" 4.4" - CS ST,ET LED 4000K 1 8400 LED DRIVER(0-10V DIMMING)

120/277 277 84 1.00 - - EA PW - DIR - - - - FLUXWERX (NF1) PRUDENTIAL LTG(STR4)

OR PREAPPROVED

EQUAL

- - -

(T-2) 2X2 LED TROFFER, CEILING GRID FIXTURE 2' 2' 3" - C,G ST LED 4000K 1 3300 LED DRIVER(0-10V DIMMING)

120/277 277 30 1.00 - - S CBA - GEN #OA - - - LITHONIA (BLT) METALUX (22CZ) COLUMBIA LTG(LCAT22)

DAY-BRITE(2FGG)

- -

(T-4) 2X4 LED TROFFER, CEILING GRID FIXTURE 4' 2' 3" - C,G ST LED 4000K 1 4000 LED DRIVER(0-10V DIMMING)

120/277 277 34 1.00 - - S CBA - GEN #OA - - - LITHONIA (BLT) METALUX (24CZ) COLUMBIA LTG(LCAT24)

DAY-BRITE(2FGG)

- -

(T-4E) 2X4 LED TROFFER, CEILING GRID FIXTURE WITHEMERGENCY TRANSFER KIT

4' 2' 3" - C,G ST, ET LED 4000K 1 4000 LED DRIVER(0-10V DIMMING)

120/277 277 34 1.00 - - S CBA - GEN #OA - - - LITHONIA (BLT) METALUX (24CZ) COLUMBIA LTG(LCAT24)

DAY-BRITE(2FGG)

- -

SCALE: NTSA4EMERGENCY LIGHTING TRANSFER DEVICE DETAIL

SCALE: NTSA2RECEPTION AREA LIGHTING SECTION DETAIL

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

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3 4

DATE:

06.20.2017

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:30

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LIGHTING CONTROLSCHEDULES

EL602

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

LIGHTING/SPACE CONTROL TYPE SCHEDULE

WIRING LEGEND

LINE VOLTAGE WIRING

CAT5E CABLING

0-10V WIRING

WIRING BY OTHERS

GENERAL NOTES

1. COORDINATE INITIAL PROGRAMMING WITH OWNER AND MODIFY CONTROL TIMES AND OPERATION AS REQUESTED BY OWNER.

2. PROVIDE FINE TUNING PROGRAMMING AND ADJUSTMENTS UPON REQUEST BY OWNER WITHIN FIRST 6 MONTHS AFTER SUBSTANTIAL COMPLETION.

3. PROVIDE CUSTOMIZED ENGRAVED PERMANENT BUTTON LABELS ON EACH SWITCH, LABEL TO MATCH BUTTON LABEL ID OR AS DIRECTED BY OWNER.

4. PART NUMBERS SHOWN ARE BASED ON WATTSTOPPER AS THE BASIS OF DESIGN. ALL APPROVED MANUFACTURERS ARE SUBJECT TO MEETING ALLFUNCTIONS AND CAPABILITIES OF THE BASIS OF DESIGN SYSTEM AND PRODUCTS. FAILURE TO MEET THESE SHALL REQUIRE THE CONTRACTOR TO PROVIDE A SYSTEM THAT DOES AT NOT ADDITIONAL COST.

1. WATTSTOPPER (BASIS OF DESIGN)

2. NLIGHT

APPROVED MANUFACTURERS

1. # = NUMBER OF ZONES

2. D = DIMMING, S = SWITCHING

3. P = DAYLIGHT PHOTOCELL

4. L = PLUG LOAD CONTROLLER

5. # = INSTANCE

LIGHTING CONTROL ID

ID

TMP SEGMENT NETWORK CABLING

GENERAL NOTES

5. REFER TO PLANS FOR LOCATIONS AND QUANTITIES OF DEVICES.

6. INSTALL ONE OF EACH CONTROL TYPE WITH PROGRAMMING, ADJUST, AND OBTAIN OWNERS APPROVAL PRIOR TO PROGRAMMING THE REMAINING CONTROLS.

7. WIRING MAY VARY BETWEEN MANUFACTURERS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE REQUIRED WIRING THAT WILL BOTH MEET THE MANUFACTURERS REQUIREMENTS AND MATCH WITH THE SHOWN SYSTEM.

8. PROVIDE COMPLETE SHOP DRAWING SUBMITTALS INCLUDING OCCUPANCY SENSOR LAYOUT AND COVERAGE PATTERNS. PROVIDE ADDITIONAL SENSORS AS REQUIRED FOR 100% COVERAGE OF SPACES WITH OCCUPANCY SENSOR CONTROL.

DETAILLIGHTS ONCONTROL

LIGHTS OFFCONTROL

LIGHTINGCONTROL

TYPE

DAYLIGHTSENSOR

SETTING (FC)TIME DELAY

TO OFF (MIN.)

BAS AUXRELAYSIGNAL

PLUG LOADCONTROLLER

NETWORKEDCONTROLS BUTTON_1 BUTTON_2 BUTTON_3 BUTTON_4 BUTTON_5 BUTTON_6 BUTTON_7 BUTTON_8 BUTTON_9 NOTES

1D1

MANUAL &OCCUPANCY

MANUAL OROCCUPANCY

DIMMING0-10V

- 15 RELAYCLOSED ONOCCUPANCY

- - FUNCTION:PRESSTOP-ON, HOLDTOP-RAISELABEL ID:TOP-"ON/RAISE"BOTTOM-"OFF/LOWER"

- - - - - - - -

1DP1

MANUAL &OCCUPANCY

MANUAL OROCCUPANCY

DIMMING0-10V

30 15 RELAYCLOSED ONOCCUPANCY

- - FUNCTION:PRESSTOP-ON, HOLDTOP-RAISELABEL ID:TOP-"ON/RAISE"BOTTOM-"OFF/LOWER"

- - - - - - - -

1S1

MANUAL &OCCUPANCY

MANUAL OROCCUPANCY

ON/OFF - 15 RELAYCLOSED ONOCCUPANCY

- - FUNTION:PRESS-ONPRESS-OFFLABELID:"ON/OFF"

- - - - - - - -

4D1

MANUAL OROCCUPANCY

MANUAL OROCCUPANCY

DIMMING0-10V

- 15 RELAYCLOSED ONOCCUPANCY

- - FUNCTION:PRESSTOP-ON, HOLDTOP-RAISEPRESSBOTTOM-OFF,HOLDBOTTOM-LOWER LABEL ID:TOP-"ON/RAISE"BOTTOM-"OFF/LOWER"

FUNCTION:PRESS-PRESET SCENE #01ZONE "a" 50%ZONE "b" 50%ZONE "c" 50%ZONE "d" 50%LABEL ID:"PRE #1"

FUNCTION:PRESS-SELECT ZONE "a"FOR DIMMINGLABEL ID:"ZONE a"

FUNCTION:PRESS-SELECT ZONE "b"FOR DIMMINGLABEL ID:"ZONE b"

FUNCTION:PRESS-SELECT ZONE "c", "d"FOR DIMMINGLABEL ID:"ZONE c,d"

- - - -

10 11 12 14 15 16 17 1813

428 SF&NURSING

WAITING

110

OFFICE

111

OFFICE

112

OFFICE

101

RECEPTION

100

WAITING

102WORK/COPY

103

PEER ADV

104

OFFICE

105

OFFICE

106

STG

107

OFFICE

108

OFFICE

109

(EX)

"PK"

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

sers

\lsk\

Des

ktop

\Rev

it Lo

cal F

iles\

2017

\201

7033

6 E

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k.rv

t6/

19/2

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4:06

:30

PM

LEVEL 1 AUXILIARYPLAN

EY101

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

GENERAL SHEET NOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"A1LEVEL 1 AUXILLARY PLAN

1 FIRE ALARM NOTIFICATION DEVICES SHALL BE ADJUSTED AS REQUIRED TOPROVIDE PROPER COVERAGE AND SOUND LEVELS.

2 ALL FIRE ALARM DEVICES SHALL BE MOUNTED SUCH THAT THEY ARE VISIBLE FROMTHE GROUND AND EASILY ACCESSIBLE FOR MAINTENANCE.

3 CONTROL MODULE AND RELAY TIED INTO BAS PANEL FOR INPUT TO FANSHUTDOWN UPON ACTIVATION OF DUCT OR SMOKE DETECTORS. COORDINATERELAY SIZE AND VOLTAGE WITH EQUIPMENT.

4 PROVIDE POTTER SASH-24 WEATHERPROOF EXTERIOR HORN/STROBE OR EQUALAT FIRE DEPARTMENT CONNECTION LOCATION. DEVICE SHALL BE 24VDC POWEREDBY FACP AND IRECTLY WIRED THROUGH FLOW SWITCH SUCH THAT THE DEVICEWILL OPERATE UPON WATER FLOW AND SILENCE ONLY UPON CESSATION OFWATER FLOW. COORDINATE AND ADJUST LOCATION TO WITHIN 5 FEET OF FIREDEPARTMENT CONNECTION LOCATION.

5 TYPICAL: CORRIDOR SMOKE DETECTOR SPACING SHALL NOT EXCEED 30FT ONCENTER.

6 ALL PENETRATION THROUGH THE FLOOR OR RATED WALLS SHALL BE TREATED TOMAINTAIN FIRE RATING.

NORTH

FSA

SD

SD

120

TYPICAL

HEAT

DETECTOR

135°-175°IN BOILER

ROOM

TYPICALSMOKE

DETECTOR

TYPICALDUCT

DETECTOR

TYPICALFIRE

ALARMMANUAL

PULLSTATIO

N

TYPICALDOOR

CLOSER

ANNUNCIATOR

LIGHT

TYPICALFAN

SHUTDOWNRELAY

TY

PIC

AL A

DD

RE

SS

AB

LE

LO

OP

"F

A"

TYPICALFLOW

SWITCH

TYPICALTAMPERSWITCH

TYPICALSMOKE

DAMPER

MM MM P CM

R

C

CM CM

R

CM

R

SPARE LOOP

ELEVATORRECALL

ALTERNATELEVEL

CM

R

ELEVATOR RECALL

CM

R

ELEVATORSHUNT

TRIP

CM

R

TYPICAL DOOR MAG

OPENER

CM

POWER

EXISTING NOTIFIER

AM2020 MAIN FIRE ALARM PANEL "FCP"

TO MAIN TELEPHONE ROOM

TYPICAL EVACUATIONHORN/STROBE ZONE

LEVEL 1

TYPICAL ELEVATOR

LOBBYSMOKE

DETECTOR

Kobayashi

5497590-2202

Christopher Kelly

LIC

EN

SE

D

PROF E S S I ONA L

EN

GI N

EE

R

ST A T E O F U T A H

No.

324 S. State St., Suite 400Salt Lake City, UT 84111

800-678-7077801-328-5151

fax: 801-328-5155www.spectrum-engineers.com

STAMP

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

ISSUE:

54321

521

D

C

B

A

3 4

DATE:

06.20.2017

D

C

B

A

C:\U

sers

\lsk\

Des

ktop

\Rev

it Lo

cal F

iles\

2017

\201

7033

6 E

LEC

CE

NT

RA

L_ls

k.rv

t6/

19/2

017

4:06

:28

PM

AUXILIARY RISERDIAGRAMS

EY601

#17-034

JUNE 20, 2017BID SET

HPER REMODEL7000 OLD MAIN HILL,

LOGAN, UT 84322

CKK

LSK

SCALE: 1/8" = 1'-0"A1FIRE ALARM/ VOICE EVAC RISER