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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
C
B
A
C:\U
sers
\lsk\
Des
ktop
\Rev
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2017
\201
7033
6 E
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t6/
19/2
017
4:06
:44
PM
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
C:\U
sers
\lsk\
Des
ktop
\Rev
it Lo
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iles\
2017
\201
7033
6 E
LEC
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k.rv
t6/
19/2
017
4:06
:43
PM
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
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
: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\
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
: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
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
: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
D
C
B
A
3 4
DATE:
06.20.2017
D
C
B
A
C:\U
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\lsk\
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\201
7033
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4:06
:36
PM
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
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
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L_ls
k.rv
t6/
19/2
017
4:06
:36
PM
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
C
B
A
C:\U
sers
\lsk\
Des
ktop
\Rev
it Lo
cal F
iles\
2017
\201
7033
6 E
LEC
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L_ls
k.rv
t6/
19/2
017
4:06
:35
PM
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
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
:30
PM
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
LEC
CE
NT
RA
L_ls
k.rv
t6/
19/2
017
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
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