COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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27302500

26-31

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ELM

ELM

SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 8/14/26 PERMIT SET

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TITLE SHEET

GI-001

SCOFIELD SHED

SOLAR POWER & GENERATORS

PROJECT ADDRESS

39°40'22.0"N 111°19'00.8"W

AUGUST 14, 2026

PERMIT SET

STATE OF UTAH

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT

4315 South 2700 West, Floor 3 | Taylorsville, UT 84129 / www.dfcm.utah.gov

DFCM PROJECT NO. 27302500

LYNK ENGINEERS

ELECTRICAL ENGINEER

244 WEST 300 NORTH #100 / SALT LAKE CITY, UTAH

84103 801.534.1130 / https://www.lynkengineers.com/

BHB CONSULTING ENGINEERS

2766 SOUTH MAIN STREET / SALT LAKE CITY, UTAH

84115 801.355.5656 / www.bhbengineers.com

STRUCTURAL ENGINEER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

REVIEWED FOR CODE

COMPLIANCE

AE-101

A1

SIM

Room name

150 SF

DETAIL CALLOUT

BUILDING SECTION

WALL SECTION

DETAIL SECTION

ROOM NAME

ROOM NUMBER

ROOM SQ. FT.

(WHERE OCCURS)

DRAWING REVISION

REVISION NUMBER

NORTH ARROW

A GRID REFERENCE

CENTER LINE

CEILING HEIGHT

LEVEL

ELEVATION

VERTICAL ELEVATION

SPOT ELEVATION

DOOR NUMBER

WALL TYPE

WINDOW TYPE

KEYED NOTE

KEYED NOTE

GLASS TYPE

GRAPHIC SYMBOLS

N

A1

AE-101

SIM

A1

AE-101

SIM

A1

AE-101

SIM

CMU MASONRY

EARTH

CONCRETE

GRAVEL

STEEL

ALUMINUM

RIGID INSULATION

BATT INSULATION

STRUCTURAL FILL

BRICK MASONRY

PLYWOOD

PARTICLEBOARD

GYPSUM BOARD

ASPHALT PAVING

MATERIALS

WOOD (STUDS / NAILERS)

WOOD (BLOCKING)

WOOD

For the purpose of this section, deferred submittals are defined as per section 107.3.4.1 of the IBC. Submittal documents for deferred submittal items shall be submitted to the engineer/architect for their review for general conformance with the design of the building. After submittals are reviewed for general conformance by the architect and engineer of record, deferred submittals must be submitted to the building official for approval and that deferred items are not to be installed until approved by the building official (see IBC 107.3.4.1). Deferred submittals for this project are:

ITEM #1 GENERATOR AND RELATED ITEMS NEEDING COORDINATION SPECIFIC TO THE GENERATOR (HOUSEKEEPING PAD, VENTILATION LOUVERS, ETC.) PROVIDE ENGINEERED, STAMPED WORKING PLANS AS APPROVED BY THE AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE WITHIN 3 WEEKS AFTER BID HAS BEEN AWARDED. THIS SUBMITTAL SHALL PROVIDE CONFIRMATION THAT THE SYSTEM

MEETS ALL APPLICABLE CURRENT CODES

1. THE CONTRACTOR IS TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE

EXTENT OF WORK AND COORDINATE ALL TRADES.

2. ALL DIMENSIONS ARE TO BE FIELD VERIFIED - ANY VARIATIONS IN

DIMENSIONS ARE TO BE REVIEWED WITH THE ARCHITECT.

3. WHERE EXISTING WALLS ARE REMOVED PATCH REMAINING WALLS AS

REQUIRED FOR FLUSH FINISHED APPEARANCE.

4. THIS CONTRACTOR IS RESPONSIBLE FOR PATCHING/ REPAIRING ALL

IMPERFECTIONS IN ALL NEW AND EXISTING WALLS AFFECTED BY THIS

CONTRACT, INCLUDING HOLES, DENTS, BUMPS WAVES ETC. IT IS THE

CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BIDDING

AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SUCH WORK, THAT WILL

BE REQUIRED.

5. CORRIDORS SHALL NOT BE USED FOR STORAGE OF MATERIALS OR

STAGING OF THE WORK.

6. PATCH AND REPAIR WALLS AT OUTLETS AND AT OTHER OPENINGS

REQUIRED BY THIS REMODELING.

7. GRID LINES ARE ORIGINAL BUILDING GRID LINES.

8. PROTECT EXTG. FINISHES FROM DAMAGE.

9. DO NOT SCALE DRAWINGS. STATED & WRITTEN DIMENSIONS GOVERN. THE

GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND

SHALL BE RESPONSIBLE FOR THEIR ACCURACY. NO EXTRA CHARGE OR

COMPENSATION SHALL BE ALLOWED BECAUSE OF DIFFERENCE BETWEEN

ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS, UNLESS

THEY CONTRIBUTE TO A CHANGE IN THE SCOPE OF THE WORK. ANY

DIFFERENCE WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE

ARCHITECT FOR DECISION PRIOR TO ORDERING, MANUFACTURING, OR

PROCEEDING WITH THE WORK. HORIZONTAL DIMENSIONS INDICATED ARE

TO/FROM FACE OF FINISH, UNLESS NOTED OTHERWISE. VERTICAL

DIMENSIONS ARE FROM TOP OF FLOOR SLAB EXCEPT WHERE NOTED TO BE

ABOVE FINISHED FLOOR (AFF). DIMENSIONS ARE NOT ADJUSTABLE

WITHOUT A APPROVAL OF ARCHITECT UNLESS NOTED +/-.

10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS

OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE

GENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS

AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO

PROVIDE COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN

DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN

SPECIFICATIONS MAY NOT BE INCLUDED IN DRAWINGS.

11. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE

NOT INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE

ARCHITECT ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK.

12. THE CONTRACTOR IS TO PROVIDE DUST WALL AS REQUIRED TO PERFORM

NEW WORK - COORDINATE LOCATION OF DUST WALLS WITH OWNER.

13. CONTRACTOR'S STAGING AREA IS TO BE PROVIDED WITH A SECURE,

LOCKED, 6'-0" (PER IBC 3306) TALL TEMPORARY CHAIN LINK FENCE. STAGING

AREA SHALL NOT BLOCK DOORS, DOCKS, SIDEWALKS ETC. ALL GAPS IN

FENCE TO BE MAINTAINED LESS THAN 4". REMOVE AND SECURE ALL

LADDERS AT THE END OF EACH DAY. DUMPSTER MUST BE KEPT IN LOCKED

FENCED AREA. COORDINATE LOCATION OF STAGING WITH OWNER.

SAFETY COMPLIANCE AND REQUIREMENTS:

THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2021, CHAPTER 33, "SAFEGUARDS DURING CONSTRUCTION," AS WELL AS TO OTHER APPLICABLE REGULATIONS, SUCH AS OSHA STANDARDS. THIS INCLUDES BUT IS NOT LIMITED TO, IMPLEMENTING VARIOUS SAFETY MEASURES, SUCH AS TEMPORARY BARRIERS, FALL PROTECTION SYSTEMS, AND DESIGNATED SAFE ACCESS AND EGRESS ROUTES. ADDITIONALLY, PROPER HANDLING PROCEDURES FOR HAZARDOUS MATERIALS, A COMPREHENSIVE SAFETY PLAN, ADEQUATE LIGHTING AND VENTILATION, REGULAR INSPECTIONS, THOROUGH TRAINING, AND STRICT ADHERENCE TO ALL RELEVANT SAFETY REGULATIONS MUST ALSO BE DONE AS REQUIRED BY THE SCOPE OF THIS PROJECT. THE CONTRACTOR MUST DEMONSTRATE A PROACTIVE APPROACH TO SAFETY, ENSURING THAT ALL NECESSARY MEASURES ARE IN PLACE TO PROTECT WORKERS, VISITORS, AND THE GENERAL PUBLIC THROUGHOUT THE CONSTRUCTION PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR FULLY UNDERSTANDING AND COORDINATING ALL APPLICABLE REQUIREMENTS AS WELL AS ALL SAFETY MEANS & METHODS AS THEY PERTAIN TO THIS PROJECT. FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN INJURIES OR DAMAGES, FOR WHICH THE CONTRACTOR WILL BE HELD LIABLE. ALL COSTS AND TIME ASSOCIATED WITH THESE REQUIREMENTS MUST BE REFLECTED IN THE CONTRACTOR'S BID AND SHALL NOT

INCUR ADDITIONAL COST TO THE OWNER.

SITE WORK DIGGING REQUIREMENTS:

WHEN CONDUCTING EXTERIOR OR SITE WORK, AS TO MINIMIZE POTENTIAL DAMAGE TO EXISTING UNDERGROUND UTILITIES AND BURIED INFRASTRUCTURE, THE CONTRACTOR HOLDS THE RESPONSIBILITY OF ENSURING THE SITE IS BLUE STAKED BEFORE ENGAGING IN ANY DIGGING, TRENCHING, OR EXCAVATING ACTIVITIES, IRRESPECTIVE OF WHETHER THESE ACTIONS ARE EXPLICITLY SPECIFIED IN THE PROJECT PLANS. ADDITIONALLY, THE CONTRACTOR IS ACCOUNTABLE FOR EXERCISING DUE DILIGENCE BY INVESTIGATING AREAS THAT REQUIRE DIGGING BUT WERE NOT MARKED DURING THE BLUE STAKES PROCESS. THIS CAN BE ACHIEVED THROUGH METHODS LIKE POTHOLING

AND/OR HYDROVAC EXCAVATION OR SIMILAR METHODS.

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

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

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 ______

Guidelines

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

U

X X

2024 IBC

2024 IMC

2024 IPC

2024 IFC

2023 NEC

N.A.

2024 IECC ICC A117.1-2009

NO NO

1 12'

151 S.F.

N.A.

N.A.

N.A.

N.A.

NO NO

N.A.

D 102

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

1 2 3 4 5

1 2 3 4 5

A

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DRAWN BY:A

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27302500

26-31

GTE

ELM

ELM

SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 8/14/26 PERMIT SET

/1

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:3 :5

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°4

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°1

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GENERAL

INFORMATION

GI-002

@ at

ABV above

ACOUS acoustical

ACT acoustical ceiling tile

AD area drain

ADJ adjustable

AFF above finished floor

ALT alternate

ALUM aluminum

APPROX approximate

ARCH architect

B.O. bottom of

BALC balcony

BD board

BET between

BLDG building

BLKG blocking

BLW below

BM beam

BOT bottom

BRKT bracket

BULKHD bulkhead

BUR built up roof

C.G. corner guard

C.J. control joint

CAB cabinet

CALK caulking

CEM cement

CER ceramic

CLG ceiling

CLOS closet

CLR clear

CO cased opening

COL column

CONC concrete

CONT continuous

CPT carpet

CT ceramic tile

CTR center

DBL double

DET detail

DIA diameter

DIM dimension

DN down

DR door

DS down spout

DW dishwasher

DWG drawing

Ø diameter

(E) existing

E east

ABBREVIATIONS DRAWING INDEX

DRAWING TITLESHT. #

GENERAL:

GI-001 TITLE SHEET

GI-002 GENERAL INFORMATION

GI-003 DFCM FORMS

ARCHITECTURAL:

AS-101 SITE PLAN

AE-101 PLANS

AE-201 ELEVATIONS

AE-301 SECTIONS

AE-501 DETAILS

AE-502 DETAILS

AE-601 SCHEDULES

ELECTRICAL:

EE001 ELECTRICAL COVER SHEET

EE002 SYMBOLS LEGEND

EE501 ELECTRICAL DETAILS

EE601 GROUNDING RISER DIAGRAM

EE702 TYPICAL LABELING DETAILS

ES100 ELECTRICAL SITE PLAN DEMO

ES101 ELECTRICAL SITE PLAN

ES502 CONDUIT RISER DIAGRAM

EP101 LEVEL 1 POWER PLAN

EP400 ENLARGED POWER PLANS

EP401 ELECTRICAL ELEVATIONS

EP601 ONE-LINE DIAGRAM

EP615 PANEL SCHEDULES

EL101 LEVEL 1 LIGHTING PLAN

EL601 INTERIOR LIGHTING FIXTURE SCHEDULE

PROJECT LOCATION

DEFERRED SUBMITTALS

GENERAL NOTES

E.J. expansion joint

EA each

EIFS exterior insulation & finish system

ELEC electrical

ELEV elevation

EMER emergency

ENCL enclosure

EOS edge of slab

EQ equal

EQUIP equipment

ETR existing to remain

EW each way

EWC electric water cooler

EXTG. existing

F.O. face of

FA fire alarm

FAP fire annunciator panel

FD floor drain

FE fire extinguisher

FEC fire extinguisher cabinet

FG finish group

FH fire hydrant

FHC fire hose cabinet

FIN finish

FLR floor

FRT fire retardant treated

FT foot or feet

FUR furring

FV field verify

GAL gallon

GALV galvanized

GB grab bar

GC general contractor

GL glass

GND ground

GWB gypsum board

GYP gypsum

H.W.H. hot water heater

HC handicapped

HDWD hardwood

HDWR hardware

HM hollow metal

HORIZ horizontal

HR hour

HT height

ID inner diameter

INCAN incandescent

INSUL insulation

INT interior

JAN janitor

JST joist

JT joint

LAM laminate

LAV lavatory

LB(S) pounds

LDG landing

LT light

MAX maximum

MECH mechanical

MEMB membrane

MFR manufacturer

MIN minimum

MISC miscellaneous

MO masonry opening

MTD mounted

MTL metal

(N) new

N north

NIC not in contract

NO number

NOM nominal

NTS not to scale

O.P. overflow pipe

OA overall

OC on center

OD outside diameter

OFF office

OH opposite hand

OPG opening

OPP opposite

PART partition

PERM perimeter

PG paint grade

PLAM plastic laminate

PLAS plaster

PLYWD plywood

PR pair

PT paint

PTD painted

R riser

RAD radius

RCP reflected ceiling plan

RD roof drain

RE refer

REF refrigerator

REINF reinforced

REQD required

RESIL resilient

RM room

RO rough opening

RTU roof top unit (mechanical)

S south

SAFB sound attenuation fiber batt

SC scupper

SCHED schedule

SEAL sealant

SECT section

SF square foot

SHT sheet

SIM similar

SPEC specification

SQ square

SS stainless steel

STD standard

STL steel

STOR storage

STRUCT structural

SUSP suspended

SYM symmetrical

T tread

T&G tongue & groove

TEL telephone

TER terrazzo

THK thick

THR threshold

TO top of

TOM top of masonry

TYP typical

UC undercut

UNFIN unfinished

UNO unless noted otherwise

UON unless otherwise noted

UTIL utility

VCT vinyl composition tile

VERT vertical

VIF verify in field

VTR vent termination pipe

VWC vinyl wall covering

W west

W/ with

W/O without

WC water closet

WIN window

WP waterproof

WS wet stack

WSCT wainscot

WT weight

CODE ANALYSIS INFORMATION IS IN REFERENCE TO THE

NEW GENERATOR ENCLOSURE ONLY - NO CHANGES TO

EXISTING BUILDINGS OTHER THAN NEW ELECTRICAL /

SOLAR EQUIPMENT - OVERALL PROJECT CONSISTS

PRIMARILY OF SITE RELATED ELECTRICAL WORK

PROJECT

LOCATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

N .A

T h e f o ll o w in g d o c u m e n ts a re r e q u ir e d b e fo re a c e rt if ic a te o f o c c u p a n c y i s i s s u e d

A c o d e i n s p e c ti o n r e p o rt r e c o m m e n d in g t h a t a c e rt if ic a te o f o c c u p a n c y b e i s s u e d

F in a l re p o rt f ro m t h e s p e c ia l in s p e c ti o n a g e n c y

C e rt if ic a te o f fi re c le a ra n c e f ro m t h e S ta te

F ir e M a rs h a ll.

F in a l a p p ro v a l fr o m t h e S ta te

E le v a to r in s p e c to r, i f a p p lic a b le

F in a l a p p ro v a l fr o m t h e S ta te b o ile r in s p e c to r, i f a p p lic a b le

R e p o rt o f th e d is in fe c ti o n o f th e p o ta b le w a te r s y s te m I P

C

A

C e rt if ic a te o f C o m p lia n c e f ro m t h e a p p ro v e d f a b ri c a to r, i f a p p lic a b le

IB

C

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A s ta m p e d a n d s ig n e d f in a l re p o rt f ro m t h e s tr u c tu ra l e n g in e e r w h e n s tr u c tu ra l o b s e rv a ti o n i s r e q u ir e d b y I B

C

A n N

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IN

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F O

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IL

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M O

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F O

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A T

IO

N h tt p s /d fc m

.u ta h .g o v /c o n s tr u c ti o n -m a n a g e m e n t/ b u ild in g -o ff ic ia l/ h o t-w o rk s

COPYRIGHT:

© 2026 SPE ARCHITECTS

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CHECKED BY:

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OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

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DFCM FORMS

GI-003

X

X

X

X

X

X

X X

X

X

X

X

X

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

AE-101

A1

PROJECT

AREA

EXISTING UN-IMPROVED DRIVE

EXISTING HIGHWAY UT-31

EXISTING BUILDINGS IN THIS

AREA TO REMAIN - NO NEW

WORK

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

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t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

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SITE PLAN

AS-1011" = 30'-0"A1 SITE PLAN

PROJECT

NORTH

ACTUAL

NORTH

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

AE-201

C1

AE-201A3

AE-201

AE-201

A1

C3

SNOW CAT SHED

A1

AE-301

A3

AE-301

B

A

13' - 4"

EQ EQ

GENERATOR

6' - 4"

E

E E

E

AE-502

A1

7"

3' - 2" 7' - 0" 3' - 2"

7"

10 11

1414 1' - 0"

1' - 0"

G E

N E

R A

T O

R M

F R

V E

R

IF

Y W

C .J

C

.J

C.J.

E.J.

# KEYED NOTES

1. NEW GENERATOR SHED - NOTE THAT FINISH FLOOR

ELEVATION IS TO BE FIELD VERIFIED AND COORDINATED AS

TO BE 2" ABOVE SURROUNDING GRADE - REGRADE AS

REQUIRED TO ACHIEVE - SEE SECTIONS AND ELEVATIONS

INDICATED

2. DASHED LINE INDICATES EDGE OF ROOF / OVERHANG ABOVE

3. NEW GENERATOR ON CONCRETE HOUSEKEEPING PAD

(DEFERRED SUBMITTAL) - SEE ELECTRICAL DRAWINGS.

4. PREFINISHED WALL LOUVER WITH INSECT SCREEN - NOTE

THAT THE LOUVER IS TO BE A DEFERRED SUBMITTAL AND

MUST BE COORDINATED WITH THE REQUIREMENTS OF THE

SELECTED GENERATOR MANUFACTURER - FINAL SIZE, AIR

FLOW REQUIREMENTS, LOCATION ETC. SHALL BE

DETERMINED AS PART OF THE DEFERRED SUBMITTAL

DESIGN.

5. REMOVE EXISTING AND PROVIDE NEW ELECTRICAL

EQUIPMENT AT THIS LOCATION - COORDINATE WITH

ELECTRICAL DRAWINGS.

6. EXISTING SNOW CAT STORAGE BUILDING TO REMAIN AND BE

PROTECTED FROM DAMAGE - NO NEW WORK WITH THE

EXCEPTION OF THAT INDICATED IN THE ELECTRICAL

DRAWINGS - COORDINATE AS REQUIRED.

7. EXISTING SOLAR PANEL SUPPORT POST AND CONCRETE

BASE TO REMAIN AND BE PROTECTED FROM DAMAGE - SEE

ELECTRICAL DRAWINGS FOR NEW SOLAR PANEL WORK.

8. NEW 48" x 84" CONCRETE LANDING AT DOORWAY -

CONCRETE TO BE 4" THICK OVER 4" GRAVEL BASE - SLOPE

AWAY FROM THE BUILDING 1/2" / 12"

9. EXISTING PROPANE TANK TO REMAIN AND BE PROTECTED

FROM DAMAGE - SEE ELECTRICAL DRAWINGS FOR NEW

CONNECTIONS TO NEW GENERATOR

10. EXISTING CONCRETE PAD TO REMAIN AND BE PROTECTED

FROM DAMAGE

11. EXISTING STEEL BOLLARD TO REMAIN AND BE PROTECTED

FROM DAMAGE

12. EXISTING MANHOLES AND RELATED ELEMENTS TO REMAIN

AND BE PROTECTED FROM DAMAGE - FIELD VERIFY EXACT

LOCATION AND ANY UNDERGROUND PIPING AS REQUIRED TO

ENSURE THAT THERE WILL BE NO CONFLICTS WITH THE NEW

SHED.

13. EXISTING UN-IMPROVED LANDSCAPING - MODIFY / REGRADE /

REPAIR AS REQUIRED TO PERFORM NEW WORK - WHERE

NEW DIGGING / EARTHWORK IS REQUIRED, FIELD VERIFY ANY

UNDERGROUND PIPING, CONDUIT AND OTHER EXISTING

ELEMENTS THAT MAY BE IMPACTED BY NEW WORK -

COORDINATE AS REQUIRED TO PROTECT EXISTING

UNDERGROUND ELEMENTS AS REQUIRED

14. NEW PIPE BOLLARD - PAINT - SEE DETAIL A3/AE-502

15. PREFINISHED, EXPOSED FASTENER, CORRUGATED, METAL

ROOF PANEL SYSTEM OVER SELF ADHERED HIGH TEMP

UNDERLAYMENT (OVER ENTIRE ROOF) OVER STRUCTURAL

SHEATHING OVER LIGHT GAUGE METAL JOISTS - PROVIDE

COLOR MATCHING, NEOPRENE GASKETED SCREWS FOR ALL

EXPOSED FASTENERS - ALL DETAILING AND MISC. TRIM /

COMPONENTS SHALL BE PROVIDED AND INSTALLED AS

REQUIRED TO ACHIEVE THE PANEL SYSTEM

MANUFACTURERS SPECIFIED WARRANTY - SEE SPEC.

A1

AE-301

A3

AE-301

B

A

CLICK URL BELOW (ORIGINAL .PDF FILE ONLY), OR SCAN

QR CODE OR ENTER URL BELOW INTO AN INTERNET

BROWSER FOR 3D SCAN OF EXISTING CONDITIONS

https://bit.ly/26-31-3d (note that url is case sensitive)

EXTG. CONDITIONS

3D SCAN LINK

B

A

(2

S

0-

PROVIDE SIMPSON

'S/HJCT' HANGER, TYP.

@ CORNERS

7" 13' - 4" 7"

(2

S

0-

1200S200-68

AT 2'-0" O

.C.

(2) 1200S200-97 FASCIA

(2) 1200S200-97 FASCIA

S

0-

F A

S C

IA

S

0-

F A

S C

IA

S

2-

'-0

O .C

S

2-

'-0

O .C

AT DBL JOISTS, PROVIDE SIMPSON

'S/HJCT' EA SIDE OF JOIST

CONNECTING INTO FASCIA. TYP AT

EACH SIDE.

B

A

Bearing Footing -

24" x 12"

Bearing Footing -

24" x 12"

Bearing Footing -

24" x 12"

Bearing Footing -

24" x 12"

8" CONCRETE WALL (TYP.) -

SEE ARCHITECTURAL

SECTIONS / DETAILS

DROP IN FOUNDATION AT

OPENING - SEE ARCHITECTURAL

SECTIONS / DETAILS

13' - 4"

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

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t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

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PLANS

AE-101

PROJECT

NORTH

1/4" = 1'-0"A1 LEVEL 1 ACTUAL

NORTH

1/4" = 1'-0"A4 ROOF PLAN

PROJECT

NORTH

ACTUAL

NORTH

1/4" = 1'-0"C4 ROOF FRAMING PLAN

1/4" = 1'-0"D4 FOOTING & FDN PLAN

PROJECT

NORTH

ACTUAL

NORTH

PROJECT

NORTH

ACTUAL

NORTH

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

LEVEL 1

0"

A1

AE-301

T Y

P

5 5

LEVEL 1

0"

A3

AE-301B A

T Y

P

LEVEL 1

0"

A1

AE-301

1 2

T Y

P

LEVEL 1

0"

A3

AE-301

BA

T Y

P

# KEYED NOTES

1. PREFINISHED, EXPOSED FASTENER, CORRUGATED, METAL

WALL PANEL SYSTEM - ALL DETAILING AND MISC. TRIM /

COMPONENTS SHALL BE PROVIDED AND INSTALLED AS

REQUIRED TO ACHIEVE THE PANEL SYSTEM

MANUFACTURERS SPECIFIED WARRANTY - SEE SPEC.

2. PREFINISHED, EXPOSED FASTENER, CORRUGATED, METAL

ROOF PANEL SYSTEM - ALL DETAILING AND MISC. TRIM /

COMPONENTS SHALL BE PROVIDED AND INSTALLED AS

REQUIRED TO ACHIEVE THE PANEL SYSTEM

MANUFACTURERS SPECIFIED WARRANTY - SEE SPEC.

3. DOOR - SEE DOOR SCHEDULE.

4. PREFINISHED FASCIA METAL - SEE SECTIONS AND RELATED

DETAILS

5. PREFINISHED METAL SOFFIT - SEE SECTIONS AND RELATED

DETAILS

6. EXPOSED CONCRETE FOUNDATION / STEM WALL - PROVIDE

RUBBED FINISH ON EXPOSED SURFACES

7. PREFINISHED WALL LOUVER WITH INSECT SCREEN - NOTE

THAT THE LOUVER IS TO BE A DEFERRED SUBMITTAL AND

MUST BE COORDINATED WITH THE REQUIREMENTS OF THE

SELECTED GENERATOR MANUFACTURER - FINAL SIZE, AIR

FLOW REQUIREMENTS, LOCATION ETC. SHALL BE

DETERMINED AS PART OF THE DEFERRED SUBMITTAL

DESIGN.

8. MODIFY EXISTING GRADE AS REQUIRED TO PROVIDE A 2"

DIFFERENCE IN ELEVATION BETWEEN THE FINISHED FLOOR

AND THE GRADE AT THE PERIMETER OF THE BUILDING -

GRADE AS TO PROVIDE POSITIVE SLOPE AWAY FROM THE

BUILDING FOR A MINIMUM OF 10'

9. NEW PIPE BOLLARD - PAINT - SEE DETAIL A3/AE-502

10. WALL PACK LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 8/14/26 PERMIT SET

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ELEVATIONS

AE-2013/8" = 1'-0"A1 NORTH ELEVATION

3/8" = 1'-0"A3 EAST ELEVATION

3/8" = 1'-0"C1 SOUTH ELEVATION

3/8" = 1'-0"C3 WEST ELEVATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

A3

AE-301

B A

2" / 12"

AE-501

A1

AE-501

C1

AE-501

A2

AE-501

C2

7" 11' - 4" 3' - 3"

1/2" / 12"

C L

E A

R

LEVEL 1

0"

A1

AE-301

1 2

AE-501

C4

AE-501

C4

Sim

" 2

7" 13' - 4" 7"

AE-501

A4

AE-501

A4

Sim

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

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t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

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SECTIONS

AE-301

1/2" = 1'-0"A1 SECTION 01

1/2" = 1'-0"A3 SECTION 02

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

B

4" CONCRETE SLAB OVER 4"

GRAVEL BASE

SILL GASKET - SET ON (2) CONT.

BEADS OF SEALANT

CONCRETE FOOTING AND

FOUNDATION WALL

MODIFY EXISTING GRADE AS

REQUIRED TO PROVIDE A 2"

DIFFERENCE IN ELEVATION

BETWEEN THE FINISHED FLOOR

AND THE GRADE AT THE

PERIMETER OF THE BUILDING -

GRADE AS TO PROVIDE POSITIVE

SLOPE AWAY FROM THE BUILDING

FOR A MINIMUM OF 10'

WALL PANEL MFR'S STANDARD,

COLOR MATCHED, PREFINISHED

METAL TRIM / DRIP EDGE

600S162-54 STUDS AT 16" O.C.

PREFINISHED, EXPOSED FASTENER,

CORRUGATED, METAL WALL PANEL

SYSTEM OVER AWB - SEE SPEC.

#4 x 1'-6" @ 48" O.C.

(3) #4 x CONT. BARS

7/16" THICK WALL SHEATHING FASTENED

WITH #8 SCREWS AT 6" O.C. AT EDGES AND

12" O.C. IN FIELD

8" THICK CONCRETE WALL

REINFORCED WITH #4 AT 16" O.C.

VERTICAL AND #4 AT 12" O.C.

HORIZONTAL - PROVIDE RUBBED

FINISH ON EXPOSED SURFACES

600S125-54 CONT BOTTOM TRACK

FASTENED TO CONCRETE WALL WITH

5/8" DIA x 4" BOLTS AT 32" O.C.

2' - 0"

B

E L

O W

G R

A D

E

B

PREFINISHED, EXPOSED

FASTENER, CORRUGATED, METAL

WALL PANEL SYSTEM OVER AWB -

SEE SPEC.

600S162-54 STUDS AT 16" O.C.

7/16" THICK WALL SHEATHING

FASTENED WITH #8 SCREWS AT 6"

O.C. AT EDGES AND 12" O.C. IN

FIELD

7"

ROOF JOIST - SEE ROOF FRAMING

PLAN

STRUCTURAL FASCIA (SEE PLAN)

WITH (2) #10 STS TO EACH JOIST

600S125-54 CONT TOP TRACK

EDGE FASTENING

EDGE FASTENING

METAL STUD BLOCK TO MATCH

METAL JOISTS WITH #10 STS AT 8"

O.C. INTO TOP TRACK

23/32" ROOF SHEATHING WITH #10

FASTENERS AT 6" O.C. AT EDGES

AND 12" O.C. IN FIELD

FULL-HEIGHT STIFFENER

(362S200-54) AT OUTRIGGERS.

ATTACH TO OUTRIGGERS WITH (4)

#10 STS

PREFINISHED, EXPOSED FASTENER,

CORRUGATED, METAL ROOF PANEL SYSTEM

OVER SELF ADHERED UNDERLAYMENT - LAP

UNDERLAYMENT OVER ROOF EDGE (BEHIND

FASCIA METAL) - SEE SPEC.

1"

LEVEL 1

0"

A

ALUMINUM THRESHOLD WITH

GASKET - SET IN (2) CONT. BEADS OF

SEALANT - SEAL ALL JOINTS - SEE

SPECS

4" CONCRETE SLAB OVER 4"

GRAVEL BASE 4" CONCRETE PAD OVER 4" GRAVEL

BASE - SLOPE AWAY FROM BUILDING

1/2" EXPANSION JOINT

DOOR / FRAME - SEE PLAN

AND DOOR SCHEDULE

(24" NTS)

(1 8"

CONCRETE FOOTING

#4 x 1'-6" @ 48" O.C.

(3) #4 x CONT. BARS

8" THICK CONCRETE WALL

REINFORCED WITH #4 AT 16" O.C.

VERTICAL AND #4 AT 12" O.C.

HORIZONTAL - PROVIDE RUBBED

FINISH ON EXPOSED SURFACES

#4 DOWEL x 3'-6" AT 16" O.C.

2' - 0"

B

E L

O W

G R

A D

E

A

WALL PANEL MFR'S

STANDARD, COLOR

MATCHED, PREFINISHED

METAL TRIM / DRIP EDGE

DOOR / FRAME - SEE PLAN

AND DOOR SCHEDULE

WALL PACK LIGHT FIXTURE - SEE

ELECTRICAL - DETAIL / TRIM

METAL WALL PANEL SYSTEM PER

PANEL MFR'S STANDARD

DETAILS

PREFINISHED, EXPOSED

FASTENER, CORRUGATED, METAL

WALL PANEL SYSTEM OVER AWB -

SEE SPEC.

600S162-54 STUDS AT 16" O.C.

7/16" THICK WALL SHEATHING

FASTENED WITH #8 SCREWS AT 6"

O.C. AT EDGES AND 12" O.C. IN

FIELD

ROOF JOIST - SEE ROOF FRAMING

PLAN

600S125-54 CONT TOP TRACK EDGE FASTENING

EDGE FASTENING

METAL STUD BLOCK TO MATCH

METAL JOISTS WITH #10 STS AT 8"

O.C. INTO TOP TRACK

23/32" ROOF SHEATHING WITH #10

FASTENERS AT 6" O.C. AT EDGES

AND 12" O.C. IN FIELD

FULL-HEIGHT STIFFENER

(362S200-54) AT OUTRIGGERS.

ATTACH TO OUTRIGGERS WITH (4)

#10 STS

PREFINISHED, EXPOSED FASTENER,

CORRUGATED, METAL ROOF PANEL SYSTEM OVER

SELF ADHERED UNDERLAYMENT - LAP

UNDERLAYMENT OVER ROOF EDGE (BEHIND

FASCIA METAL) - SEE SPEC.

STRUCTURAL FASCIA (SEE PLAN)

WITH (2) #10 STS TO EACH JOIST

BOX HEADER - SEE

SCHEMATIC "A"

SCHEMATIC "A"

600T150-54

(3) 800S162-54

600T150-54

CONT. METAL

TRACK TO MATCH

WALL TOP TRACK

WALL PANEL MFR'S

STANDARD, COLOR

MATCHED, PREFINISHED

METAL TRIM / DRIP EDGE PREFINISHED WALL LOUVER WITH INSECT

SCREEN - NOTE THAT THE LOUVER IS TO BE A

DEFERRED SUBMITTAL AND MUST BE

COORDINATED WITH THE REQUIREMENTS OF

THE SELECTED GENERATOR MANUFACTURER -

FINAL SIZE, AIR FLOW REQUIREMENTS,

LOCATION ETC. SHALL BE DETERMINED AS PART

OF THE DEFERRED SUBMITTAL DESIGN.

7"

PREFINISHED, EXPOSED

FASTENER, CORRUGATED, METAL

WALL PANEL SYSTEM OVER AWB -

SEE SPEC.

600S162-54 STUDS AT 16" O.C.

7/16" THICK WALL SHEATHING

FASTENED WITH #8 SCREWS AT 6"

O.C. AT EDGES AND 12" O.C. IN

FIELD

ROOF JOIST - SEE ROOF

FRAMING PLAN

600S125-54 CONT TOP TRACK

EDGE FASTENING

EDGE FASTENING

METAL STUD BLOCK TO MATCH

METAL JOISTS WITH #10 STS AT 8"

O.C. INTO TOP TRACK

23/32" ROOF SHEATHING WITH #10

FASTENERS AT 6" O.C. AT EDGES

AND 12" O.C. IN FIELD

FULL-HEIGHT STIFFENER (362S200-54)

AT OUTRIGGERS. ATTACH TO

OUTRIGGERS WITH (4) #10 STS

PREFINISHED, EXPOSED FASTENER,

CORRUGATED, METAL ROOF PANEL SYSTEM

OVER SELF ADHERED UNDERLAYMENT - LAP

UNDERLAYMENT OVER ROOF EDGE (BEHIND

FASCIA METAL) - SEE SPEC.

FULL HEIGHT- 43 MIN (18 GA)

OUTRIGGERS AT 24" O.C.

STRUCTURAL FASCIA (SEE

PLAN) WITH (2) #10 STS TO

EACH JOIST

METAL PANEL MFR'S. STANDARD

SOFFIT / FASCIA METAL AND

ASSOCIATED TRIM - DETAIL PER

MFR'S. WRITTEN REQUIREMENTS -

COORD. AS REQ'D.

METAL PANEL MFR'S.

STANDARD ROOF EDGE

CLOSURE TRIM

1.1/2" x 1.1/2" x 0'-6" LONG 33MIL (20 GA)

CLIP WITH (2) #10 STS INTO OUTRIGER

AND (2) #10 STS INTO JOIST

BOX HEADER - SEE

SCHEMATIC "A"

LEVEL 1

0"

4" CONCRETE SLAB OVER 4"

GRAVEL BASE

MODIFY EXISTING GRADE AS

REQUIRED TO PROVIDE A 2"

DIFFERENCE IN ELEVATION

BETWEEN THE FINISHED FLOOR

AND THE GRADE AT THE

PERIMETER OF THE BUILDING -

GRADE AS TO PROVIDE POSITIVE

SLOPE AWAY FROM THE BUILDING

FOR A MINIMUM OF 10'

WALL PANEL MFR'S

STANDARD, COLOR

MATCHED, PREFINISHED

METAL TRIM / DRIP EDGE

PREFINISHED WALL LOUVER WITH INSECT

SCREEN - NOTE THAT THE LOUVER IS TO BE A

DEFERRED SUBMITTAL AND MUST BE

COORDINATED WITH THE REQUIREMENTS OF

THE SELECTED GENERATOR MANUFACTURER -

FINAL SIZE, AIR FLOW REQUIREMENTS,

LOCATION ETC. SHALL BE DETERMINED AS PART

OF THE DEFERRED SUBMITTAL DESIGN.

CONCRETE FOOTING AND

FOUNDATION WALL

#4 x 1'-6" @ 48" O.C.

(3) #4 x CONT. BARS

8" THICK CONCRETE WALL

REINFORCED WITH #4 AT 16" O.C.

VERTICAL AND #4 AT 12" O.C.

HORIZONTAL - PROVIDE RUBBED

FINISH ON EXPOSED SURFACES

SEAL PERIMETER (TYP.)

2' - 0"

B

E L

O W

G R

A D

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COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

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DETAILS

AE-5011 1/2" = 1'-0"A1 BASE OF WALL

1 1/2" = 1'-0"C1 HEAD OF WALL - LOW

1 1/2" = 1'-0"A2 DOOR SILL

1 1/2" = 1'-0"C2 HEAD OF WALL - HIGH

1 1/2" = 1'-0"C4 HEAD OF WALL - RAKE

1 1/2" = 1'-0"A4 BASE OF WALL @ LOUVER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

SEAL (BOTH SIDES TYP.)

16 GA. H.M. DOOR FRAME WITH (3)

ANCHORS PER JAMB - PAINT

DOOR - SEE DOOR

SCHEDULE

WALL PANEL MFR'S STANDARD,

COLOR MATCHED, PREFINISHED

METAL TRIM / CLOSURE WALL PANEL MFR'S

STANDARD, COLOR

MATCHED, PREFINISHED

METAL TRIM / CLOSURE

TOP EDGE OF FOUNDATION WALL

BELOW

PREFINISHED, EXPOSED

FASTENER, CORRUGATED, METAL

WALL PANEL SYSTEM OVER AWB -

SEE SPEC.

600S162-54 STUDS AT 16" O.C.

7/16" THICK WALL SHEATHING

FASTENED WITH #8 SCREWS AT 6"

O.C. AT EDGES AND 12" O.C. IN

FIELD

CONSTRUCTION JOINT

BACKER ROD AND

GRAY SELF LEVELING

POLYURETHANE JOINT

SEALER

CONTROL JOINT (C.J.)

EXPANSION JOINT (E.J.)

30' O.C. MAX.

V A

R

IE

S

/8

5/8" DIA. x 24" SMOOTH

DOWEL @ 18" O.C. - GREASE

AND USE PAPER SLEEVE

OVER ONE END

1/2" PREMOLDED EXPANSION

FILLER STRIP

/4

S L

A B

D E

P T

H

EDGE EACH SIDE OF

JOINT W/ 1/8" RADIUS

5/8" DIA. x 24" SMOOTH

DOWEL @ 18" O.C. - GREASE

AND USE PAPER SLEEVE

OVER ONE END

SAW-CUT CONTROL JOINT WITH AN

EARLY ENTRY SAW AS SOON AS

FINAL SET IS ACHIEVED. FINAL SET

IS TYPICALLY ACHIEVED WITHIN

FIRST 4 TO 6 HOURS OF SLAB POUR

6" DIA. EXTRA STRONG STEEL

PIPE BUMPER POST FILLED WITH

CONC.

24" CONCRETE PIER

REINF. WITH (4) #4 VERT.

BARS AND (4) #3 TIES

SLOPE TOP OF FOOTING

EXISTING GRADE

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

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DETAILS

AE-502

1 1/2" = 1'-0"A1 TYP. CORNER DETAIL

1" = 1'-0"A4 CONCRETE JOINT DETAILS

3/4" = 1'-0"A3 PIPE BOLLARD DETAIL

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

"A"

PAIR OF HOLLOW METAL

DOORS - PAINTED

PAINTED

HOLLOW

METAL FRAME

"01"

A S

S C

H E

D U

L E

D

2" TYP.

REMOVABLE

CENTER

MULLION

AS SCHEDULED

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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NO. DATE DESCRIPTION

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PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

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SCHEDULES

AE-601

DOOR SCHEDULE

D O

O R

DOOR

D O

O R

T Y

P E

DOOR

F

IR

E R

A T

IN

G

H A

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W A

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FRAME

F R

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COMMENTSW

ID

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101 6' - 0" 7' - 0" A 1 3/4" HOLLOW METAL PAINT NONE SET 01 01 HOLLOW METAL PAINT A1/AE-502 A1/AE-502 C2/AE-501 A2/AE-501 NONE PAIR OF 3'-0" BY 7'-0" DOORS WITH REMOVABLE MULLION

ROOM FINISH SCHEDULE

ROOM

# ROOM NAME FLOOR FINISH BASE

BASE

FINISH

NORTH WALL

MATERIAL

NORTH

WALL

FINISH

EAST WALL

MATERIAL

EAST

WALL

FINISH

SOUTH WALL

MATERIAL

SOUTH WALL

FINISH

WEST WALL

MATERIAL

WEST WALL

FINISH CEILING MATERIAL

CEILING

FINISH

CEILING

HEIGHT COMMENTS

101 SNOW CAT SHED NO NEW FINISH WORK UNLESS EXISTING FINISHES ARE AFFECTED BY NEW WORK - MODIFY / PATCH / REPAIR / REFINISH

ANY EXISTING ELEMENTS ADVERSLY AFFECTED BY THE NEW WORK

102 GENERATOR CONCRETE NONE NONE EXPOSED MTL. STUDS NONE EXPOSED MTL. STUDS NONE EXPOSED MTL. STUDS NONE EXPOSED MTL. STUDS NONE EXPOSED MTL. JOISTS NONE

3/8" = 1'-0"

DOOR TYPES

3/8" = 1'-0"

DOOR FRAME TYPES

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/19/2026

No. 7610045 Michael C.

Fackrell

E

ED

P ROF E S S

ENG

I ONA L

IN

E

E R

S N

CI

L

S T A T E O F T A H U

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

800-678-7077 801-328-5151 www.lynkengineers.com

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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MCF

JDF

SHEET NUMBER:

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ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

La st

P lo tte d:

CODE OFFICIAL STAMP:

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ELECTRICAL

COVER SHEET

EE001

ELECTRICAL SHEET INDEX

EE001 ELECTRICAL COVER SHEET

EE002 SYMBOLS LEGEND

EE501 ELECTRICAL DETAILS

EE601 GROUNDING RISER DIAGRAM

EE702 TYPICAL LABELING DETAILS

ES100 ELECTRICAL SITE PLAN DEMO

ES101 ELECTRICAL SITE PLAN

ES502 CONDUIT RISER DIAGRAM

EP101 LEVEL 1 POWER PLAN

EP400 ENLARGED POWER PLANS

EP401 ELECTRICAL ELEVATIONS

EP601 ONE-LINE DIAGRAM

EP615 PANEL SCHEDULES

EL101 LEVEL 1 LIGHTING PLAN

EL601 INTERIOR LIGHTING FIXTURE SCHEDULE

DEFINITIONS

NOTE: 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...

ABBREVIATIONS

NOTE: ALL ABBREVIATIONS MAY NOT BE USED.

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 RECEPTACLE OUTLET

4PDT FOUR-POLE DOUBLE THROW

4PST FOUR-POLE SINGLE THROW

4W FOUR-WIRE

4WAY FOUR-WAY

A ABOVE COUNTER

AC ARMORED CABLE

ACS ACCESS CONTROL SYSTEM

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

ALUM ALUMINUM

AMP AMPERE

ANN ANNUNCIATOR

AP ACCESS POINT (WIRELESS DATA)

AR AS REQUIRED

ASC AMPS SHORT CIRCUIT

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO VISUAL

AWG AMERICAN WIRE GAGE

BB XFMR BUCK-BOOST TRANSFORMER

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

C CEILING MOUNTED

CAT CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCBA CUSTOM COLOR AS SELECTED BY

ARCHITECT

CCTV CLOSED CIRCUIT TELEVISION

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/ OWNER

INSTALLED

CFBA CUSTOM FINISH AS SELECTED BY

ARCHITECT

CI CONTACT INDICATOR

CKT CIRCUIT

CM CONSTRUCTION MANAGER

CND CONDUIT

CO CONVENIENCE OUTLET

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTROL PANEL

CR CARD READER

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

dBA UNIT OF SOUND LEVEL

DPDT DOUBLE POLE, DOUBLE THROW

DS DISCONNECT SWITCH

E ENHANCED

EA EACH

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRIC NONMETALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ER EQUIPMENT ROOM

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

FPP FIBER PATCH PANEL

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

GEN GENERATOR

GFCI GROUND FAULT INTERRUPTER

GFP GROUND FAULT PROTECTION

GIG GIGA HERTZ

GND GROUND

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

HWM HORIZONTAL WIRE MANAGEMENT

HZ HERTZ

I/O INPUT/ OUTPUT

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IN/IS INSULATED/ ISOLATED

IR INFRARED

J-BOX JUNCTION BOX

kV KILOVOLT kVA KILOVOLT AMPERE kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWh KILOWATT HOUR

LED LIGHT EMITTING DIODE

LFMC LIQUID TIGHT FLEXIBLE METAL

CONDUIT

LFNC LIQUID TIGHT FLEXIBLE

NONMETALLIC CONDUIT

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MC METAL CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTION

MDP MAIN DISTRIBUTION PANEL

MG MOTOR GENERATOR

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT

PROTECTION

MTS MANUAL TRANSFER SWITCH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OCP OVER CURRENT PROTECTION

OE OWNER ELECTRONICS

OF/CI OWNER FURNISHED/ CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED/ OWNER

INSTALLED

OFP OBTAIN FROM PLANS

OH DR OVERHEAD (COILING) DOOR

OL OVERLOAD

PB PUSHBUTTON

PF POWER FACTOR

PH PHASE

PNL PANEL

PNM PLENUM

PR PAIR

PS POWER SUPPLY

PT POTENTIAL TRANSFORMER

PTZ PAN/TILT/ZOOM

PV PHOTO VOLTAIC

QTY QUANTITY

R REMOVE

RCP REFLECTED CEILING PLAN

RMC RIGID METAL CONDUIT

RNC RIGID NONMETAL CONDUIT

RO REMOTE DOOR OPEN

RPM REVOLUTIONS PER MINUTE

RPP RISER PATCH PANEL

RR REMOVE AND RELOCATE

S/S START/STOP

SCA SHORT CIRCUIT AMPS

SCBA STANDARD COLOR AS SELECTED BY

ARCHITECT

SEC SECURITY

SF SQUARE FOOT (FEET)

SFBA STANDARD FINISH AS SELECTED BY

ARCHITECT

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE, DOUBLE THROW

SPEC SPECIFICATION

SPP STATION PATCH PANEL

SPST SINGLE POLE, SINGLE THROW

ST SINGLE THROW

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TL TWIST LOCK

TP TELEPHONE POLE

TP TWISTED PAIR

TR TELECOMMMUNICATIONS ROOM

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSER

TYP TYPICAL

UF UNDERFLOOR

UGND UNDERGROUND

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTS

VA VOLT AMPERE

VFC/VFD VARIABLE FREQUENCY MOTOR

CONTROLLER

VIC VIDEO INTERCOM SYSTEM

VSS VIDEO SURVEILLANCE SYSTEM

VWM VERTICAL WIRE MANAGEMENT

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

WPP WIRELESS PATCH PANEL

XFMR TRANSFORMER

SYMBOL DESCRIPTION

SYMBOLS LEGEND

REFERENCE AND LINE SYMBOLS

DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E-501

INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN.

A5 E-501

ELEVATION OR SECTION INDICATOR, EXTERIOR: A5 INDICATES

ELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWING

SHEET WHERE ELEVATION OR SECTION IS SHOWN.

A5 E-201

ELEVATION OR SECTION INDICATOR, INTERIOR: A5 INDICATES

ELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWING

SHEET WHERE ELEVATION OR SECTION IS SHOWN.

A5 E-201

ROOM IDENTIFIER WITH ROOM NAME AND NUMBER.

ROOM NAME

KEYNOTE INDICATOR.1

REVISION INDICATOR.1

CU-1 EQUIPMENT INDICATOR.

NEW LINE: MEDIUM LINE.

HIDDEN FEATURES LINE: HIDDEN, THIN LINE

EXISTING TO REMAIN LINE: THIN LINE.

DEMOLITION LINE: DASHED, MEDIUM LINE

ELECTRICAL EQUIPMENT INDICATOR. "XXX" INDICATES TYPE OF EQUIPMENT OR

EQUIPMENT ID. "EF-X" IDENTIFIES MECHANICAL EQUIPMENT BEING SERVED.

REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.EF-X

XXX

EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON

EQUIPMENT SCHEDULE. "1LA-3" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO.

REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.1LA-3

X-X

MECHANICAL EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK

SHOWN ON EQUIPMENT SCHEDULE. "XMDP" IDENTIFIES PANEL EQUIPMENT IS

CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL

INFORMATION.

XMDP

X-X

IN-GRADE PULLBOX INDICATOR. "XXXET" INDICATES LABEL SHOWN ON

SCHEDULE. "#" IDENTIFIES SEQUENCE NUMBER SHOWN ON SITE AND RISER

DIAGRAM. REFER TO PLANS AND EXTERIOR PULLBOX SCHEDULE FOR

ADDITIONAL INFORMATION.

XXXET

CONDUIT TYPES

GENERAL ELECTRICAL NOTES

1.

2.

A.

B.

C.

3.

4.

5.

6.

CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS, MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS, CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE

EQUIPMENT SUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHERE DISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT (WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THE INTENT OF

THE DOCUMENTS SHALL BE ENFORCED.

OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE

INCLUDED IN THE CONTRACT SUM.

THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS

OR EQUIPMENT.

THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY

AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR

MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND

BONDS TO THE INSTALLER.

THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE.THE INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A

RESULT OF HIS OPERATIONS.

EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, AND COMMUNICATION SPACES):

INSTALL RACEWAYS BETWEEN DECK AND STRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS. ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALL CONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLY WITH THESE REQUIREMENTS TO THE

ARCHITECT.

SUBMITTALS: PROVIDE ORIGINAL ELECTRONIC PDF FORMAT, BOUND, BOOKMARKED (EACH SECTION AND PRODUCT), AND HIGHLIGHTED. JOB NAME AND SUBCONTRACTOR SHALL BE ON THE FRONT COVER.

PREPARE INDEX OF EQUIPMENT SUBMITTED IN EACH TAB.

REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURES WITH THE ARCHITECTURAL

REFLECTED CEILING PLANS. REFER ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER.

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

CONDUIT, COMMUNICATIONS

CONDUIT, POWER

SYMBOL DESCRIPTION

SYMBOLS LEGEND

SWITCH, DIMMER.D

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

X

SWITCH, DOUBLE POLE ("x" INDICATES FIXTURES CONTROLLED).

X

SWITCH, DOOR.DS

SWITCH, WEATHERPROOF.WP

WIRING DEVICES

RECEPTACLE, DUPLEX: NEMA 5-20R.

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

C

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER,

WET LABEL, "WEATHERPROOF IN USE": NEMA 5-20R.W

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT

INTERRUPTER: NEMA 5-20R.

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT

INTERRUPTER, WEATHERPROOF: NEMA 5-20R.WP

RECEPTACLE, QUADRAPLEX: NEMA 5-20R.

DROP CORD, CEILING/ BEAM MOUNTED. REFER TO DROP CORD AND CORD REEL

SCHEDULE FOR ELECTRICAL SPECIFICATIONS FOR CONFIGURATIONS AND

DEVICES.D#XX

L = WITH SLACK LOOP

G = WITH GFCI MODULE

RECEPTACLE, DUPLEX PROTECTED AT THE CIRCUIT BREAKER (GFCI, AFCI, ETC.).

REFER TO "BKR" COLUMN IN INDICATED PANEL SCHEDULE FOR PROTECTION

REQUIREMENTS. NEMA 5-20R.

RECEPTACLE, DUPLEX PROTECTED AT THE CIRCUIT BREAKER (GFCI, AFCI, ETC.).

REFER TO "BKR" COLUMN IN INDICATED PANEL SCHEDULE FOR PROTECTION

REQUIREMENTS. CONNECTED TO UPS. NEMA 5-20R.

SYMBOL DESCRIPTION

SYMBOLS LEGEND

WIRING METHODS

WIRING.

WIRING TURNED UP OR TOWARDS OBSERVER.

WIRING TURNED DOWN OR AWAY FROM OBSERVER.

LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE.

CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK.

CONDUCTOR & CONDUIT ("CC") SCHEDULE INDICATOR. REFER

TO ONE-LINE DIAGRAM.1

JUNCTION BOX.J

PULL BOX.PB

JUNCTION BOX, CEILING.CJ

MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR

REQUIREMENTS.

GROUND BUSBAR. REFER TO GROUNDING RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

SINGLE BRANCH CIRCUIT HOME RUN TO PANELBOARD WITH DEDICATED NEUTRAL

CONDUCTOR. LETTER AND NUMBER NOTATION IDENTIFY PANEL AND CIRCUIT

NUMBER.A-1

DEFFERRED SUBMITTALS

DELEGATED DEFERRED DESIGN SUBMITTAL TO BE PROVIDED BY CONTRACTOR

GENERATOR VENTILATION SYSTEM

PROVIDE COMPLETE MECHANICAL COOL AIR INTAKE, RADIATOR EXHAUST, AND ENGINE

EXHAUST SYSTEM DESIGN FOR THE GENERATOR ENCLOSURE AS A DEFERRED SUBMITTAL

FOLLOWING SELECTION OF THE GENERATOR. COORDINATE THE EXHAUST SYSTEM DESIGN

AND EQUIPMENT REQUIREMENTS WITH THE SELECTED GENERATOR MANUFACTURER.

SUBMIT COMPLETE DESIGN DOCUMENTATION FOR REVIEW AND APPROVAL PRIOR TO

INSTALLATION. ENSURE THE FINAL DESIGN COMPLIES WITH ALL APPLICABLE CODES,

STANDARDS, AND MANUFACTURER REQUIREMENTS.

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

PROVIDE THE FOLLOWING ITEMS LISTED BELOW AND COMPLY WITH ADDITIONAL

REQUIREMENTS AS PROVIDED. SEE SPECIFICATIONS.

1. COORDINATION-STUDY INPUT DATA,…