STATE EMPLOYEES'documents.brunswickcountync.gov/BCMS/0/edoc/963474...g002 code summary civil c1 site...

EARTH

GRAVEL

CONCRETE

SAND

CONCRETE

MASONRY UNITS

SOLID CONCRETE

MASONRY UNITS

BRICK

STONE

STUCCO

EXTERIOR INSULATED

FINISH SYSTEM

RIGID INSULATION

BATT INSULATION

METAL (SECTION)

PLYWOOD

WOOD - FINISH

WOOD - ROUGH

WOOD - BLOCKING

AL., ALUM.

AC.

A.P.

A.F.F.

BD.

BLDG.

B.M.

BRG.

BSMT.

CAB.

C.B.

C.T.

C.H.

C.J.

CL

CLG.

CLOS.

CLR.

C.M.U.

COL.

CONC.

CONST.

CONT.

CORR.

CPT.

C.R.

D.A.

DET.

D.F.

DBL.

DIA.

DIM.

DISP.

DR.

DW

DS

DWG

EA.

E.J.

EL., ELEV.

ELEC.

EQ.

EQUIP.

E.W.C.

EXIST.

EXP

EXT.

F.C.

F.C.U.

F.D.

FDN.

ACOUSTIC

ALUMINUM

ACCESS PANEL

ABOVE FINISHED FLOOR

BOARD

BUILDING

BENCH MARK

BEARING

BASEMENT

CABINET

CHALKBOARD

CERAMIC TILE

CEILING HEIGHT

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUIOUS

CORRIDOR

CARPET

COLD ROLLED

DISTURBED AREA

DETAIL

DRINKING FOUNTAIN

DOUBLE

DIAMETER

DIMENSION

DISPENSER

DOOR

DRYWALL

DOWNSPOUT

DRAWING

EACH

EXPANSION JOINT

ELEVATION

ELECTRIC

EQUAL

EQUIPMENT

ELECTRIC WATER COOLER

EXISTING

EXPANSION

EXTERIOR

FIRE CODE

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

F.E.C.

F.F.,FIN.F.

F.O.S.

FTG.

FURR.

GA.

G.B.

GL.

GR. STOP

G.W.B.

GYP. BD.

H, HT., HGT.

H.C.

HDW.

H.M.

FIRE EXTIGUISHER BRACKET

HR.

H.P.

I.D.

INSUL.

JAN.

JST.

JT.

LAM.

LAV.

L.P.

M.

MACH.

MAINT.

MAS.

MAT.

MAX.

M.C.

MECH.

MET., MTL.

MFG.

MIN.

M.O.

M.S.

MTD.

N.C.

N.I.C.

NO.

N.T.S.

O.C.

O.D.

OFF.

OPNG.

PART.

PL.

PLY.

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FOOTING

FACE OF STUD

FURRING

GAUGE

GRAB BAR

GLASS

GRAVEL STOP

GYPSUM WALLBOARD

GYPSUM BOARD

HEIGHT

HANDICAPPED

HARDWARE

HOLLOW METAL

HOUR

HIGH POINT

INSIDE DIAMETER

INSULATION

JANITOR

JOIST

JOINT

LAMINATE

LAVATORY

LOW POINT

MEN

MACHINE

MAINTENANCE

MASONRY

MATERIALS

MAXIMUM

MEDICINE CABINET

MECHANICAL

METAL

MANUFACTURER

MINIMUM

MOUNTED

MASONRY OPENING

NUMBER

OFFICE

METAL SHELVING

NON COMBUSTIBLE

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

PARTITION

PLATE

PLYWOOD

PNL.

P&S

P.S.

PTD.

P.T.D.

R.D.

REC.

RECPT.

REF.

REQD.

R.L.

RM.

R.O.

R&S

S.D.

SECT.

S.G.F.T.

S.H.

SHT.

SIM.

S.M.

S.P.

S.S.

S/S

ST.

STOR.

STRUCT.

SUSP.

SYN. FL.

TACKBD., T.B.

TEL.

T&G

THRESH.

T.OF B.

TOM

TOS

T.P.

TYP.

U.L.

V.C.T.

VERT.

VEST.

V.R.S.

W

W/

W.C

WAIN.

WARD.

W.B.

WD.

WL.

W.M.

WWM

PANEL

POLE AND SHELF

PROJECTION SCREEN

PAINTED

PAPER TOWEL DISPENSER

ROOF DRAIN

RECESSED

RECEPTIONIST

REFRIGERATOR

REQUIRED

RAIN LEADER

ROOM

ROUGH OPENING

ROD AND SHELF

SOAP DISPENSER

SECTION

SHOWER HEAD

SHEET

SIMILAR

SURFACE MOUNTED

STAND PIPE

SERVICE SINK

STAINLESS STEEL

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYNTHETIC FLOORING

TACKBOARD

TELEPHONE

TONGUE AND GROOVE

THRESHOLD

TOP OF BEARING

TOP OF MASONRY

TOP OF STEEL

TOILET PAPER HOLDER

TYPICAL

UNDERWRITERS LABORATORIES

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VINYL REDUCING STRIP

WOMEN

WITH

WAINSCOT

WARDROBE

WOOD

WHITE BOARD

WATER CLOSET

WALL

WALL MOUNTED

WELDED WIRE MESHF.E. FIRE EXTIGUISHER

F.E.B.

G.M.U. GLAZED MASONRY UNIT

EIFS EXT. INSUL. FINISH SYSTEM

F.V. FIELD VERIFY

X

X

Y

XXX

X

Y

X

X

X

2

1

4

3

A400

X

COLUMN GRID LINES

SECTIONS

DETAILS IN PLAN / SECTION

INTERIOR ELEVATIONS

NOTE

REVISION

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM NUMBER

FIRE RATED WALL TYPE

STRUCT. GLAZED FACING TILE

XXX

STATE EMPLOYEES'

CREDIT UNION

923 SEASIDE ROAD SW

OCEAN ISLE BEACH, NC 28469

1. DIMENSIONS ARE FROM FACE OF MASONRY OR METAL STUD UNLESS NOTED OTHERWISE.

2. CHASE WALLS SHALL MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE SHOWN BY WALL TYPE, TYP.

3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS, DISCREPANCIES OR FIELD ALTERATIONS TO THESE DESIGN PRIOR TO CONSTRUCTION.

DISCREPANCIES OR OTHER SUCH CONDITIONS NOT REPORTED PRIOR TO CONSTRUCTION MAY NOT BE USED AS GROUNDS FOR ADDITIONAL EXPENSE CLAIMS BY THE CONTRACTOR NECESSARY TO

ADEQUATELY COMPLETE THE WORK.

4. ANY ITEMS NOT SPECIFICALLY SHOWN ON THE DRAWINGS, BUT REASONABLY INCIDENTAL TO AND NECESSARY FOR THE SATISFACTORY COMPLETION OF THE PROJECT IN ACCORDANCE WITH INDUSTRY

STANDARDS, ARE INCLUDED WITHIN THE INTENT OF THESE DESIGN DRAWINGS.

5. CODES: ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES, ORDINANCES, REGULATIONS AND ANY ADDITIONAL REQUIREMENT SO STATED IN ANY LAW,

ORDINANCE OR REGULATION PERTAINING TO CONSTRUCTION WITHIN THE SAID LIMITS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROPOSED WORK, ZONING, ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, ELECTRICAL ENERGY CONSERVATION AND FIRE. CONFORMITY TO ALL CODES APPLICABLE TO THIS PROJECT SHALL BE THE CONTRACTORS RESPONSIBILITY.

6. PROPER ASSEMBLY, INSTALLATION, AND OPERATION OF ALL MATERIALS, COMPONENTS, SYSTEMS AND FINISHES ARE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS.

7. COMPONENTS FOR CONSTRUCTION SAFETY ARE NOT INDICATED IN THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL RULES AND REGULATIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ACT DURING ALL CONSTRUCTION.

8. ALL PLUMBING FIXTURES, LAVATORY ACCESSORIES, MOUNTING HEIGHTS AND NECESSARY FLOOR CLEARANCES SHALL COMPLY WITH ANSI A117.1 AND THE REQUIREMENTS SET FORTH BY THE AMERICANS

WITH DISABILITIES ACT.

ABBREVIATIONS

DRAWING KEYS

SYMBOLS OF MATERIALS

LIST OF DRAWINGS

GENERAL

G001 COVER SHEET

G002 CODE SUMMARY

CIVIL

C1 SITE PLAN

CONSTRUCTION DOCUMENTS

FEBRUARY 14, 2017

BECKER MORGAN GROUP, INC.

CTT CONSULTING ENGINEERS

CBHF ENGINEERS, PLLC

ARCHITECT

CIVIL ENGINEER

PM&E ENGINEER

GENERAL NOTES

DESIGN TEAM

LS101 LIFE SAFETY PLAN

ARCHITECTURAL

A101 FLOOR PLAN

STRUCTURAL

S1 STRUCTURAL RENOVATION PLAN

ELECTRICAL

E-001 ELECTRICAL NOTES, LEGEND

E-002 ELECTRICAL SCHEDULES

E-101 ELECTRICAL FLOOR PLAN

G001

STA

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Fax

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2840

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Reviewed For Code Compliance



I-A

I-B

II-A

II-B

IIIIII

H-1 DETONATE

I-1

H-2 DEFLAGRATE

I-2

A-1 A-2

I-3

H-3 COMBUST

A-3

I-4

H-4 HEALTH

F-1 MODERATE F-2 LOW

H-5 HPM

A-4 A-5

I-31 2 3 4 5

R-1

S-1 MODERATE S-2 LOW

R-2 R-3 R-4

I

I

I

(Ie)

(Is)

(Iw)

LEAD DESIGN PROFESSIONAL:

2012 EDITION OF NC CODE FOR:

ALLOWABLE AREA:

BASIC BUILDING DATA:

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2,713

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N/A .

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REQUIRED

NEW

EXISTING

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.

Mark T. Arcuri

Ernest W. Olds

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24419

10595

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.

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.

910.397.3939

910.341.7600

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+< 1

+ + = < 1

2

f

s

s

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* INDICATE SECTION NUMBER PERMITTING REDUCTION

TENANT SEPARATION

SMOKE BARRIER SEPARATION

PARTY/FIRE WALL SEPARATION

OCCUPANCY SEPARATION

CORRIDOR SEPARATION

SHAFTS - OTHER

SHAFTS - EXIT

BEAMS AND JOISTS

INCLUDING SUPPORTING

ROOF CONSTRUCTION

BEAMS AND JOISTS

INCLUDING SUPPORTING

FLOOR CONSTRUCTION

.

INTERIOR

SOUTH

WEST

EAST

NORTH

EXTERIOR

AND PARTITIONS

NON-BEARING WALLS

INTERIOR

SOUTH

WEST

EAST

NORTH

EXTERIOR

BEARING WALLS

GIRDERS, TRUSSES

INCLUDING COLUMNS,

STRUCTURAL FRAME,

(FEET)

DISTANCE

SEPARATION

FIRE

.

.

.

.

.

.

.

.

RATING

REDUCTION)

REQ'D PROVIDED

(W/ *

SHEET #

AND

DETAIL #

ASSEMBLY

RATED

FOR

DESIGN #

PENETRATION

RATED

FOR

DESIGN #

JOINTS

RATED

FOR

DESIGN #

BUILDING ELEMENT

LIFE SAFETY PLAN SHEET #

FIRE PROTECTION REQUIREMENTS:

. . . ..

. . . . .

. . . .

.

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BUILDING HEIGHT IN STORIES STORIES STORIES + 1 = STORIES....

BUILDING HEIGHT IN FEET FEET.

FEET = H + 20' =.

FEET.

TYPE OF CONSTRUCTION TYPE TYPE.

(TABLE 503)

ALLOWABLE

SPRINKLERS

INCREASE FOR

REFERENCE

CODE

PLANS

SHOWN ON

.

ALLOWABLE HEIGHT:

CONTROL TOWERS MUST COMPLY WITH 412.1.2.

5. THE MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC

4. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x E (506.4)

3. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507

B. SINGLE-STORY BUILDING = 300 PERCENT

A. MULTI-STORY BUILDING = 200 PERCENT

2. THE SPRINKLER INCREASE PER SECTION 506.3 IS AS FOLLOWS:

E. PERCENT OF FRONTAGE INCREASE = 100 [F/P - 0.25] x W/30 = (%)

D. W = MINIMUM WIDTH OF PUBLIC WAY = (W)

C. RATIO (F/P) = (F/P)

B. TOTAL BUILDING PERIMETER = (P)

A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH = (F)

1. FRONTAGE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

STORY NO.

AND USE

DESCRIPTION

(ACTUAL)

PER STORY

BLDG AREA

(A) (B)

TABLE 503

AREA

(C)

AREA FOR

OPEN SPACE

INCREASE INCREASE

SPRINKLER

AREA FOR

(D)

UNLIMITED

AREA OR

ALLOWABLE

(E)

3

AREA

4

BUILDING

MAXIMUM

(F)

1

5

ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B

ACTUAL AREA OF OCCUPANCY BACTUAL AREA OF OCCUPANCY A

ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT

FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE

SEPARATED USE (508.4) - SEE BELOW FOR AREA CALCULATIONS

THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING

HEIGHT AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING.

THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE

NON-SEPARATED USE (508.3)

MIXED OCCUPANCY: NO YES SEPARATION: HR. EXCEPTION:

SPECIAL PROVISIONS: 509.2 509.3 509.4 509.5 509.6 509.7 509.8

UTILITY AND MISCELLANEOUS

STORAGE

MERCANTILE

INSTITUTIONAL

HAZARDOUS

BUSINESS

ASSEMBLY

RESIDENTIAL

USE CONDITION

FACTORY

HIGH-PILED

OCCUPANCY:

BASEMENT

1ST FLOOR

MEZZANINE

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

6TH FLOOR

FLOOR EXISTING (SQ. FT.)

TOTAL

GROSS BUILDING AREA:

BUILDING HEIGHT:

FIRE DISTRICT:

STANDPIPES:

SPRINKLERS:

NO

NO

NO YES

YES

YES (Primary)

FEET

WET DRY

NFPA 13DNFPA 13RNFPA 13

CLASS

CONSTRUCTION TYPE:

NEW CONSTRUCTION

RECONSTRUCTION

UPFIT

ALTERATION

OTHER

RETAINING WALLS >5' HIGH

STRUCTURAL

SPRINKLER-STANDPIPE

MECHANICAL

PLUMBING

FIRE ALARM

ELECTRICAL

CIVIL

ARCHITECTURAL

DESIGNER FIRM NAME LICENSE # TELEPHONE #

CODE ENFORCEMENT JURISDICTION: CITY COUNTY

STATEPRIVATECITY/COUNTYOWNED BY:

OWNER OR AUTHORIZED AGENT: PHONE #:

PROPOSED USE:

ADDRESS:

NAME OF PROJECT:

TOTAL

REQUIRED PROVIDED

PROVIDED

TOTAL #

ACCESSIBLE

# OF ACCESSIBLE SPACES PROVIDED

VAN SPACES WITH

TOTAL # OF

PARKING SPACES

ACCESSIBLE PARKING

USE WATERCLOSETS

MALE FEMALE

URINALS

ACCESSIBLEREGULAR

DRINKING FOUNTAINSSHOWERS/

TUBS

PLUMBING FIXTURE REQUIREMENTS

PILE SIZE, TYPE AND CAPACITY

PRESUMPTIVE BEARING CAPACITY

SOIL BEARING CAPACITIES:

LATERAL DESIGN CONTROL:

FIELD TEST (PROVIDE COPY OF TEST REPORT)

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

PSF

PSF

SEISMIC BASE SHEAR: Vx= Vy=

SITE CLASSIFICATION (TABLE 1613.2)

SPECTRAL RESPONSE ACCELERATION

SEISMIC DESIGN CATEGORY

S %g S %g

WIND BASE SHEARS (FOR MWFRS) Vx= Vy=

EXPOSURE CATEGORY

BASIC WIND SPEED MPH (ASCE-7-98)

FLOOR

MEZZANINE

ROOF

SEISMIC

SNOW

WIND

PSF

PSF

PSF

PSF

IMPORTANCE FACTORS:

GROUND SNOW LOAD:

LIVE LOADS:

WIND LOAD:

DESIGN LOADS:

PANIC HARDWARE:

SMOKE DETECTION SYSTEMS:

FIRE ALARM:

EXIT SIGNS:

EMERGENCY LIGHTING: NO

NO

NO

NO YES

YES

YES

YES

YES

LIFE SAFETY SYSTEM REQUIREMENTS:

LIST EQUIPMENT EFFICIENCIES:

SIZE CATEGORY. IF OVERSIZED, STATE REASON.

CHILLER

SIZE CATEGORY. IF OVERSIZED, STATE REASON.

BOILER

SIZE CATEGORY OF UNIT

COOLING EFFICIENCY

HEATING EFFICIENCY

DESCRIPTION OF UNIT

UNITARY

MECHANICAL SPACING CONDITIONING SYSTEM

BUILDING COOLING LOAD

BUILDING HEATING LOAD

RELATIVE HUMIDITY

SUMMER DRY BULB

WINTER DRY BULB

INTERIOR DESIGN CONDITIONS

SUMMER DRY BULB

WINTER DRY BULB

THERMAL ZONE

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED

TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED (WHOLE BUILDING OR SPACE BY SPACE)

TOTAL WATTAGE PER FIXTURE

NUMBER OF BALLASTS IN FIXTURE

BALLAST TYPE USED IN THE FIXTURE

NUMBER OF LAMPS IN FIXTURE

LAMP TYPE REQUIRED IN FIXTURE

LIGHTING SCHEDULE

METHOD OF COMPLIANCE:

ELECTRICAL SYSTEM AND EQUIPMENT

SLAB HEATED

HORIZONTAL/VERTICAL REQUIREMENT

R-VALUE OF INSULATION

U-VALUE OF TOTAL ASSEMBLY

DESCRIPTION OF ASSEMBLY

FLOORS SLAB ON GRADE (EACH ASSEMBLY)




FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)




WALLS BELOW GRADE (EACH ASSEMBLY)

DOOR R-VALUES

PROJECTION FACTOR

SOLAR HEAT GAIN COEIFFICIENT

U-VALUE OF ASSEMBLY

OPENINGS (WINDOWS OR DOORS WITH GLAZING)




EXTERIOR WALLS (EACH ASSEMBLY)

TOTAL SQUARE FOOTAGE OF SKYLIGHTS

U-VALUE OF SKYLIGHT

SKYLIGHTS IN EACH ASSEMBLY




ROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

ENERGY REQUIREMENTS:

ENERGY SUMMARY

NO

STATE EMPLOYEE'S CREDIT UNION

923 SEASIDE RD SW - OCEAN ISLE BEACH, NC 28469

BUSINESS

MARK ACURI

BRUNSWICK

- EXISTING BUILDING

NEW (SQ. FT.) SUB-TOTAL

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STRUCTURAL DESIGN

ELECTRICAL SUMMARY

MECHANICAL SUMMARY

.

910.397.2929 - EXT: 120

..

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CBHF Engineers, PLLC

CTT Consulting Engineers

Becker Morgan Group, Inc

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0 2,713

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BUILDING CODE SUMMARY

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[email protected]

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[email protected]

EMAIL ADDRESS

ADDITION

EXISTING: REPAIR

CONSTRUCTED. BUSINESS

ORIGINAL USE(S) (Ch. 3)

PARTIAL

FLOOD HAZARD AREA: NO YES

403 404 405 406 407 408 409SPECIAL USES: 402 410 411 412

413 414 415 416 417 418 419 420 421

INCIDENTAL USE SEPARATION (508.2.5)

THIS SEPARATION IS NOT EXEMPT AS A NON-SEPARATED USE (SEE EXCEPTIONS)

STATE

RENOVATION

RENOVATED. N/A

CURRENT USE(S) (Ch. 3)

BUSINESSPROPOSED USE(S) (Ch. 3)

(Check all that apply)

III-A

III-B

IV V-A

V-B

EDUCATIONAL

PARKING GARAGE OPEN ENCLOSED REPAIR GARAGE

H-1 DETONATE

I-1

H-2 DEFLAGRATE

I-2

A-1 A-2

I-3

H-3 COMBUST

A-3

I-4

H-4 HEALTH

F-1 MODERATE F-2 LOW

H-5 HPM

A-4 A-5

I-31 2 3 4 5

R-1

S-1 MODERATE S-2 LOW

R-2 R-3 R-4

UTILITY AND MISCELLANEOUS

STORAGE

MERCANTILE

INSTITUTIONAL

HAZARDOUS

BUSINESS

ASSEMBLY

RESIDENTIAL

USE CONDITION

FACTORY

HIGH-PILED

ACCESSORY OCCUPANCIES:

EDUCATIONAL

PARKING GARAGE OPEN ENCLOSED REPAIR GARAGE

INCIDENTAL USES (Table 508.2.5):

FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT

ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HORSEPOWER

REFRIGERANT MACHINE ROOM

HYDROGEN CUTOFF ROOMS, NOT CLASSIFIED AS GROUP H

INCINERATOR ROOMS

PAINT SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN OCCUPANCIES OTHER THAN GROUP F

LABORATORIES AND VOCATIONAL SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN A GROUP E OR I-2

LAUNDRY ROOMS OVER 100 SQUARE FEET

GROUP I-3 CELLS EQUIPPED WITH PADDED SURFACES

GROUP I-2 WASTE AND LINEN COLLECTION ROOMS

WASTE AND LINEN COLLECTION ROOMS OVER 100 SQUARE FEET

STATIONARY STORAGE BATTERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OF MORE THAN 50

GALLONS, OR A LITHIUM-ION CAPACITY OF 1,000 POUNDS USED FOR FACILITY STANDBY POWER,

ROOMS CONTAINING FIRE PUMPS

GROUP I-2 STORAGE ROOMS OVER 100 SQUARE FEET

EMERGENCY POWER OR UNINTERRUPTED POWER SUPPLIES

GROUP I-2 COMMERCIAL KITCHENS

GROUP I-2 LAUNDRIES EQUAL TO OR LESS THAN 100 SQUARE FEET

GROUP I-2 ROOMS OR SPACES THAN CONTAIN FUEL-FIRED HEATING EQUIPMENT

422 423

424 425 426 427

509.9

MARK T. ARCURI

. . . .

. .

INCIDENTAL USE SEPARATION

PARTIAL

LIFE SAFETY PLAN REQUIREMENTS:

FIRE AND/OR SMOKE RATED WALL LOCATIONS (CHAPTER 7)

ASSUMED AND REAL PROPERTY LINE LOCATIONS

EXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.8)

EXISTING STRUCTURES WITHIN 30 FEET OF THE PROPOSED BUILDING

OCCUPANCY TYPES FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.1)

OCCUPANT LOADS FOR EACH AREA

EXIT ACCESS TRAVEL DISTANCES (1016)

COMMON PATH OF TRAVEL DISTANCES (1014.3 & 1028.8)

DEAD END LENGTHS (1018.4)

CLEAR EXIT WIDTHS FOR EACH EXIT DOOR

MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMMODATE BASED ON

ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR

A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR/CEILING AND/OR ROOF STRUCTURE

EGRESS WIDTH (1005.1)

LOCATION OF DOORS WITH PANIC HARDWARE (1008.1.10)

IS PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION

LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1008.1.9.7)

LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1008.1.9.8)

LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES

LOCATION OF EMERGENCY ESCAPE WINDOWS (1029)

THE SQUARE FOOTAGE OF EACH FIRE AREA (902)

THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT (407.4)

NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS

ABOVE

ACCESSIBLE DWELLING UNITS (SECTION 1107)

.

UNITS

ACCESSIBLETOTAL

UNITS

REQUIRED

UNITS

ACCESSIBLE

PROVIDED

UNITS

TYPE A

REQUIRED

UNITS

TYPE A

PROVIDED

UNITS

TYPE B

REQUIRED

UNITS

TYPE B

PROVIDED

ACCESSIBLE UNITS

TOTAL

PROVIDED

. . . . . . .

(SECTION 1106)

LOT OR

PARKING AREA

REGULAR WITH

5' ACCESS

AISLE

132" ACCESS

AISLE

8' ACCESS

AISLE

.

.

.

A B C D

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

OCCUPANCY CATEGORY (TABLE 1604.5) I II III IV

s 1

A B C D E F

DATA SOURCE: FIELD TEST PRESUMPTIVE HISTORICAL DATA

BASIC STRUCTURAL SYSTEM (CHECK ONE)

BEARING WALL

BUILDING FRAME

MOMENT FRAME

DUAL W/ SPECIAL MOMENT FRAME

DUAL W/ INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

ANALYSIS PROCEDURE: SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMIC

YES NO

EARTHQUAKE WIND

SPECIAL INSPECTIONS REQUIRED: YES NO

(SECTION 1106)

SPACE

.

.

.

.

.

.

LAVATORIES

MALE FEMALE

.

.

.

SPECIAL APPROVALS

SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, SBCCI, ICC, ETC., DESCRIBE BELOW)

.

THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE

ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE

PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY

COST FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY COST FOR THE PROPOSED DESIGN.

CLIMATE ZONE: 3 4 5

METHOD OF COMPLIANCE:

PRESCRIPTIVE

PERFORMANCE

PRESCRIPTIVE

PERFORMANCE

(ENERGY CODE)

(ENERGY CODE)

(ASHRAE 90.1)

(ASHRAE 90.1)

THERMAL ENVELOPE

EXCEED 1

.

OCCUPANCIES

.

.

ENERGY CODE:

ASHRAE 90.1:

PRESCRIPTIVE PERFORMANCE

PRESCRIPTIVE PERFORMANCE

ADDITIONAL PRESCRIPTIVE COMPLIANCE

506.2.1

506.2.2

506.2.3

506.2.4

506.2.5

506.2.6

MORE EFFICIENT MECHANICAL EQUIPMENT

REDUCED LIGHTING POWER DENSITY

ENERGY RECOVERY VENTILATION SYSTEMS

HIGHER EFFICIENCY SERVICE WATER HEATING

ON-SITE SUPPLY OF RENEWABLE ENERGY

AUTOMATIC DAYLIGHTING CONTROL SYSTEMS

N/A - EXISTING BUILDING







35250Jason Famiglietti

910.791.4000

[email protected]

2,713 0 2,713

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

0

N/A

N/A

0

N/A



G002

BUILDING CODE

SUMMARY

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FE

FE

14

320

68"

BUSINESS OCCUPANCY:

2,713 SF / 100 = 28 OCCUPANTS

14

320

68"

51' TRAVEL DISTANCE

200' MAX ALLOWABLE

TRAVEL DISTANCE

FE

2A FIRE EXTINGUISHER LOCATION

MAXIMUM EGRESS DISTANCE PATH OF TRAVEL

EXIT OR EXIT ACCESS LOCATION

LIFE SAFETY LEGEND

000

000

00.00"

OCCUPANT LOAD CAPACITY

OCCUPANT LOAD

CLEAR EXIT WIDTH

5'-0

" M

AX

.

EXIT

EXIT

NOTE: SIGNAGE TO COMPLY WITH ICC A117.1-2009 SECTION 703.3.11, 703.3.12.

BRAILLE TO COMPLY WITH ICC A1171.1-2009 SECTION 703.4

EXIT SIGNAGE LOCATIONS SHOWN ON PLAN AS ( * )

FINAL LOCATION OF SIGNS TO BE CONFIRMED BY THE AUTHORITY HAVING JURISDICTION

EXIT

EXIT

C

L

9"

6"

9" MIN.

2"

1'-6"

18"x18" CLEAR SPACE

CENTERED ON BRAILLE

LS101

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Roof Line Above

1

2

3

1 4

4

5

5

6

7

7

8

8

9

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10

11

12

13

14

15

16

17

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18 18

19

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1919

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19

19

19

19

19

20

20

20

20

21

22

23

THRE

SHOL

DTH

RESH

OLD

THRESHOLD

24

CARPET TILECARPET

VCT

CARPET CARPET

TILE

TILE

TILE

VCT

VCT

VCT

VCT

11

12

13

13

13

1

1

19

13

13

CONCRETE

CONCRETE

13

13

Roof Line Above

25

LADDER TOATTIC 15

11

17

11

17

11

16

16

ATM

TELL

ERVA

CUUM

TELL

ERVA

CUUM

15 15 15

26

17

11

17

11

17

11

12

12 12

12 12

12

12

12

1717

27

FLOORING NOTES:

1. REMOVE AND REPLACE ALL

EXISTING CARPET w/ NEW 2x2

CARPET TILES

2. REPLACE ALL VCT FLOORING

IN BATHROOM AND BREAK

ROOM AREAS

CEILING / ROOF NOTES:

1. REMOVE AND REPLACE ALL STAINED

2x2 ACT CEILING TILES THROUGHOUT

2. REPAIR EXISTING CEILING GRID IN

OFFICE 103

3. ADD ICE GUARDS TO ALL STANDING

SEAM METAL ROOFS. OWNER TO

PROVIDE EXACT SPECIFICATION

KEYNOTE LEGEND:

- INSTALL NEW TRIM AROUND DOOR

AND SIDELITES. NEW TRIM TO

MATCH EXISTING INTERIOR DOOR

TRIM

- REVERSE SWING OF EXISTING

DOOR AND INSTALL DOOR CLOSER

- REPAIR ALL DRYWALL CRACKS,

HOLES AND PREVIOUS ELECTRICAL

BOXES IN ALL ROOMS

- INSTALL NEW LOCK HARDWARE ON

INTERIOR DOUBLE DOORS @

VESTIBULES. IF LOCK HARDWARE

IS UNABLE TO BE INSTALLED;

REPLACE DOORS

- REPLACE EXISTING SOLID DOORS

@ EACH END OFFICE. NEW DOOR

TO HAVE GLAZING IN UPPER HALF

1

2

3

4

5

- INSTALL PEEP HOLE IN

EXISTING DOOR

- REMOVE EXISTING DOOR TO

BATHROOM AND FRAME IN.

CREATE NEW DOOR OPENING

ON ADJACENT WALL. RE-USE

DOOR IF POSSIBLE.

- REPLACE EXISTING TOILET

FIXTURES IN EACH

BATHROOM

- ADD BLOCKING AND INSTALL

18" VERTICAL GRAB BARS IN

EACH BATHROOM LOCATION

- REPLACE CRACKED AND

BOWED UPPER SOFFIT TRIM

6

7

8

9

10

- PAINT ALL EXISTING

COLUMNS; REFER TO SPECS

- PATCH BASES AND TOPS OF

ALL COLUMNS

- REMOVE AND REPLACE ALL

EXPANSION JOINT MATERIAL

w/ SEALANT; FILL ANY EMPTY

JOINTS w/ SEALANT

- REPLACE SEALANT ON

MASONRY WALLS AND FILL

ALL GAPS

- REMOVE FIBER EXPANSION

MATERIAL AND REPLACE

SEALANT AT CONCRETE

ISLAND JOINTS THROUGHOUT

11

12

13

14

15

- ADD PLASTIC YELLOW

SLEEVES OVER EXISTING 4"

DIA. BOLLARDS THROUGHOUT

- REPLACE ALL CAULK WHERE

BASES OF COLUMNS MEET

CONCRETE THROUGHOUT.

PATCH BASES AND TOPS OF

ALL COLUMNS IN DRIVE-THRU

AREA

- EXTERIOR WINDOWS: CAULK

ALL TRIM AND LINTELS.

- LINTELS: SAND, TREAT RUST

AND PRIME ALL LINTELS

- INSTALL AUTOMATIC DOOR

OPENERS @ EACH VESTIBULE

(BOTH INTERIOR AND

EXTERIOR DOORS) INSTALL

ADA PUSH BUTTONS AS REQ'D

16

17

18

19

20

- NEW BUILT-IN COUNTERTOP TO

MATCH DESIGN OF

COUNTERTOP IN S.D.B. AREA

- INSTALL NEW BASE TRIM ON

INTERIOR WALL OF VAULT; TRIM

TO MATCH EXISTING

- INSTALL NEW 5' HIGH

PARTITION. SWINGING DOOR TO

MATCH DOOR @ TELLER

LOCATIONS

- REPAIR FLOORING AT NEW

DOOR OPENING CONSTRUCTION

- PRESSURE WASH EXTERIOR;

REMOVE EFFLORESENCE

- FRONT GABLE: FILL EXISTING

MOUNTING HOLES AND PAINT /

RECOAT THE STUCCO

- PAINT WALL ACCENT COLOR;

REFER TO SPECS

21

22

23

24

25

GENERAL NOTES:

1. SEE DRAWINGS BY OTHERS FOR

PLUMBING, MECHANICAL,

ELECTRICAL AND SITE WORK

2. ALL FURNITURE, BANKING

EQUIPMENT AND SECURITY

SYSTEM ARE THE

RESPONSIBILITY OF OWNER

3. PAINT INTERIOR AND EXTERIOR

PER SPECIFICATIONS

26

27

A101

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SPAN

NEW DOOR OPNG

NOTE:

SHORE ROOF SYSTEM ON EACH SIDE UNTIL HEADER HAS BEEN INSTALLED.

JACK STUDS (2) STUDS TOMATCH EXIST WIDTH @ EA

SIDE (MIN)

WALLOPENING

HEADER

KING STUDS(2) FULL HEIGHTSTUDS TO MATCHEXIST WIDTH @ EASIDE (MIN)

JACK STUDS

(2) 2x8

DISCONTINUEDWALL STUD

SIZE

2 (MIN)

REMARKS

LOAD BEARING WOOD HEADER SCHEDULE

SEE NOTE

1.

DETAIL:

NEW OPNG IN EXIST LOADBEARING WOOD WALL. SEELINTEL SCHEDULE ON THIS

SHEET. TEMP SHORE ROOFTRUSSES PRIOR TO INSTALL.

NEW 2X WOOD WALL INFILL. MATCH EXIST WIDTHAND SPACE NEW VERT STUDS AT 16" OC

AREA OF STRUCTURAL RENOVATION

Firm

Lic

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Num

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923 SEASIDE ROAD SW

.

.

.

.

RALEIGH, NC 27611

PO BOX 27655

DESIGNED BY:

DRAWN BY:

SCALE:

DATE:

FILE NUMBER:

QUALITY CONTROL:

OWNER:

ADDRESS:

ADDRESS:

PROJECT:

SEAL

NO

REVISIONS

DATE

SHEET NUMBER:

DESC:

3/16/17

RLP

RLP

RLP

NTS

7482

MARCH 17, 2017

S1

STRUCTURALRENOVATION PLAN

GENERAL

A. ALL DESIGN AND CONSTRUCTION IS BASED ON AND SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE, 2012 EDITION. ALLREFERENCED STANDARDS SHALL BE OF THE EFFECTIVE DATE NOTED IN THE CONTROLLING BUILDING CODE.

B. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE INTHE CONSTRUCTION DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, ENGINEER, SUPPLIER,OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONSTRUCTION DOCUMENTS. NOR SHALL IT BE EFFECTIVE TOASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE STRUCTURAL ENGINEER OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANYDUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKERESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONSTRUCTION DOCUMENTS.

C. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT/STRUCTURAL ENGINEER OF RECORD OF ANYDISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS.

D. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOTPROVIDED.

E. THE STRUCTURE SHOWN ON THESE DRAWINGS IS SELF-SUPPORTING ONLY IN ITS COMPLETED FORM. THE GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING.

F. NO PROVISIONS HAVE BEEN MADE IN THE DESIGN FOR THE SUPPORT OF A CONCENTRATED LOAD FROM PLUMBING, MECHANICAL OR HVAC EXCEPT ASSHOWN ON THE DRAWINGS.

G. THE GENERAL CONTRACTOR SHALL COORDINATE ALL SIZES AND LOCATIONS OF FLOOR, ROOF, AND WALL PENETRATIONS WITH MECHANICAL ANDARCHITECTURAL DRAWINGS. ALL PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OFRECORD UNLESS NOTED OTHERWISE.

EXISTING CONDITIONS

A. THE GENERAL CONTRACTOR SHALL SURVEY THE EXISTING STRUCTURE TO DETERMINE THAT ALL MODIFICATIONS AS INDICATED IN THE CONSTRUCTIONDOCUMENTS ARE FEASIBLE AND PRACTICAL AND SHALL REPORT ANY DISCREPANCIES OR UNUSUAL CONDITIONS TO THE ARCHITECT/STRUCTURALENGINEER OF RECORD. FIELD DIMENSION NEW STRUCTURAL ELEMENTS PRIOR TO THE SUBMISSION OF SHOP DRAWINGS.

B. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION THAT MIGHT BE AFFECTEDBY OR OTHERWISE INTERFERE WITH INSTALLATION OF NEW WORK. THIS INCLUDES THOSE THAT MIGHT BE DAMAGED BY NEW FOUNDATION OR OTHERWORK, AND THOSE WHOSE PRESENCE MIGHT LEAD TO DAMAGE TO THE NEW WORK (SUCH AS DIFFERENTIAL SETTLEMENT, ETC.).

DESIGN LOADS

A. DESIGN ROOF DEAD LOAD:

1. 40 PSF

B. DESIGN ROOF LIVE LOAD:

1. 20 PSF

WOOD FRAMING

A. CONFORM TO NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDSAND AF & PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMC.

B. UNLESS NOTED OTHERWISE, USE SPRUCE-PINE-FIR , 19% MAX. MOISTURE CONTENT, AS FOLLOWS:

1. BEAMS, HEADERS NO. 1/NO. 2

2. LOAD BEARING STUDS, & EXTERIOR STUDS NO. 1/NO. 2

3. JOISTS, PURLINS NO. 1/NO. 2

4. SUB-PURLINS, PLATES, BLOCKING NO. 1/NO. 2

5. NON-LOAD BEARING INTERIOR STUDS STUD GRADE

C. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE MAXIMUM PUBLISHED CAPACITY.

D. TIMBER FASTENING SHALL BE PER GOVERNING BUILDING CODE "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON CONSTRUCTIONDRAWINGS. CONNECTORS TO BE SIMPSON OR APPROVED ALTERNATE, WITH MINIMUM CAPACITY AS NOTED.

E. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE.

F. ALL NAILS SHALL BE COMMON WIRE NAILS.

G. GENERAL STRUCTURAL WOOD NOTES:

1. (3)-2x, (2)-2x AND (2)-2x + 1/2" PLYWOOD PLATE BEAMS SHALL BE SPIKED TOGETHER W/12d NAILS @ 12" O.C. TOP & BOTTOM. (4)-2x AND LARGER BEAMSSHALL BE BOLTED TOGETHER W/ 1/2" DIAMETER BOLTS @ 2'-6" O.C. MAX. TOP & BOTTOM.

3. MULTIPLE STUD OR SOLID COLUMNS SHALL BE CONTINUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION. THIS WILL REQUIRE SOLIDBLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION (SEE TYPICAL DETAIL).

4. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER WITH 16d NAILS AT 16" O.C. VERTICALLY.

H. PROVIDE MISCELLANEOUS LUMBER INDICATED AND LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING BLOCKING ANDNAILERS.

I. PROVIDE FASTENERS AS FOLLOWS:

1. NAILS, BRADS, AND STAPLES: ASTM F 1667

2. POWER-DRIVEN FASTENERS: NES NER-272

3. WOOD SCREWS: ASME B18.6.1

J. INSTALLATION, GENERAL: SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT ROUGHCARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TOCOMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION. COMPLY WITH AF&PA'S "DETAILS FOR CONVENTIONAL WOOD FRAMECONSTRUCTION," UNLESS OTHERWISE INDICATED. INSTALL ENGINEERED WOOD PRODUCTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.INSTALL METAL FRAMING ANCHORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. DO NOT SPLICE STRUCTURAL MEMBERS BETWEENSUPPORTS, UNLESS OTHERWISE INDICATED. PROVIDE BLOCKING AND FRAMING AS INDICATED IN CONSTRUCTION DRAWINGS AND AS REQUIRED TOSUPPORT FACING MATERIALS, FIXTURES, SPECIALTY ITEMS, AND TRIM. SORT AND SELECT LUMBER SO THAT NATURAL CHARACTERISTICS WILL NOTINTERFERE WITH INSTALLATION OR WITH FASTENING OTHER MATERIALS TO LUMBER. DO NOT USE MATERIALS WITH DEFECTS THAT INTERFERE WITHFUNCTION OF MEMBER OR PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT ARRANGEMENT. COMPLY WITHAWPA M4 FOR APPLYING FIELD TREATMENT TO CUT SURFACES OF PRESERVATIVE-TREATED LUMBER. SECURELY ATTACH ROUGH CARPENTRY WORK TOSUBSTRATE BY ANCHORING AND FASTENING AS INDICATED IN CONSTRUCTION DRAWINGS, COMPLYING WITH NES NER-272 FOR POWER-DRIVEN FASTENERSAND THE GOVERNING MODEL CODE WITH RELEVANT ADDENDA, REFERENCED IN CONSTRUCTION DRAWINGS, AND ALL RELATED AND REFERENCEDSTANDARDS. SELECT FASTENERS OF SIZE THAT WILL NOT FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR WILLRECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING WOOD; DO NOT COUNTERSINK NAILHEADS, UNLESS OTHERWISE INDICATED.

K. WOOD BLOCKING, AND NAILER INSTALLATION: INSTALL WHERE INDICATED AND WHERE REQUIRED FOR ATTACHING OTHER WORK. FORM TO SHAPESINDICATED AND CUT AS REQUIRED FOR TRUE LINE AND LEVEL OF ATTACHED WORK. COORDINATE LOCATIONS WITH OTHER WORK INVOLVED. ATTACH ITEMSTO SUBSTRATES TO SUPPORT APPLIED LOADING. RECESS BOLTS AND NUTS FLUSH WITH SURFACES, UNLESS OTHERWISE INDICATED. WHEREWOOD-PRESERVATIVE-TREATED LUMBER IS INSTALLED ADJACENT TO METAL DECKING, INSTALL CONTINUOUS FLEXIBLE FLASHING SEPARATOR BETWEENWOOD AND METAL DECKING.

L. WALL AND PARTITION FRAMING INSTALLATION: PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES USING MEMBERS OF 2-INCH NOMINAL THICKNESSWHOSE WIDTHS EQUAL THAT OF STUDS, EXCEPT SINGLE TOP PLATE MAY BE USED FOR NON-LOAD-BEARING PARTITIONS. FASTEN PLATES TO SUPPORTINGCONSTRUCTION, UNLESS OTHERWISE INDICATED, AS FOLLOWS: OVERLAP DOUBLE TOP PLATE MINIMUM OF 6” AT CORNERS AND INTERSECTIONS ANDTOENAIL STUDS TO BOTTOM PLATE AND END-NAIL TO LOWER TOP PLATE. PROVIDE STUDS IN CONTINUOUS LENGTHS WITHOUT SPLICES. PROVIDECONTINUOUS HORIZONTAL BLOCKING AT MIDHEIGHT OF PARTITIONS MORE THAN 96 INCHES HIGH, USING MEMBERS OF 2-INCH NOMINAL THICKNESS AND OFSAME WIDTH AS WALL OR PARTITIONS, WHERE SHEATHING IS NOT PRESENT IN FINISHED CONSTRUCTION. CONSTRUCT CORNERS AND INTERSECTIONS WITHTHREE OR MORE STUDS, WHERE NOT EXPLICITLY NOTED OR SCHEDULED IN CONSTRUCTION DRAWINGS. FRAME OPENINGS WITH MULTIPLE STUDS ANDHEADERS. PROVIDE NAILED HEADER MEMBERS OF THICKNESS EQUAL TO WIDTH OF STUDS. SUPPORT HEADERS ON JAMB STUDS.

1/8" = 1'-0"1

RENOVATION PLAN


2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266

www.cbhfengineers.com

NC# P-0506c

Copyright 2017 CBHF Engineers, PLLC

Engineers, PLLC

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E-001

ELECTRICALNOTES, LEGEND

ELECTRICAL LEGEND

3-WAY SWITCH, SINGLE POLE 120/277 VAC, 20A, MOUNTED AT 46" AFF UNLESS OTHERWISE NOTEDS3

RECEPTACLE, DUPLEX, 120VAC, 20A, MOUNTED 30" AFF (SM) INDICATES SURFACE MOUNTED DEVICE WITH SURFACE MOUNTED RACEWAY

EXISTING PANEL BOARD, SURFACE MOUNTED, SIZE and RATINGS AS INDICATED ON PANEL SCHEDULE

CONDUIT, HOME RUN TO PANEL BOARD

SYMBOL DESCRIPTION

HATCHING INDICATES ITEMS TO BE DEMOLISHED. REMOVE DEVICES, EQUIPMENT, FIXTURES INDICATED,CIRCUITS AND CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED.

EXISTING 2x4 LIGHT FIXTURE

GENERAL NOTES:1. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH NFPA 70, THE NORTH CAROLINA STATE BUILDING CODE, ALL

LOCAL CODES AND ORDINANCES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVINGJURISDICTION.

2. ALL EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL BE LISTED AND LABELED BY A NATIONALLY-RECOGNIZED TESTINGAGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, FOR THE CONDITIONS OF INSTALLATION. ALL MATERIAL,EQUIPMENT AND DEVICES SHALL BE NEW CURRENT PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THEPRODUCTION OF SUCH PRODUCTS. EQUIPMENT SHALL BE SUITABLE FOR ITS APPLICATION (E.G. WHEN INSTALLEDOUTDOORS, IT SHALL BE WEATHERPROOF, ETC.)

3. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WORK REQUIREMENTS, THEAMOUNT OF SPACE AVAILABLE FOR ELECTRICAL EQUIPMENT, AND LAYOUT HIS WORK IN A COMPATIBLE ANDCOMPLEMENTARY MANNER.

4. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THOROUGHLY FAMILIARIZING HIMSELF WITH ANY CONTRACTUALREQUIREMENTS AS MAY BE SET FORTH IN THE OTHER DIVISIONS OF THE PROJECT SPECIFICATIONS.

5. UNLESS SPECIFICALLY NOTED OTHERWISE, SYSTEMS PROVIDED OR INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BECOMPLETE AND FULLY-FUNCTIONING AFTER INSTALLATION. INCIDENTAL COMPONENTS MAY NOT BE SHOWN, AND ALL WORKWHICH MAY BE REASONABLY IMPLIED AS BEING INCIDENTAL TO THIS WORK, BUT REQUIRED FOR THE PROPER OPERATIONOF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ADDITIONAL CIRCUITSSHALL BE INSTALLED WHEREVER NEEDED TO CONFORM TO THE SPECIFIC REQUIREMENTS OF EQUIPMENT.

6. TEMPORARY POWER CONNECTIONS AS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSETO THE OWNER. ALL TEMPORARY EQUIPMENT WIRING SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.THE CONTRACTOR SHALL PROVIDE DETAILS, METHODS, MATERIALS, ETC. TO THE ARCHITECT/ENGINEER PRIOR TO MAKINGTEMPORARY CONNECTIONS. FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS INCLUDING CONTROL EQUIPMENT,MOTOR STARTERS, BRANCH AND FEEDER CIRCUIT BREAKERS, PANELBOARDS, TRANSFORMERS, ETC. FOR TEMPORARYPOWER. COORDINATE WITH THE ELECTRICAL UTILITY COMPANY AS REQUIRED.

7. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF WORK AND ANYMINOR CORRECTIONS, CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM ANDEQUIPMENT.

8. ALL ELECTRICAL EQUIPMENT SHALL, AT ALL TIMES DURING CONSTRUCTION, BE ADEQUATELY PROTECTED AGAINSTMECHANICAL INJURY, OR DAMAGE BY WATER AND/OR THE ELEMENTS. ELECTRICAL EQUIPMENT SHALL NOT BE STORED OUTOF DOORS, BUT SHALL BE STORED IN DRY PERMANENT SHELTERS. IF AN APPARATUS HAS BEEN DAMAGED, OR HAS BEENSUBJECT TO POSSIBLE INJURY BY WATER OR THE ELEMENTS, SUCH DAMAGE SHALL BE REPLACED AT NO ADDITIONAL COSTTO THE OWNER.

9. DO NOT SCALE ELECTRICAL DRAWINGS. FIELD VERIFY ALL DIMENSIONS.

10. CIRCUIT LAYOUTS ARE NOT INTENDED TO SHOW THE NUMBER OF FITTINGS, OR OTHER INSTALLATION DETAILS. UNLESSNOTED OTHERWISE, THE EXACT ROUTING OF FEEDER AND BRANCH CIRCUIT RACEWAYS AND CABLES IS THERESPONSIBILITY OF THE CONTRACTOR. RISER AND GENERAL CIRCUIT ARRANGEMENTS ARE SHOWNSCHEMATICALLY/DIAGRAMMATICALLY ONLY. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONSOF THE INSTALLATION.

11. UNLESS DIMENSIONED, DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. ADJUST EXACT LOCATIONS ASREQUIRED TO SERVE THE INTENDED PURPOSE AND TO AVOID CONFLICTS AND INTERFERENCES WITH OTHER TRADES.EXACT DEVICE LOCATIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR AS DIMENSIONED. IF NOTSHOWN ON THE ARCHITECTURAL DRAWINGS OR DIMENSIONED ON THE ELECTRICAL DRAWINGS, VERIFY EXACT LOCATIONWITH THE ARCHITECT/ENGINEER PRIOR TO ROUGH-IN.

12. CONDUIT TERMINATING IN PRESSED STEEL BOXES SHALL HAVE DOUBLE LOCKNUTS AND INSULATED BUSHINGS. CONDUITSTERMINATING IN GASKETED ENCLOSURES SHALL BE TERMINATED WITH GROUNDING TYPE CONDUIT HUBS.

13. THE DRAWINGS INDICATE BRANCH CIRCUIT HOMERUN CONDUCTORS VIA ARROWHEADS. PROVIDE NEUTRAL, EQUIPMENTGROUND CONDUCTORS AS REQUIRED. ADDITIONAL CONDUCTORS REQUIRED FOR CONTROL SHALL BE INCLUDED EVEN IFNOT EXPLICITLY SHOWN.

14. SEAL ALL CONDUIT OPENINGS THROUGH EXTERIOR BUILDING WALLS WATERTIGHT.

15. RACEWAYS PENETRATING FLOORS, CEILINGS OR WALLS SHALL BE PROPERLY SEALED SMOKETIGHT.

16. ALL RACEWAYS SHALL BE CONCEALED WHERE POSSIBLE. IF APPLICABLE, MATCH EXISTING RACEWAY INSTALLATIONMETHODS AND ROUTINGS AT OR NEAR EXISTING FACILITIES.

17. INSTALL EXPOSED RACEWAYS PARALLEL TO OR AT RIGHT ANGLES TO NEARBY SURFACES OR STRUCTURAL MEMBERS, ANDFOLLOW THE SURFACE CONTOURS AS MUCH AS POSSIBLE. NO DIAGONAL RUNS WILL BE ALLOWED. ALL CONDUITS SHALLBE RUN STRAIGHT AND TRUE. RUN PARALLEL OR BANKED RACEWAYS TOGETHER ON COMMON SUPPORTS WHEREPRACTICAL. MAKE BENDS IN PARALLEL OR BANKED RUNS FROM SAME CENTERLINE TO MAKE BENDS PARALLEL.

18. PATCHING OF WATERPROOFED SURFACES SHALL RENDER THE AREA OF THE PATCHING COMPLETELY WATERPROOF.

19. ALL MOTORS AND OTHER VIBRATING EQUIPMENT SHALL BE CONNECTED TO THE CONDUIT SYSTEM BY MEANS OF A SHORTSECTION (18 INCH MINIMUM) OF FLEXIBLE CONDUIT UNLESS OTHERWISE INDICATED. AN EQUIPMENT GROUNDINGCONDUCTOR SHALL BE INSTALLED INSIDE THE FLEXIBLE CONDUIT AND TERMINATE AT THE LOAD END WITH AN APPROVEDGROUNDING CLAMP OR LUG.

20. CEILING MOUNTED DEVICES INSTALLED IN ACOUSTICAL TILE CEILING AREAS SHALL BE SUPPORTED FROM THE STRUCTUREABOVE WITH RODS OF SUFFICIENT SIZE TO PREVENT VERTICAL MOVEMENT OF THE OUTLET BOX. BRIDGES ALONE ARE NOTADEQUATE UNLESS SPECIFICALLY APPROVED. CEILING MOUNTED EXIT LIGHT FIXTURES SHALL BE INSTALLED LEVEL. DONOT SUPPORT DEVICES FROM ACOUSTICAL CEILING TILE.

21. PROVIDE ADHESIVE BACKED RECEPTACLE DEVICE PLATE LABELS IDENTIFYING THE CIRCUIT FEEDING THE DEVICE. LABELSSHALL INDICATE PANEL AND CIRCUIT NUMBER.

22. FINAL TYPED PANELBOARD DIRECTORIES INSTALLED IN THE PANELBOARD DOOR POCKET SHALL INCLUDE FINAL ACTUALROOM NAMES AND NUMBERS IN ADDITION TO THE GENERAL DESCRIPTION SHOWN ON THE PANEL SCHEDULES ON THEDRAWINGS.

23. CONDUCTOR SIZING IS BASED ON 75 DEGREE C. COPPER NEC RATINGS, UNLESS NOTED OTHERWISE. THE CONTRACTORSHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUIT FEEDING ANY EQUIPMENT, THE ELECTRICALEQUIPMENT IS RATED FOR USE WITH 75 DEGREE C. WIRING. IF ANY EQUIPMENT IS RATED FOR USE WITH LESS THAN 75DEGREE C. CONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY FOREVALUATION/CORRECTION.

24. DO NOT PULL CONDUCTORS UNTIL THE CONDUIT SYSTEM IS COMPLETE IN EVERY DETAIL. IN THE CASE OF CONCEALEDWORK, "COMPLETE" MEANS UNTIL ALL ROUGH PLASTERING OR MASONRY HAS BEEN COMPLETED.

25. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS, BRANCH CIRCUITS SHALL CONSIST OF #12 OR #10 AWG MINIMUMPHASE, NEUTRAL AND EQUIPMENT GROUND CONDUCTORS IN 3/4” MINIMUM RACEWAY.

26. USE #10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS WITH A TOTAL INSTALLED LENGTH GREATER THAN75 FEET AND/OR BRANCH CIRCUIT HOMERUNS LONGER THAN 50 FEET, I.E.; #12 AWG INCREASED TO #10 AWG FORRECEPTACLE BRANCH CIRCUITS OVER 75 FEET TOTAL LENGTH (INCLUDING THE HOMERUN SEGMENT) AND HOMERUNS OVER50 FEET.

27. PROVIDE SEPARATE, INDIVIDUAL NEUTRAL CONDUCTORS FOR ALL RECEPTACLE CIRCUITS.

28. KEEP CONDUCTOR SPLICES TO A MINIMUM. INSTALL SPLICES AND TAPES THAT POSSESS EQUIVALENT OR BETTERMECHANICAL STRENGTH AND INSULATION RATINGS THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAPCONNECTORS COMPATIBLE WITH CONDUCTOR MATERIAL. INSTALL CONDUCTORS AT EACH OUTLET WITH AT LEAST 6 INCHESOF SLACK. CONNECT OUTLETS AND COMPONENTS TO WIRING AND TO GROUND AS INDICATED AND INSTRUCTED BY THEMANUFACTURER.

29. DO NOT SPLICE BRANCH CIRCUIT HOMERUNS WITHOUT THE PERMISSION OF THE ARCHITECT/ENGINEER. HOMERUNS SHALLBE CONTINUOUS FROM THE LAST OUTLET BOX TO THE SERVING PANELBOARD.

30. DO NOT COMBINE BRANCH CIRCUIT HOMERUNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

31. DO NOT CHANGE CIRCUITING SHOWN WITHOUT PERMISSION OF THE ARCHITECT/ENGINEER.

32. TROUGH TAPS SHALL BE AT SWITCH AMPACITY, UNLESS NOTED OTHERWISE.

33. INSTALL WIRING DEVICES AT HEIGHTS AS SHOWN ON THE DRAWINGS. ALSO COORDINATE MOUNTING HEIGHTS WITH THEARCHITECTURAL DRAWINGS AND CASEWORK DETAILS. IF CONFLICTING, ARCHITECTURAL DRAWINGS AND DETAILS SHALLGOVERN.

34. IN AREAS IN WHICH DUAL LEVEL SWITCHING IS INDICATED (TYPICALLY BY 2 OR MORE ADJACENT, GANGED SWITCHES),PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS TO FACILITATE THIS FUNCTION (AS TYPICALLY SHOWN).

35. COORDINATE LIGHTING FIXTURE LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. IF CONFLICTS ARENOTED, REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER BEFORE PROCEEDING.

36. ADJACENT SWITCHES SHALL BE GANGED. INSTALL BARRIERS BETWEEN UNLIKE VOLTAGE SECTIONS.

37. WHERE THE DRAWINGS INDICATE A LIGHTING FIXTURE IS TO BE PROVIDED WITH SPECIAL FEATURES/SWITCHING (DIMMING,EMERGENCY BATTERY BALLAST, MULTI-LEVEL, ETC), THE CONTRACTOR SHALL PROVIDE THESE FIXTURES WITH THEAPPROPRIATE BALLASTING TO ACCOMMODATE THE SPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FIXTURESAS INDICATED IN THE LIGHTING FIXTURE SCHEDULE WITH MODIFICATIONS AS REQUIRED BY DRAWING NOTES.

38. COORDINATE LOCATIONS OF PLUMBING, MECHANICAL, DATA AND TELEPHONE AND AUDIO/VISUAL EQUIPMENT AND OFOWNER-PROVIDED EQUIPMENT WITH THE RESPECTIVE CONTRACTORS AND VENDORS AND THE OWNER BEFORE ROUGH-IN.ADJUST LIGHTING FIXTURES, RECEPTACLES AND ELECTRICAL EQUIPMENT TO ACCOMMODATE THIS EQUIPMENT. ADVISE THEARCHITECT/ENGINEER OF CONFLICTS BEFORE ROUGH-IN.

39. BEFORE COMMENCING WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES ANDVERIFY THE NAMEPLATE RATINGS OF ALL EQUIPMENT (MOTORS, HEATERS, COMPRESSORS, ETC.) AND ADJUST THE RATINGSOF THE ELECTRICAL EQUIPMENT (SWITCHES, FUSES, CIRCUIT BREAKERS, FEEDERS, ETC.) AS APPROPRIATE TO SERVE THISEQUIPMENT.

40. ENERGIZE EQUIPMENT ONLY AFTER OBTAINING PERMISSION FROM THE CONTRACTOR PROVIDING THE EQUIPMENT.

41. UNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR PROVIDING THE EQUIPMENT SHALL MAKE FINALCONNECTIONS TO HIS EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBINGAND GENERAL CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT, TO VERIFY MECHANICAL,PLUMBING AND GENERAL CONTRACTOR PROVIDED EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICAL DESIGN.IF ELECTRICAL REQUIREMENTS DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR PROVIDING THEEQUIPMENT SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION COSTS ASSOCIATED WITH CHANGING THEELECTRICAL SYSTEM TO MATCH UTILIZATION EQUIPMENT.

42. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL FURNISH ALL STARTERS AND CONTROLS FOR THEIR EQUIPMENT.THE ELECTRICAL CONTRACTOR SHALL PROVIDE SAFETY SWITCHES AND CIRCUIT BREAKERS AND PROVIDE WIRING ANDCONNECTIONS TO THE LINE SIDE OF SAFETY SWITCHES AND/OR CIRCUIT BREAKERS. THE CONTRACTOR PROVIDING THEEQUIPMENT SHALL PROVIDE LOAD SIDE WIRING AND CONNECTIONS TO EQUIPMENT. THE MECHANICAL AND PLUMBINGCONTRACTORS SHALL PROVIDE ALL CONTROL WIRING AND CONNECTIONS AND DEVICES FOR THEIR EQUIPMENT.

43. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EQUIPMENT TERMINATIONS, PLUGS AND CORDSETS WITH VENDOREQUIPMENT AND VERIFY ALL DEVICE LOCATIONS FOR SPECIALITY EQUIPMENT WITH CASEWORK PRIOR TO ROUGH-IN.

44. TELECOMMUNICATIONS AND DATA CABLES WILL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. LEAVE PULL WIRES ORROPES OF ADEQUATE TENSILE STRENGTH IN ALL EMPTY CONDUITS.

45. INSTALLATION INFORMATION PACKED WITH LIGHTING FIXTURES, DEVICES AND EQUIPMENT SHALL BE RETAINED FORINCLUSION IN THE OPERATIONS AND MAINTENANCE MANUALS.

46. PROTECT ALL EXISTING POWER, COMMUNICATIONS, DATA, LIFE SAFETY SYSTEMS, FIRE ALARM AND PUBLIC ADDRESSSYSTEMS AND MAINTAIN THEM IN OPERATION THROUGHOUT THE PROGRESS OF THE WORK. NOTIFY THE OWNER ANDARCHITECT/ENGINEER IF SHUTDOWNS ARE REQUIRED PRIOR TO ANY OUTAGE OF SERVICE. WHERE THE DURATION OF APROPOSED OUTAGE CANNOT BE TOLERATED BY THE OWNER, PROVIDE TEMPORARY CONNECTIONS AS REQUIRED TOMAINTAIN SERVICE.

47. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING NECESSARY TO INSTALL ALL EQUIPMENT AS REQUIREDAND SHALL REESTABLISH ALL FINISHES TO THEIR ORIGINAL CONDITION WHERE CUTTING AND PATCHING OCCUR. ALLCUTTING AND PATCHING SHALL BE DONE IN A THOROUGHLY WORKMANSHIP MANNER. SAW CUT CONCRETE AND MASONRYPRIOR TO BREAKING OUT SECTIONS. ALL PATCHING MATERIALS AND WORKMANSHIP SHALL BE PERFORMED BY TRADESMENEXPERIENCED IN THAT WORK. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT/ENGINEER.

48. CORE DRILL HOLES IN EXISTING CONCRETE WALLS AS REQUIRED.

49. INSTALL WORK AT SUCH TIME AS TO REQUIRE THE MINIMUM AMOUNT TO CUTTING AND PATCHING.

50. CUT OPENINGS ONLY LARGE ENOUGH TO ALLOW EASY INSTALLATION OF THE CONDUIT.

51. ABANDONED POWER WIRING, RACEWAYS AND CONDUCTORS, SHALL BE REMOVED BACK TO THEIR SOURCE. THEACCESSIBLE PORTIONS OF ABANDONED CABLES (VOICE, DATA, VIDEO, ALARM, ETC.) SHALL BE REMOVED.

52. TRACE OUT EXISTING WIRING THAT IS TO BE RELOCATED, OR REMOVED AND PERFORM THE RELOCATION OR REMOVALWORK AS REQUIRED FOR A COMPLETE OPERATING AND SAFE SYSTEM.

53. THE EXISTING ELECTRICAL SYSTEMS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED BY THE ENGINEER FROM THEOWNER'S RECORD DRAWINGS AND LIMITED FIELD VERIFICATION OF THE EXISTING CONDITIONS FOR THE PURPOSE OFINDICATING THE WORK REQUIRED AND ARE BELIEVED TO BE CORRECT. NOTWITHSTANDING, THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS, POINTS OF ACCESS AND FIELD CONDITIONS AFFECTING HIS WORK.

54. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING ELECTRICAL SYSTEMS AND THEEXISTING BUILDING. THE SUBMISSION OF THE PROPOSAL BY THE CONTRACTOR SHALL BE CONSIDERED EVIDENCE THAT HEOR HIS REPRESENTATIVE HAS VISITED THE SITE AND BUILDINGS AND NOTED THE LOCATION AND CONDITIONS UNDER WHICHTHE WORK WILL BE PERFORMED AND THAT HE TAKES FULL RESPONSIBILITY OF ALL FACTORS GOVERNING HIS WORK. NOEXTRAS WILL BE CONSIDERED BECAUSE OF ADDITIONAL WORK NECESSITATED BY EXISTING JOB CONDITIONS THAT ARE NOTINDICATED ON THE DRAWINGS.

55. SOME EXISTING RECEPTACLE, LIGHTING OR OTHER LOADS MAY BE SERVED BY CIRCUITS INDICATED TO BE REMOVED. IFSUCH CONDITIONS ARE DISCOVERED, REQUEST THE ARCHITECT/ENGINEER PROVIDE NEW CIRCUIT NUMBER FOR THE LOAD.DO NOT INDISCRIMINATELY CONNECT TO THE NEAREST CIRCUIT.

56. ALL UNUSED OUTLET BOXES SHALL BE REMOVED OR, WITH SPECIFIC APPROVAL OF THE ARCHITECT/ENGINEER, SHALL BEBLANKED WITH STAINLESS STEEL PLATES. ALL OPENINGS IN EXISTING WALLS AND CEILINGS MADE BY THIS CONTRACTORSHALL BE REPAIRED TO AN EQUAL FINISH AS ADJACENT SURFACES.

57. SEE "SELECTIVE DEMOLITION NOTES" FOR ADDITIONAL REQUIREMENTS.

58. SAFETY: COMPLY WITH OSHA AND NEC ARC FLASH PROTECTION REQUIREMENTS.

59. ALL SWITCHES, RECEPTACLE AND LIGHTS SHALL COMPLY WITH ANSI 117.2 FOR ADA REQUIREMENTS.

INDICATES BI-LEVEL SWITCHING, 1 SWITCH SWITCHES OUTSIDE LAMPS, 1 SWITCH SWITCHES INSIDE LAMPS.SS

MANUAL MOTOR STARTER, ELECTRICAL CONTRACTOR SHALL COORDINATE POLES AND SIZE WITHEQUIPMENT

## = AMPERAGE RATING WHEN INDICATED ON DRAWING

DISCONNECT SWITCH, FUSED, HEAVY DUTY, SIZE AS INDICATED ON DRAWINGS (SIZE AS INDICATED IN THEEQUIPMENT CONNECTION SCHEDULE)

##A = DISCONNECT SIZE / # = NUMBER OF POLES / # = NEMA RATING,/##AF = FUSE SIZE

30A/3/3R,W/ 30AF

208/120V

480/277V

SM ##

TRANSFORMER, SIZE AS INDICATED ON DRAWING

EXISTING PANEL BOARD, SURFACE MOUNTED, SIZE and RATINGS AS INDICATED ON PANEL SCHEDULE

SMOKE DETECTOR

LIGHTING FIXTURE SCHEDULEMARK DESCRIPTION. MANUFACTURER/SERIES SIZE/APERTURE VOLTS LAMPS WATTS LENS COLOR MOUNTING HEIGHT BALLAST REMARKS

A LAY-IN VOLUMETRIC LED H.E. WILLIAMS LT SERIES 2'x4' 120 LED'S 40 FROSTED WHITE RECESSED LED DRIVER 14300 LUMENS, 3500K OR APPROVED EQUAL ACRYLIC 0-10V DIMMINGSEE EM NOTE BELOW

B RECESSED LED DOWN LIGHT, SEMI DIFFUSE PRESCOLITE LF8LEDG4 SERIES 8" DIA 120 LED'S 35 WHITE RECESSED LED DRIVER 1, 52000 LUMENS, 3500K OR APPROVED EQUAL 0-10V DIMMINGSEE EM NOTE BELOW

C RECESSED LED DOWN LIGHT, SEMI DIFFUSE PRESCOLITE LF6LEDG4 SERIES 6" DIA 120 LED'S 25 WHITE RECESSED LED DRIVER 1, 51500 LUMENS, 3500K OR APPROVED EQUAL 0-10V DIMMINGSEE EM NOTE BELOW

D FLUSH MOUNT SQUARE LED DOWNLIGHT LAUREN ILLUMINATION L FM SERIES 12" SQUARE 120 LED'S 50 ACRYLIC WHITE RECESSED LED DRIVER 1, 5, 61750 LUMENS, 4000K OR APPROVED EQUAL 0-10V DIMMING

F EXTERIOR SURFACE MOUNTED LED CANOPY LIGHT HUBBELL NRG 4000 SERIES LUMASQUARE II 14" SQUARE 120 LED'S 70 ACRYLIC BRONZE SURFACE LED DRIVER 1, 55872 LUMENS, 4000K, WET LOCATION OR APPROVED EQUAL

G EXTERIOR LED WALLPACK WITH 90 MIN. BATTERY HUBBELL LNC2 SERIES 10.25" WIDE 120 12 LED'S 28 TYPE III BRONZE WALL LED DRIVER 1, 52868 LUMENS, 4000K OR APPROVED EQUAL DIST.SEE EM NOTE BELOW

REMARKS:1. LED SURGE PROTECTION REQUIRED 4. PROVIDE HOUSE SIDE SHIELD2. WET LOCATION 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROVIDE APPROPRIATE FIXTURE3. DIMMING OPTION AVAILABLE 6. REMOTE DRIVERNOTES:A. LED MODULES SHALL BE REPLACEABLE.B. FIXTURES INDICATED WITH "EM" SHALL HAVE 90 MIN. BATTERY BACK, UL924 LISTEDC. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES REQUIRED FOR INSTALLATION IN EXISTING CONDITIONSD. ELECTRICAL CONTRACTOR SHALL RECEIVE APPROVAL FOR ALL LIGHTING FIXTURES FROM ARCHITECT/OWNER PRIOR TO PURCHASE AND ROUGH-IN.

(X)PANEL: 1-ATYPE: NEMA 1 208 120 V, 3 PH, 4 WIREBOLT-ON MOUNT: FLUSH

LOAD CKT CKT LOAD VA CKT CKT LOADLOAD SERVED VA BKR # A B C # BKR VA LOAD SERVEDAHU-1 40/2 1 2 15/2 CU-1 | | 3 4 | |HP-1 20/2 5 6 20/1 SPRINKLER RECEPTACLE | | 7 360 8 20/1 360 DYE PACK (SEE NOTE 2)SPACE 9 10 20/1 HWHAHU-2 50/2 11 12 20/1 EF-3 | | 13 14 20/1 EF-4SPACE 15 1,000 16 20/1 1,000 GABLE SIGN (SEE NOTE 2)HP-2 40/2 17 18 | | 19 20 30/1 ATM DRIVE-UPSPACE 21 22 20/1 COPY MACHINESPACE 23 500 24 20/1 500 AUTO DOOR OPENER (SEE NOTE 2)SPACE 25 500 26 20/1 500 AUTO DOOR OPENER (SEE NOTE 2)AHU-3 40/2 27 200 28 20/1 200 LIGHTING CONTACTOR (SEE NOTE 2) | | 29 800 30 25/3 800 SITE LIGHTING (SEE NOTE 2)SPARE 31 800 32 | 800 |HP-3 20/2 33 600 34 | 600 | | | 35 36 20/1 LIGHTING CONTACTORPLUGMOLD 20/1 37 38 SPACETV RECEPTACLE 20/1 39 40 SPACESPACE 41 42 SPACENOTES: 1,660 1,800 1,300 TOTAL VOLT AMPS 400 A. BUS (COPPER)1. HVAC & REFRIGERATION EQUIPMENT SHALL USE TYPE HACR BREAKERS. 14 15 11 CONN. AMPS 400 A. MAIN CIRCUIT BREAKER3. USE EXISTING SPARE FOR NEW CIRCUIT.

10 KAIC MIN.

(X)PANEL: 1-BTYPE: NEMA 1 208 120 V, 3 PH, 4 WIREBOLT-ON MOUNT: FLUSH

LOAD CKT CKT LOAD VA CKT CKT LOADLOAD SERVED VA BKR # A B C # BKR VA LOAD SERVEDOFFICE RECEPTACLE 20/1 43 44 20/1 COMPUTER ROOM QUAD RECEPTACLEOFFICE RECEPTACLE 20/1 45 46 20/1 COMPUTER ROOM QUAD RECEPTACLEOFFICE RECEPTACLE 20/1 47 48 20/1 COMPUTER ROOM QUAD RECEPTACLETV RECEPTACLES FRONT AND BACK DOOR 20/1 49 50 20/1 LIGHTSBREAK ROOM RECEPTACLE 20/1 51 52 20/1 COMPUTER ROOM QUAD RECEPTACLECOFFEE RECEPTACLE 20/1 53 54 20/1 DRIVE-UP (OPEN / CLOSE ATM)MICROWAVE 20/1 55 56 20/1 LOBBY LIGHTSREFRIGERATOR 20/1 57 58 20/1 LIGHTSREC 20/1 59 60 20/1 LIGHTSREC 20/1 61 62 20/1 OFFICE FLOOR RECEPTACLESTELLER RECEPTACLE 20/1 63 64 20/1 DRIVE UP CANOPY LIGHTSTELLER RECEPTACLE 20/1 65 66 20/1 DRIVE UP CANOPY LIGHTSLOBBY BAR RECEPTACLE 20/1 67 68 30/1 LANE 1DEAL DRAWER / MIC RECEPTACLE 20/1 69 70 20/1 SPARENIGHT DEPOSIT 20/1 71 72 20/1 OFFICE LIGHTSATM SIGN 20/1 73 74 20/1 ATTIC LIGHTS AND RECEPTACLESLANE 2 30/1 75 76 20/1 SPAREVAULT VENTILATOR 20/1 77 78 20/1 EXTERIOR LIGHTSVAULT RECEPTACLES 20/1 79 80 20/1 SPARESECURITY RECEPTACLE 20/1 81 82 20/1 ROAD SIGNCUBICAL RECEPTACLE 20/1 83 84 20/1 CHANDELIERNOTES: TOTAL VOLT AMPS 400 A. BUS (COPPER)1. HVAC & REFRIGERATION EQUIPMENT SHALL USE TYPE HACR BREAKERS. CONN. AMPS 400 A. MAIN LUGS

10 KAIC MIN.

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E-002

ELECTRICALSPECIFICATIONS

Electrical Specifications

260500 GENERAL ELECTRICAL

A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDSINSOFAR AS THEY APPLY.

1. THE NATIONAL ELECTRICAL CODE, 2014 EDITION2. THE NATIONAL ELECTRICAL SAFETY CODE3. UNDERWRITER'S LABORATORIES, INC., STANDARDS AND APPROVED LISTINGS4. ELECTRICAL TESTING LABORATORIES STANDARDS5. NORTH CAROLINA STATE BUILDING CODE, LATEST EDITION AND REVISIONS6. ALL LOCAL CODES AND ORDINANCES7. NFPA 728. ADA

B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, LICENSES, INSPECTIONS, ETC., REQUIRED FOR THE WORK AND SHALL PAYFOR SAME. THE CONTRACTOR SHALL FURNISH A FINAL CERTIFICATE OF INSPECTION AND APPROVAL FROM THE AUTHORITYHAVING JURISDICTION PRIOR TO ACCEPTANCE OF THE WORK.

C. ALL WORK SHALL BE DONE BY SKILLED MECHANICS AND SHALL PRESENT A NEAT, TRIM AND WORKMANLIKE FINISH WHENCOMPLETED.

D. COORDINATION: DO NOT SCALE ELECTRICAL DRAWINGS. LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLREFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT MEASUREMENTS IN THE PLACEMENT OF EQUIPMENT, FIXTURES,OUTLETS, ETC. THE DRAWINGS DO NOT GIVE EXACT DETAILS AS TO ELEVATIONS AND LOCATIONS OF VARIOUS FITTINGS,CONDUIT, ETC., AND DO NOT SHOW ALL OFFSETS AND OTHER INSTALLATION DETAILS WHICH MAY BE REQUIRED.

E. WORK WITH OTHER CONTRACTORS: THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL ELECTRICAL CONNECTIONS FORALL PLUMBING AND HVAC EQUIPMENT.

F. MATERIALS: ALL MATERIALS SHALL BE NEW AND SHALL BEAR THE MANUFACTURER'S NAME, TRADE NAME, AND UL LABELWHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR MATERIAL. MATERIALS SHALL BE THE STANDARDPRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE MANUFACTURE OF THE REQUIRED TYPE OF EQUIPMENTAND THE MANUFACTURER'S LATEST APPROVED DESIGN. OTHER MATERIALS AND EQUIPMENT TO BE AS SHOWN ON THEDRAWINGS. WHERE NO SPECIFIC MATERIAL TYPE IS MENTIONED, A HIGH QUALITY PRODUCT OF A REPUTABLEMANUFACTURER MAY BE USED PROVIDED IT CONFORMS TO THE REQUIREMENTS OF THESE SPECIFICATIONS.

J. SUBMITTALS: SUBMITTALS SHALL INCLUDE PRODUCT DATA FOR ALL MATERIALS SPECIFIED AND COMPONENT INDICATEDINCLUDING EACH PANELBOARD, TRANSFORMER, SAFETY SWITCH, ENCLOSED CIRCUIT BREAKER, LIGHTING FIXTURE,BALLAST, LAMPS, OVERCURRENT PROTECTIVE DEVICE, FIRE ALARM SYSTEM, SURFACE RACEWAY, WIREWAY, RACEWAYFITTINGS, WIRING DEVICES AND ACCESSORIES. INCLUDE DIMENSIONS AND MANUFACTURERS TECHNICAL DATA ONFEATURES, PERFORMANCE, ELECTRICAL CHARACTERISTICS, RATINGS AND FINISHES.

K. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE THE MATERIALS AND WORKMANSHIP COVERED BY THESE DRAWINGSAND SPECIFICATIONS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE TENANT. THE CONTRACTORSHALL REPAIR AND/OR REPLACE ANY PARTS OF ANY SYSTEM THAT MAY PROVE TO BE DEFECTIVE AT NO ADDITIONAL COSTTO THE TENANT WITHIN THE GUARANTEE PERIOD.

260519 CONDUCTORS

A. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12. SIZES #10 AND #12 SHALL BE SOLID, #8 AND LARGER, STRANDED.INSULATION SHALL BE TYPE THW, THWN OR THHN FOR FEEDERS, TYPE THWN OR THHN FOR BRANCH CIRCUITS.

B. CONDUCTORS SHALL BE COLOR CODED THROUGHOUT, SIZES #10 AND #12 SHALL BE FACTORY CODED, SIZES #8 ANDLARGER MAY BE COLOR TAPED ON THE JOB. COLOR CODING SHALL BE: PHASE A - BLACK, PHASE B - RED, PHASE C - BLUE,NEUTRAL - WHITE, GROUND - GREEN FOR 120/208 VOLT SYSTEMS.

C. CONDUCTORS SHALL MEET THE LATEST REQUIREMENTS OF NEMA AND IPCEA AND SHALL BE UL APPROVED.D. ALL CONDUCTORS SHALL BE CONTINUOUS WITHOUT SPLICE BETWEEN JUNCTION, OUTLET, DEVICE BOXES, ETC., UNLESS

NOTED OTHERWISE. NO SPLICING WILL BE PERMITTED IN PANELBOARD CABINETS, SAFETY SWITCHES, ETC.E. TRENCHING: DIRECT BURIED RACEWAYS SHALL BE 24" DEEP TO THE TOP OF THE RACEWAY. TRENCH IN COMPLIANCE WITH

LOCAL CODES AND REGULATIONS. BACKFILL TO 95% COMPACTION AND RESOD GRASSED AREAS TO MATCH EXISTING.F. MARKER TAPE: ALL UNDERGROUND CONDUCTORS SHALL BE IDENTIFIED BY UNDERGROUND LINE MARKING TAPE LOCATED

DIRECTLY ABOVE THE CONDUCTORS AT 6 TO 8 INCHES BELOW FINISHED GRADE. TAPE SHALL BE PERMANENTBRIGHT-COLORED, CONTINUOUS FOIL BACKING SUITABLE FOR USE WITH METAL DETECTION DEVICES, FOR DIRECT BURIALNOT LESS THAN 8 INCHES AND 4 MILS THICK. PRINTED LEGEND SHALL BE INDICATIVE OF TYPE OF UNDERGROUND LINEBELOW.

260533 RACEWAYS AND FITTINGS

A. RACEWAYS SHALL BE RIGID GALVANIZED STEEL, ELECTRICAL METALLIC TUBING AND/OR SCHEDULE 40 PVC WITHAPPROPRIATE FITTINGS. EMT FITTINGS SHALL BE HEX NUT STEEL COMPRESSION TYPE WITH INSULATED THROATS.

B. MC CABLE WITH INSULATED GROUND CONDUCTOR MAY BE USED FOR BRANCH CIRCUITS. DO NOT USE WHERE SUBJECT TOPHYSICAL DAMAGE, OR WHERE EXPOSED TO CORROSIVE CONDITIONS.

C. FLEXIBLE METAL CONDUIT AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT: UL APPROVED AND LABELED WITH HEX NUT STEELFITTINGS.

D. JUNCTION AND OUTLET BOXES FOR INTERIOR USE IN DRY LOCATIONS SHALL BE ZINC COATED OR CADMIUM PLATED SHEETSTEEL, 4" SQUARE BY 2-1/8" DEEP, EXCEPT SINGLE WIRING DEVICE BOXES MAY BE SINGLE GANG.

E. RACEWAYS, BOXES, FITTINGS, ETC., SHALL BE SOLIDLY FASTENED TO MASONRY WITH LEAD ANCHORS AND MACHINESCREWS OR TOGGLE BOLTS. RACEWAYS SHALL BE FASTENED TO STRUCTURAL STEEL WITH BEAM CLAMPS, CONDUITHANGERS, TRAPEZE HANGERS, OR OTHER APPROVED DEVICES.

F. BOXES INSTALLED IN CONCEALED LOCATIONS SHALL BE SET FLUSH WITH THE FINISHED SURFACES AND SHALL BEPROVIDED WITH EXTENSION RINGS [OR PLASTIC COVERS] WHERE REQUIRED. BOXES SHALL BE RIGIDLY INSTALLED.

G. RACEWAYS PASSING THROUGH RATED WALLS, FLOORS, ETC., SHALL BE INSTALLED IN ACCORDANCE WITH PUBLISHED ULCONFIGURATIONS.H. RACEWAYS SHALL BE SIZED AS SHOWN AND/OR AS REQUIRED BY THE NEC. MINIMUM SIZE SHALL BE 1/2".I. RACEWAY AND BOX INSTALLATION:

1. OUTDOORS (EXPOSED): USE RIGID STEEL, IMC OR SCHEDULE 40 PVC. RIGID STEEL WHERE SUBJECT TO PHYSICALDAMAGE.

2. OUTDOORS (CONCEALED): USE RIGID STEEL, IMC OR SCHEDULE 40 PVC.3. INDOORS (EXPOSED): USE EMT, RIGID STEEL OR IMC. RIGID STEEL WHERE SUBJECT TO PHYSICAL DAMAGE.4. INDOORS (CONCEALED): USE EMT, IMC OR RIGID STEEL OR MC CABLE WITH INSULATED GROUND.5. BOXES AND ENCLOSURES

a. INDOORS: NEMA 250, TYPE 1b. OUTDOORS: NEMA 250, TYPE 3R.

260534BOXES

A. JUNCTION, SWITCH, RECEPTACLE AND OUTLET BOXES FOR INTERIOR USE IN DRY LOCATIONS SHALL BE ZINCCOATED OR CADMIUM PLATED SHEET STEEL, 4" SQUARE AND 2-1/8" DEEP, UNLESS OTHERWISE INDICATED ONTHE CONTRACT DRAWINGS. EXTERIOR AND EXPOSED BOXES SHALL BE CAST TYPE WITH HUBS. SMALLER ANDSHALLOWER OUTLET BOXES WILL BE PERMITTED ONLY BY SPECIAL PERMISSION OF THE ARCHITECT/ENGINEERWHERE SUCH BOXES ARE NECESSARY DUE TO STRUCTURAL CONDITIONS ENCOUNTERED. WHERE LARGERJUNCTION BOXES ARE REQUIRED, THEY SHALL BE FABRICATED FROM NO. 10, 12, 14 OR 16 GAUGE SHEETSTEEL AS REQUIRED BY THE UNDERWRITER'S LABORATORIES, INC., AND GALVANIZED AFTER FABRICATION.

B. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. USE STAMPED STEEL BRIDGES TO FASTEN FLUSHMOUNTING OUTLET BOX BETWEEN STUDS, CADDY RBS SERIES OR EQUIVALENT.C. ALL JUNCTION BOXES SHALL HAVE SCREW FASTENED COVERS. OUTLET BOXES SHALL BE PROVIDED WITHEXTENSION PLASTER RINGS WHERE REQUIRED BY STRUCTURAL AND FINISH CONDITIONS.D. SET WALL MOUNTED BOXES AT ELEVATIONS TO ACCOMMODATE MOUNTING HEIGHTS INDICATED AND SPECIFIED INSECTIONFOR OUTLET DEVICE. BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ADJUST BOXLOCATION UP TO 10 FEET (3 M) IF REQUIRED TO ACCOMMODATE INTENDED PURPOSE. INSTALL PULL BOXES AND JUNCTIONBOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED AREAS ONLY. COORDINATE MOUNTING HEIGHTS AND LOCATIONSOF OUTLETS MOUNTED ABOVE COUNTERS, BENCHES, AND BACKSPLASHES.E. INSTALL BOXES TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS, USING APPROVEDMATERIALS AND METHODS.

262726 WIRING DEVICES

A. PROVIDE COMMERCIAL SPECIFICATION GRADE RECEPTACLES AND SWITCHES IN WHITE WITH WHITE COVERPLATESDIMMERSWITCHES SHALL BE TOGGLE SWITCHES WITH SLIDE DIMMERS. ALL DEVICES SHALL BE RATED 20 AMPERES. PROVIDEMATCHING PLASTIC DEVICE PLATES. EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT TYPE, GFI AND INSTALLED INWEATHERPROOF WHILE-IN-USE COVER.B. OCCUPANCY SENSORS: OCCUPANCY SENSORS SHALL UTILIZE DUAL TECHNOLOGY SENSING. ACCEPTABLE TECHNOLOGYIS PASSIVE INFRARED (PIR), ULTRASONIC AND MICROPHONIC. DUAL TECHNOLOGY IS REQUIRED UTILIZING PIR AND ONE OF THEOTHER TECHNOLOGIES. SENSORS SHALL AUTOMATICALLY ADJUST TIME DELAYS AND SENSITIVITY BASED ON THE ACTIVITYLEVEL IN THE SPACE. ALL SWITCHES SHALL BE APPROVED BY A THIRD PARTY AGENCY, APPROVED FOR THE VOLTAGE ANDCURRENT INDICATED. SENSORS SHALL BE COMPATIBLE WITH ALL LOAD TYPES, INCLUDING ELECTRONIC AND COMPACTFLUORESCENT BALLASTS, INCANDESCENT OR FLUORESCENT AND REQUIRE NO MINIMUM LOAD.

1. WALL SWITCH LINE VOLTAGE SENSORS FOR SMALL AREAS: LINE VOLTAGE, SINGLE GANG, WALL MOUNTEDOCCUPANCY SENSOR SWITCH WITH ONE OVERRIDE SWITCH. SENSOR SHALL RECESS INTO SINGLE GANG SWITCHBOX AND FIT A STANDARD GFI RECEPTACLE PLATE OPENING. SWITCHES SHALL BE COMPATIBLE WITH STANDARDTHREE AND FOUR-WAY TOGGLE SWITCHES. PROVIDE HARD LENS SWITCHES IN STORAGE ROOMS AND OTHERLOCATION SUBJECT TO ABUSE. ADJUSTABLE TIME DELAY OF 20 MINUTES, 180 DEGREE FIELD OF VIEW, MINIMUMCOVERAGE AREA OF 900 SF. VOLTAGE: 120-277 VOLTS AC, MINIMUM LOAD RATING 800 WATTS AT 120 VAC, 1200WATTS AT 277 VAC. HUBBELL AT120 OR AT277 OR EQUAL BY SENSOR SWITCH OR WATTSTOPPER.

2. CEILING MOUNTED LOW VOLTAGE SENSORS FOR LARGE AREAS: LOW VOLTAGE, RECESS CEILING MOUNTEDOCCUPANCY SENSOR SWITCH SHALL OPERATE IN CONJUNCTION WITH A LINE VOLTAGE POWER PACK TO CONTROL

THE CONNECTED LIGHTING LOADS. SENSORS SHALL OPERATE ON A CLASS 2, THREE-CONDUCTOR CABLE SYSTEM.MULTIPLE SENSORS SHALL BE CONNECTABLE TO A SINGLE POWER PACK. SENSOR SHALL RECESS INTO A TWOGANG OUTLET BOX. ADJUSTABLE TIME DELAY OF 1 - 15 MINUTES. HUBBELL ATD1000C OR ATD500C FOR SPACESLESS THAN 500 SQUARE FEET, OR EQUAL BY SENSOR SWITCH OR WATTSTOPPER. POWER PACKS SHALL BE RATED20A AT 120-277 VOLTS AND SHALL BE COMPATIBLE WITH ALL LOAD TYPES, INCLUDING ELECTRONIC AND COMPACTFLUORESCENT BALLASTS, INCANDESCENT OR FLUORESCENT. THEY SHALL HAVE THE CAPACITY TO POWERADDITIONAL REMOTE HEADS OR ADDITIONAL RELAYS. POWER PACKS MAY BE PARALLELED TO ACCOMMODATEEXTRA LOAD OR MORE THAN THREE HEADS OR ADDITIONAL RELAYS. ADDITIONAL RELAY SHALL BE USED WHERETHERE IS MORE THAN ONE CIRCUIT BEING CONTROLLED OR WHERE THERE IS A NEED TO CONTROL MULTIPLEVOLTAGES. HUBBELL CUL20A -(120V) OR HUBBELL CU277A-(277V) (ADDITIONAL RELAY FOR MULTIPLE CIRCUITAPPLICATIONS HUBBELL AAR), OR EQUAL BY SENSOR SWITCH OR WATTSTOPPER.

260526GROUNDING

C. ALL GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE NEC. IN ADDITION, THE FOLLOWINGREQUIREMENTSSHALL BE MET:

1. GROUNDING CONDUCTORS SHALL BE INSTALLED AS TO PERMIT THE SHORTEST AND MOST DIRECT PATH FROMEQUIPMENT TO GROUND. ALL GROUND CONNECTIONS TO GROUND CONDUCTORS SHALL BE ACCESSIBLE.

2. EQUIPMENT GROUND CONTINUITY SHALL BE MAINTAINED THROUGH FLEXIBLE METAL CONDUIT.3. ALL WIRING DEVICES EQUIPPED WITH GROUNDING CONNECTION SHALL BE SOLIDLY GROUNDED TO GROUND

SYSTEM WITH GROUNDING CONDUCTORS.4. THE FRAME OF ALL LIGHTING FIXTURES SHALL BE SECURELY GROUNDED TO THE EQUIPMENT GROUND SYSTEM

WITH GROUNDING CONDUCTORS.5. GROUNDING TYPE CONVENIENCE OUTLETS AND SWITCHES SHALL BE SOLIDLY GROUNDED TO

EQUIPMENGROUNDING SYSTEM WITH A GREEN COLORED INSULATED CONDUCTOR. ELECTRICAL CONNECTIONSSHALL BE CONTINUOUS FROM EQUIPMENT GROUND BUS IN PANELBOARD TO THE HEX NUT ON THE CONVENIENCEOUTLET OR SWITCH.

6. ALL CIRCUITS SHALL CONTAIN AN INSULATED, GREEN, COPPER GROUNDING CONDUCTOR, SIZED IN ACCORDANCE WITH TABLE 250-122 OF THE NEC. GROUNDING CONDUCTORS SHALL BE CONNECTED TO EQUIPMENT GROUND BUS IN PANELBOARD AND SECURELY ATTACHED AND GROUNDED TO THE DEVICE OR ENCLOSURE AT THE OTHER END.

7. ALL EQUIPMENT ENCLOSURES, AND NON-CURRENT METALLIC PARTS OF ELECTRICAL EQUIPMENT, RACEWAY SYSTEMS, ETC., SHALL BE EFFECTIVELY AND ADEQUATELY BONDED TO GROUND.

260529 SUPPORTING DEVICES

A. PROVIDE MATERIALS, SIZES, AND TYPES OF ANCHORS, FASTENERS AND SUPPORTS TO CARRY THE LOADS OF EQUIPMENT AND CONDUIT. CONSIDER WEIGHT OF WIRE IN CONDUIT WHEN SELECTING PRODUCTS. PROVIDE ADEQUATE CORROSION RESISTANCE.B. ANCHORS AND FASTENERS:

1. CONCRETE STRUCTURAL ELEMENTS: USE EXPANSION ANCHORS.2. STEEL STRUCTURAL ELEMENTS: USE BEAM CLAMPS.3. CONCRETE SURFACES: USE SELF_DRILLING ANCHORS AND EXPANSION ANCHORS.4. HOLLOW MASONRY, PLASTER, AND GYPSUM BOARD PARTITIONS: USE TOGGLE BOLTS.5. SOLID MASONRY WALLS: USE EXPANSION ANCHORS.6. SHEET METAL: USE SHEET METAL SCREWS OR BOLTS7. WOOD ELEMENTS: USE WOOD SCREWS.

C. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.D. PROVIDE ANCHORS, FASTENERS, AND SUPPORTS IN ACCORDANCE WITH NECA “STANDARD OF INSTALLATION”.E. DO NOT FASTEN SUPPORTS TO PIPES, DUCTS, MECHANICAL EQUIPMENT, AND CONDUIT.

F. DO NOT USE POWDER_ACTUATED ANCHORS.G. OBTAIN PERMISSION FROM ARCHITECT/ENGINEER BEFORE DRILLING OR CUTTING STRUCTURAL MEMBERS.H. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL. RIGIDLY WELD MEMBERS OR USE HEXAGON HEADBOLTS TO PRESENT NEAT APPEARANCE WITH ADEQUATE STRENGTH AND RIGIDITY. USE SPRING LOCK WASHERS UNDERALL NUTS.I. INSTALL SURFACE_MOUNTED CABINETS AND PANELBOARDS WITH MINIMUM OF FOUR ANCHORS.J. IN WET AND DAMP LOCATIONS USE STEEL CHANNEL SUPPORTS TO STAND CABINETS AND PANELBOARDS ONE INCH (25MM)OFF WALL.K. CONDUITS INSTALLED ON THE INTERIOR OF EXTERIOR BUILDING WALLS SHALL BE SPACED AWAY FROM THE WALLSURFACEA MINIMUM OF 1/4 INCH (65MM) USING “CLAMP-BACKS” OR STRUTS.L. USE SHEET METAL CHANNEL TO BRIDGE STUDS ABOVE AND BELOW CABINETS AND PANELBOARDS RECESSED IN HOLLOWPARTITIONS.

260553IDENTIFICATION

A. WIRE MARKERS1. MULTIWIRE BRANCH CIRCUIT PHASE CONDUCTORS SHALL BE CLEARLY IDENTIFIED IN EACH BRANCH CIRCUIT

PANELBOARD. ATTACH A YELLOW FLAG TYPE PLASTIC CABLE TIE TO EACH PHASE CONDUCTOR OF A MULTIWIREBRANCH CIRCUIT AT APPROXIMATELY 2" FROM THE CIRCUIT BREAKER TERMINAL. INSTALL A YELLOW WITH BLACKLETTER IDENTIFICATION LABEL IN THE PANELBOARD DOOR STATING "YELLOW CABLE TIE FLAGS ON CONDUCTORSINDICATE THE CONDUCTOR IS PART OF A COMMON NEUTRAL MULTIWIRE BRANCH CIRCUIT. DO NOT MOVECONDUCTOR TO ANOTHER BREAKER".B. IDENTIFICATION NAMEPLATES: FURNISH AND INSTALL ENGRAVED LAMINATED PHENOLIC NAMEPLATES FOR ALL SAFETYSWITCHES, PANELBOARDS AND ELECTRICAL EQUIPMENT SUPPLIED FOR IDENTIFICATION OF EQUIPMENT CONTROLLED,SERVED, PHASE, VOLTAGE, ETC. NAMEPLATES SHALL BE SECURELY ATTACHED TO EQUIPMENT WITH METAL SCREWS ANDSHALL IDENTIFY BY NAME THE EQUIPMENT CONTROLLED, ATTACHED, ETC. LETTERS SHALL BE APPROXIMATELY 1/4-INCHHIGH MINIMUM. EMBOSSED, SELF-ADHESIVE PLASTIC TAPE IS NOT ACCEPTABLE. NAMEPLATE MATERIAL COLORS SHALL BEBLACK SURFACE WITH WHITE CORE FOR THE NORMAL POWER SYSTEM.C. RECEPTACLE CIRCUIT IDENTIFICATION: PROVIDE ADHESIVE BACKED, LAMINATED PLASTIC RECEPTACLE DEVICE PLATELABELS IDENTIFYING THE CIRCUIT FEEDING THE DEVICE. LABELS SHALL BE LABEL MACHINE PRINTED, BLACK LETTERING ONA CLEAR BACKGROUND, TO INDICATE PANEL AND CIRCUIT NUMBER AND SHALL BE CASIO, BROTHER, T&B OR APPROVEDEQUAL. PRINT CIRCUIT NUMBER ON FLAG TYPE PLASTIC CABLE TIE WITH A PERMANENT MARKER (SHARPIE, ETC.) ANDATTACH TO CONDUCTORS IN OUTLET BOX. FLAG SHALL BE READILY VISIBLE UPON REMOVAL OF DEVICE PLATE. LOCATION:EACH RECEPTACLE DEVICE PLATE. APPLY CENTERED ON THE LOWER PORTION BELOW THE RECEPTACLE, PARALLEL TOTHE LOWER SURFACE. LEGEND: TYPED LABELS TO INDICATE PANEL AND CIRCUIT NUMBER FEEDING THE DEVICE (I.E.,RPA-24).

262817 CIRCUIT BREAKERS

A. ENCLOSED CIRCUIT BREAKERS SHALL BE MOLDED CASE, UL LISTED AND SHALL BE RATED AS SHOWN ON THE DRAWINGSWITH APPROPRIATE WITHSTAND RATINGS AND CURRENT LIMITING CHARACTERISTICS AS REQUIRED TO SAFELY FUNCTIONAND PROTECT THE DISTRIBUTION SYSTEM. ACCESSORIES SHALL BE PROVIDED AS NOTED OR REQUIRED AND SHALL BE ULLISTED AND FIELD INSTALLABLE.B. CIRCUIT BREAKERS SHALL BE MANUFACTURED BY CUTLER HAMMER, GENERAL ELECTRIC, SIEMENS OR SQUARE D

3600 AUTOMATIC TRANSFER SWITCHES

A. AUTOMATIC TRANSFER SWITCHES SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD, KOHLER KCSSERIES OR PRE APPROVED EQUAL. SWITCHES SHALL CONFORM TO THE REQUIREMENTS OF UL 1008, NFPA 70,NFPA 110, IEEE 446 AND NEMA STANDARD ICS10-2005.B. RATINGS: AS SHOWN ON THE DRAWINGS (CONTINUOUS DUTY). UL 1008 LISTED. THREE POLE, SOLID NEUTRAL.INTERRUPTING CAPACITY: 600 PERCENT OF CONTINUOUS RATING. THREE CYCLE WITHSTAND CURRENT RATINGSHALL BE AS DEFINED BY UL 1008. TRANSFER TIME: NOT TO EXCEED 1/6 SECOND. NEMA-1 FLOOR OR WALLMOUNTED ENCLOSURE AS INDICATED.C. SERVICE CONDITIONS: NEMA ICS 1.D. THE TRANSFER SWITCH MANUFACTURER SHALL BE RESPONSIBLE FOR PROVIDING THE COORDINATING WIRINGDIAGRAMS SHOWING THE ELECTRICAL CONNECTIONS BETWEEN THE TRANSFER SWITCH AND THEENGINE-GENERATOR SET FOR USE BY THE E-G SET SERVICE PERSONNEL DURING INSTALLATION AND CHECKOUTOF THE EQUIPMENT.E. CONSTRUCTION: TRANSFER SWITCHES SHALL BE RIGIDLY CONSTRUCTED TO CLOSE INTO AND WITHSTAND THEBOLTED FAULT CURRENT AVAILABLE AT THE SWITCH. ALL TRANSFER SWITCH COILS, SPRINGS, AND CONTROLELEMENTS SHALL BE EASILY INSPECTABLE AND CONVENIENTLY REMOVABLE FROM THE FRONT OF THE TRANSFERSWITCH WITHOUT MAJOR DISASSEMBLY OR DISCONNECTION OF POWER CONDUCTORS. ALL FEEDER LUGS,RELAYS, TIMERS, CONTROL WIRING AND ACCESSORIES SHALL BE FRONT ACCESSIBLE. THE CONTROL MODULEAND TRANSFER SWITCH SHALL BE PHYSICALLY SEPARATED. MAIN CONTACTS SHALL BE OF SILVER ALLOYCOMPOSITIONF. CONTROLS: MICROPROCESSOR TYPE WITH DIGITAL DISPLAY AND USER CONTROL SWITCHES, FRONT PANELMOUNTED. PROVIDE WITH RECHARGEABLE BATTERY BACKUP, SERIAL COMMUNICATIONS PORT, NON-VOLATILEEPROM STORING SETUP AND CALIBRATION DATA, SELF DIAGNOSTICS, ETC. THE CONTROL MODULE SHALL HAVE ATHREE-POSITION, KEY OPERATED PROGRAMMING CONTROL SWITCH. THE KEY SHALL BE REMOVABLE IN ANYPOSITION. THE POSITIONS SHALL BE: OFF: ALLOWS ALL ENABLED ACCESSORIES TO BE MONITORED ONLY.SETTINGS CANNOT BE CHANGED WHILE IN THIS POSITION. LOCAL: ALLOWS ALL ENABLED ACCESSORY SETTINGSTO BE CHANGED LOCALLY AT THE TRANSFER SWITCH CONTROL PANEL. REMOTE: ALLOWS ALL ENABLEDACCEESSORIES TO BE ALTERED VIA THE REMOTE COMMUNICATIONS PORT.

1. TEST SWITCH: MOUNT IN COVER OF ENCLOSURE TO SIMULATE FAILURE OF NORMAL POWER SOURCE.

2. RETURN TO NORMAL SWITCH: MOUNT IN COVER OF ENCLOSURE TO INITIATE MANUAL TRANSFER FROMALTERNATE SOURCE TO NORMAL SOURCE.

3. TRANSFER SWITCH AUXILIARY CONTACTS: 2 NORMALLY OPEN; 2 NORMALLY CLOSED.4. NORMAL SOURCE MONITOR: MONITOR EACH LINE OF NORMAL SOURCE VOLTAGE AND FREQUENCY; INITIATE

TRANSFER WHEN VOLTAGE DROPS BELOW 85 PERCENT OR FREQUENCY VARIES MORE THAN 3 HERTZ FROMRATED NOMINAL VALUE.

5. ALTERNATE SOURCE MONITOR: MONITOR ALTERNATE SOURCE VOLTAGE AND FREQUENCY; INHIBIT TRANSFERWHEN VOLTAGE IS BELOW 85 PERCENT OR FREQUENCY VARIES MORE THAN 3 HERTZ FROM RATED NOMINALVALUE.

6. IN-PHASE MONITOR: INHIBIT TRANSFER UNTIL SOURCE AND LOAD ARE WITHIN 15 ELECTRICAL DEGREES.7. NORMAL AND EMERGENCY POSITION PUSH-TO-TEST INDICATING LIGHTS.8. ENGINE EXERCISER: FULLY PROGRAMMABLE, SOLID STATE TYPE. START ENGINE EVERY 7 DAYS

(PROGRAMMABLE); RUN FOR 30 MINUTES (PROGRAMMABLE) BEFORE SHUTTING DOWN. BYPASS EXERCISER

CONTROL IF NORMAL SOURCE FAILS DURING EXERCISING PERIOD. PROVIDE LOAD/NO-LOAD SWITCH.9. EQUIPMENT BRANCH ATS SHALL PROVIDE THREE SIGNALS TO ALL ELEVATOR CONTROLLERS:

a. ONE SIGNAL FOR LOSS OF NORMAL POWER WHEN ESSENTIAL POWER IS ESTABLISHED.

b. ONE TWENTY SECONDS PRIOR TO RETRANSFER TO NORMAL POWER.

c. ONE TWENTY SECONDS BEFORE SWITCHING FROM NORMAL POWER TO EMERGENCY POWER DURINGTESTING OF THE GENERATOR SYSTEM. COORDINATE MOMENTARY OR MAINTAINED AND OPEN/CLOSEDSTATUS AS REQUIRED BY THE ELEVATOR MANUFACTURER.G. AUTOMATIC SEQUENCE OF OPERATION

1. INITIATE TIME DELAY TO START ALTERNATE SOURCE ENGINE GENERATOR: UPON INITIATION BY NORMALSOURCE MONITOR WHEN SOURCE DROPS BELOW RANGE OF 70-95% OF RATED VOLTAGE (FACTORY SET AT85%). TIME DELAY TO START ALTERNATE SOURCE ENGINE GENERATOR: 0.05 TO 6 SECONDS (FACTORY SET AT3 SECONDS) TO ALLOW FOR MOMENTARY DIPS.

2. INITIATE TRANSFER LOAD TO ALTERNATE SOURCE: UPON INITIATION BY NORMAL SOURCE MONITOR ANDPERMISSION BY ALTERNATE SOURCE MONITOR. GENERATOR VOLTAGE HAS REACHED RANGE OF 75-100% OFRATED VOLTAGE (FACTORY SET AT 90%) AND GENERATOR RATED FREQUENCY OF 85-100% (FACTORY SET AT90%).

3. TIME DELAY BEFORE TRANSFER TO ALTERNATE POWER SOURCE: 0 TO 60 SECONDS, ADJUSTABLE.4. INITIATE RETRANSFER LOAD TO NORMAL SOURCE: UPON PERMISSION BY NORMAL SOURCE AND INPHASE

MONITORS.5. TIME DELAY BEFORE TRANSFER TO NORMAL POWER: 0 TO 30 MINUTES, ADJUSTABLE; BYPASS TIME DELAY IN

EVENT OF ALTERNATE SOURCE FAILURE.6. TIME DELAY BEFORE ENGINE SHUT DOWN: 0 TO 15 MINUTES, ADJUSTABLE, OF UNLOADED OPERATION. TO

ALLOW ENGINE TO COOL BEFORE SHUTDOWN.H. TESTING: DEMONSTRATE OPERATION OF TRANSFER SWITCH IN NORMAL AND EMERGENCY MODES.I. MAINTENANCE SERVICE: PROVIDE SERVICE AND MAINTENANCE OF TRANSFER SWITCHES FOR ONE YEAR FROMDATE OF SUBSTANTIAL COMPLETION.J. WARRANTY: AUTOMATIC TRANSFER SWITCHES AND ASSOCIATED EQUIPMENT SHALL BE WARRANTED BY THEMANUFACTURER FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL INSPECTION AND ACCEPTANCE. THEWARRANTY SHALL INCLUDE ALL PARTS, LABOR (INCLUDING TRAVEL), EXPENSES AND EQUIPMENT NECESSARY TOPERFORM REPLACEMENT AND REPAIR.

265100LIGHTING FIXTURES

A. LIGHTING FIXTURE TYPES SHALL BE FURNISHED AS REQUIRED BY THE LIGHTING FIXTURE SCHEDULE AS INDICATED ONTHEDRAWINGS. CATALOG NUMBERS ARE PROVIDED AS A GUIDE TO THE DESIGN AND QUALITY OF FIXTURE DESIRED.EQUIVALENT DESIGNS AND EQUAL QUALITY FIXTURES OF OTHER MANUFACTURERS LISTED WILL BE ACCEPTABLE UPONAPPROVAL OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL VERIFY FROM THE CONTRACT DRAWINGS THE TYPECEILINGS OR WALLS THE FIXTURE IS TO BE USED WITH AND SHALL PROVIDE COMPATIBLE MOUNTING ATTACHMENTS ANDTRIM. PROVIDE ALL ACCESSORIES OR ADDITIONAL MATERIALS REQUIRED TO MAINTAIN THE CEILING FIRE RATING ASREQUIRED BY REGULATORY AUTHORITIES.B. ALL FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. LAMPS SHALL BE INDICATED ON THE DRAWINGS.INCANDESCENT LAMPS SHALL BE RATED 120 VOLTS, UNLESS OTHERWISE INDICATED. LED OR FLUORESCENT LAMPS SHALLBE 3500K EXCEPT AS NOTED ON THE DRAWINGS AND/OR SPECIFIED. F032, T-8 FLUORESCENT LAMPS SHALL BE RATED AT2950 MINIMUM LUMENS INITIAL OUTPUT.C. LENSES SHALL BE CLEAR VIRGIN ACRYLIC MATERIAL WITH UNIFORM 3/16" SQUARE BASED FEMALE CONE PRISMS ALIGNED45º TO THE LENGTH AND WIDTH OF THE LENS PANEL. MINIMUM PRISM DEPTH SHALL BE 0.080" WITH A NOMINAL PANELTHICKNESS OF 0.156" AND A MINIMUM OVERALL PANEL THICKNESS OF 0.150" TO 0.160" INCHES.D. BALLASTS SHALL PROVIDE SAFE AND RELIABLE OPERATION OF THE SPECIFIED LAMPS, BE ELECTRONIC TYPE WITHMINIMUMBALLAST FACTOR OF 0.88, OPERATE AT A FREQUENCY OF NOT LESS THAN 20,000 HZ, SOUND RATED "A", WARRANTED FOR APERIOD OF AT LEAST FIVE YEARS, AVERAGE INPUT WATTAGE OF 60 WATTS OR LESS WHEN OPERATING TWO F032T8 LAMPSWHEN TESTED IN ACCORDANCE WITH ANSI C82.2 METHODS, MINIMUM PF NOT LESS THAN 0.90, INPUT CURRENT TOTALHARMONIC DISTORTION LESS THAN 20 PERCENT, INPUT CURRENT THIRD HARMONICS SHALL NOT EXCEED ANSIRECOMMENDATIONS (32% TOTAL HARMONIC DISTORTION, 27.5% OF THE THIRD TRIPLETS), POTTED, MANUFACTURED IN THEU.S.A. AND PROVIDE TRUE PARALLEL LAMP, INSTANT START OPERATION, CASE TEMPERATURE NOT TO EXCEED 25 DEGREESC RISE OVER 40 DEGREES C AMBIENT. MULTI-LEVEL SWITCHED FIXTURES SHALL HAVE MULTIPLE BALLASTS OR SWITCHABLEBALLASTS.

265200EMERGENCY AND EXIT LIGHTING FIXTURES

A. EMERGENCY AND EXIT LIGHTING FIXTURES SHALL BE SELF_CONTAINED UNITS AUTOMATICALLY ACTIVATED WHEN THELINEVOLTAGE DROPS BELOW 80% AND SHALL COMPLY WITH UL 924, NFPA 101 - LIFE SAFETY CODE, NFPA 70 - NEC AND THENCSBC. LIGHTING FIXTURE TYPES SHALL BE FURNISHED AS REQUIRED BY THE LIGHTING FIXTURE SCHEDULE AS INDICATEDON THE DRAWINGS. CATALOG NUMBERS ARE PROVIDED AS A GUIDE TO THE DESIGN AND QUALITY OF FIXTURE DESIRED.EQUIVALENT DESIGNS AND EQUAL QUALITY FIXTURES OF OTHER MANUFACTURERS LISTED WILL BE ACCEPTABLE UPONAPPROVAL OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL VERIFY FROM THE CONTRACT DRAWINGS THE TYPECEILINGS OR WALLS THE FIXTURE IS TO BE USED WITH AND SHALL PROVIDE COMPATIBLE MOUNTING ATTACHMENTS ANDTRIM. PROVIDE ALL ACCESSORIES OR ADDITIONAL MATERIALS REQUIRED TO MAINTAIN THE CEILING FIRE RATING ASREQUIRED BY REGULATORY AUTHORITIES.B. ALL FIXTURES SHALL BE COMPLETELY SELF-CONTAINED, PROVIDED WITH MAINTENANCE FREE BATTERY, AUTOMATICCHARGER AND OTHER FEATURES. THEY SHALL BE INSTALLED COMPLETE WITH LAMPS, BATTERIES, ETC. WHICH SHALL BENEW AND UNUSED AT TIME OF FINAL INSPECTION OF THE PROJECT FOR ACCEPTANCE.C. ALL FIXTURES SHALL AUTOMATICALLY, OR MANUALLY UPON DEMAND, CONDUCT SELF TEST ON BATTERY CONDITION(INCLUDING ACTUAL DISCHARGE), CHARGER, LAMPS AND INTERNAL WIRING INTEGRITY PER NEC AND NFPA AT PRESCRIBEDINTERVALS. A PILOT LIGHT SHALL INDICATE THE UNIT IS CONNECTED TO AC POWER. PROVIDE TEST SWITCH AND VISUALINDICATOR(S) OF UNIT OPERATIONAL CONDITION INCLUDING CHARGER STATUS, READY AND SERVICE CODE. TEST SWITCHSHALL SIMULATE OPERATION OF THE UNIT UPON LOSS OF AC POWER BY ENERGIZING LAMPS FROM THE BATTERY, ANDALSO EXERCISE THE TRANSFER RELAY.D. WARRANTY: EACH UNIT SHALL BE WARRANTED FOR THREE YEARS. THE BATTERY SHALL HAVE A ADDITIONAL TWO MOREYEARS PRO-RATED WARRANTY. WARRANTY SHALL DATE FROM THE DATE OF FINAL PROJECT ACCEPTANCE AND BEINCLUDED IN THE CONTRACT DOCUMENT.

270510 TELEPHONE AND DATA

A. COMBINATION TELEPHONE AND DATA OUTLETS SHALL BE PROVIDED AS SHOWN AND SHALL CONSIST OF RJ-45 JACKS IN ANYLON DEVICE PLATE INSTALLED ON A 4" SQUARE X 2 1/8" DEEP BOX WITH 3/4" (MINIMUM) CONDUIT TO THE ACCESSIBLECEILING CAVITY. COORDINATE DEVICE AND DEVICE PLATE COLORS WITH OTHER WIRING DEVICES, INCLUDING SWITCHES,RECEPTACLES, ETC. FOR EACH OUTLET, PROVIDE ONE CAT 6 TELEPHONE CABLE TO THE TELEPHONE BACKBOARD AND ONE(OR MORE AS SHOWN) CAT 6 DATA CABLE(S) TO THE PATCH PANEL ON THE RACK IN THE TELEPHONE/DATA CLOSET.

PROVIDE J HOOK CABLE SUPPORTS AT 4' MAXIMUM INTERVALS TO THE TELEPHONE/DATA CLOSET. TERMINATE ALL CABLES

AND TEST TO CAT 6 PERFORMANCE CRITERIA. LABEL ALL CABLES AND JACKS TO CONFORM TO THE OWNER'S LABELING

SCHEME AND AS REQUIRED BY THE OWNER. PROVIDE WRITTEN TEST RESULTS TO THE ARCHITECT/ENGINEER.INSTALLATION PERSONNEL SHALL BE MANUFACTURER CERTIFIED FOR THE WORK PERFORMED. ALL UTP END-TO-ENDCHANNEL CONFIGURATIONS AS DEFINED BY TIA/EIA 568-B.1,2,3 SHALL BE PROVIDED BY A SINGLE MANUFACTURER. PROVIDEGRAY PATCH CORDS IN ADEQUATE QUANTITY FOR ACTIVE AND 25% SPARE CIRCUITS. PROVIDE SUITABLE CORD LENGTHSFOR EACH DATA OUTLET (6 FOOT MINIMUM) AND FOR ALL PATCH PANEL JACKS. NETWORK DATA CABLE SHALL BE CAT 6BLUE AND TELEPHONE CABLE SHALL BE CAT 6 WHITE, BOTH PLENUM RATED. THE CONTRACTOR SHALL PROVIDE A 20 YEAR

CABLING EXTENDED PRODUCT WARRANTY.

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POWER FOR DYE PACK SYSTEM.

REPLACE EXISTING CANOPY LIGHTING WITH FIXTURE TYPE "F".

REPLACE EXISTING WP,GFI RECEPTACLES WITH NEW.

REPLACE EXISTING DUPLEX RECEPTACLE WITH QUADAPLEX. PROVIDE DATE OUTLET WITHCONDUIT. TO NEAREST ACCESSIBLE CEILING.

INSTALL NEW WIRING FROM CANOPY DRIVE THRU SIGNS BACK TO SWITCH LOCATION INDRIVE-THRU TELLER AREA.

PROVIDE NEW CIRCUITING FROM PANEL 1-A TO GABLE SIGN LOCATION. COORDINATE SIGNREQUIREMENTS WITH OWNER.

EXISTING FLOOR MOUNTED RECEPTACLE TO REMAIN.

EXISTING CHANDELIER SHALL REMAIN.

REPLACE ALL EXISTING SWITCHES, RECEPTACLES AND DATA DEVICES WITH WHITE HEAVYDUTY SPEC GRADE WIRING DEVICES, UNLESS NOTED OTHERWISE, TYPICAL FOR ALL,

REPLACE ALL EXISTING LIGHT FIXTURES WITH LIGHT FIXTURES IN THE SAME LOCATION.FIXTURES WITH "EM" SHALL INCLUDE 90 MINUTE EMERGENCY BATTERY BACK-UP.

REPLACE EXISTING SWITCHES WITH DIMMER / OCCUPANCY SENSORS.

REPLACE EXISTING PROGRAMMABLE T-STAT.

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STATE EMPLOYEES'documents.brunswickcountync.gov/BCMS/0/edoc/963474...g002 code summary civil c1 site...

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Transcript of STATE EMPLOYEES'documents.brunswickcountync.gov/BCMS/0/edoc/963474...g002 code summary civil c1 site...