BUILDING CODE FIRE STATION NUMBER 7 OAKLEY · PDF filei t e ctu r a l c o p o r a t i o n n o r t h ca r o l i a t i m o t h y d. o a k l e y r o c k y mo u n t, n. c. n r t h ca l

34 CLEAR / 0.2 = 170 OCCUPANTS ALLOWED

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

34 CLEAR / 0.2 = 170 OCCUPANTS ALLOWED

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

34 C

LEAR

/ 0.

2 =

170

OCCU

PANT

S AL

LOWE

D

EXISTING R-2 USEUNCHANGED

EXISTING R-2 USEUNCHANGED

EXISTING B USEUNCHANGED

EXISTING A-3UNCHANGED

ROCKY MOUNT,NC

OAKLEY

COLLIER ARCHITEC

TS,P.A.CERT NO.

50681

RE

GIST

ERE

D

ARCH ITE

CTURAL C

ORPO

RATIO

N

N OR T H CA R OLINA

TIM

OTHY D. OAKLEY

ROCKY MOUN T

, N.C.NOR TH CARO

LIN

A

5967

REGI

STERED ARCHITECT

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of

GENERAL NOTE:Prior to construction

start. Contractor shall verify & be responsible

for all Dimensions.

Sheet Title

109 C

andle

wood

Road

, Roc

ky M

ount,

NC

2780

4 (P)

252.9

37.25

0011

11 Ha

ynes

Stree

t, Suit

e 109

, Rale

igh, N

C 27

604 (

P) 91

9.985

.7700

Cop

yrig

ht ©

201

7 O

akle

yCol

lier A

rchi

tect

s.

Thes

e dr

awin

gs a

re o

f the

pro

perty

of t

he A

rchi

tect

for u

se u

nder

his

sup

ervi

sion

. No

repr

oduc

tion

or o

ther

use

is a

llow

ed w

ithou

t per

mis

sion

.

OA

KLEY

CO

LLIE

RA

RCHI

TEC

TS

17002

CV1TDO

DG

COVER SHEET

OCT 202017

REN

OVA

TIO

NS

TO:

FIR

E ST

ATIO

N N

UM

BER

7C

ITY

OF

RO

CKY

MO

UN

TR

OC

KY M

OU

NT,

NO

RTH

CAR

OLI

NA

9914

HW

Y N

C-4

10/20/17

SET

FIRE STATION NUMBER 7RENOVATIONS FOR:

ROCKY MOUNT, NORTH CAROLINA

INDEX OF CONSULTANTCV1 COVER SHEET - BUILDING CODE SUMMARY

C.1 EXISTING SITE UTILITY PLANC.2 SITE PLAN - FIRE LINE

A1.1 FLOOR PLAN.A1.2 REFLECTED CEILING PLAN / ROOF PLAN

M0.1 MECHANICAL DEMOLITION PLANM1.1 MECHANICAL RENOVATION PLANM2.1 MECHANICAL NOTES, LEGEND, SCHEDULES, DETAILS

E1.1 LIGHTING DEMOLITION PLAN, LIGHTING RENOVATION PLANE1.2 POWER DEMOLITION PLAN, POWER RENOVATION PLANE1.3 ELECTRICAL BUILDING AND SITE PLANE2.1 POWER RISER DIAGRAM, PANEL SCHEDULESE3.1 LEGEND, NOTES, FIXTURE SCHEDULE, DETAILS

FA1.1 FIRE ALARM PLANFA2.1 FIRE ALARM RISER, NOTES, LEGEND

FP1.1 FIRE PROTECTION PIPING PLANFP1.2 FIRE PROTECTION HEAD PLANFP2.1 FIRE PROTECTION NOTES, LEGEND, DETAILSFP2.2 FIRE PROTECTION SITE PLAN

BUILDING CODE

ALLOWABLE

2012 EDITION OF NC CODE

BASIC BUILDING

LIFE SAFETY SYSTEM

FIRE PROTECTION

LEAD DESIGN

ALLOWABLE

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND MECHANICAL

Special approval:SPECIAL

Architectural, Mechanical, Components Anchored?

PLUMBING FIXTURE REQUIREMENTS (TABLE

SOIL BEARING LATERAL DESIGN

ACCESSIBLE PARKING (SECTION

SEISMIC DESIGN

Spectral Response Acceleration

Basic Structural System

Analysis ProcedureSeismic Base Shear

Occupancy Category (Table 1604.5)

Site Classification (Table 1613.5.2)

Gound Snow Load:

Wind Load:

DESIGN

Live Loads:

Importance Factors:

STRUCTURAL

StoriesStories + 1 =Building Height in Stories Stories

NFPA 13

3

High-piled

509.5

Allowable Area of Occupancy B

Actual Area of Occupancy B

The required type of construction for the building shall be determined by applying the height and area limitations of the applicable occupancies to the entire building. the most restrictive type of construction, so determined, shall apply to the entire building.

For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

Separated Use (508.4) - See below for area calculations

Allowable Area of Occupancy A

Actual Area of Occupancy A

Non-Separated Use (508.3)

Mixed Occupancy:

Special Provisions:

+

+

No

509.2

Yes

509.3

Separation:

509.4

NEW (SQ FT)FLOOR EXISTING (SQ FT)

Utility and Miscellaneous

Occupancy:

Mercantile

Storage

Hazardous

Business

Institutional

TOTAL

Mezzanine1st Floor

2nd Floor3rd Floor

Basement

A-2A-1Assembly

H-2 Deflagrate

Factory

R-1

I-2

S-2 Low

Parking Garage

I-3 Condition

Residential

S-1 Moderate

Educational

H-1 Detonate

I-1

21

R-2

Open

H-3 Combust

I-3

Reconstruction

Gross Building Area:

Building Height:

Fire District:

Standpipes:

Sprinklers:

Construction Type:

Class

Feet

No

No

No

Yes

Partial

Yes (Primary)

I II

II-A

II-B

I-A

I-B

III-A

III-B

YesNoSmoke Detection Systems:YesNoEmergency Lighting:

... ...+

_< 1

_< 1.00

509.7Exception:

509.6

Hr.

509.8

Fire Alarm:Exit Signs:

NoNo

YesYes Panic Hardware: No Yes

FIRSEPARATION DISTANCE

* Indicate section number permitting

SUB-TOTAL

A-5A-4A-3

F-2 Low

H-5 HPM

R-4

Repair Garage

54

Enclosed

R-3

F-1 Moderate

H-4 Health

I-4

Shaft Enclosures -

Corridor

Occupancy

Party/Fire Wall

Shaft Enclosures -

Smoke Barrier

Tenant

Wes

Eas

Interior walls and

Sout

Including supporting and

Roof

Including supporting and

Floor

Wet

NFPA 13R

III Dry

NFPA 13D

IV

V-B

Repair

V-A

AlterationBearing

Eas

Wes

Exterio

Nort

Sout

Interio

Exterior

Nort

Nonbearing walls and

Structural frame, columns, girders,

BUILDING DESIG#

RATED PROVIDE

(W/ * REQ'D

RATINDETAI# SHEET

DESIGN # RATED

DESIG#

RATED

Code Enforcement Jurisdiction:

Retaining

Electrical

Sprinkler-

Structural

Other

Mechanical

Plumbing

Fire Alarm

Architectural

DESIGNER

Civil

Owned By: City/County

FIRM

City

NAME

Owner or Authorized Agent :

Proposed Use:

Address:

Name of Project:

W = Minimum width of public way =

Total Building Perimeter =Perimeter which fronts a public way or open space having 20 feet minimum width =

Frontage area increases from Section 506.2 are computed thus:

Percent of frontage increase I = 100 [F/P - 0.25] x W/30 =

Multi-story building I = 200 percentThe sprinkler increase per Section 506.3 is as follows:

(ABLDG AREA STORY

control towers must comply with 412.1.2.The maximum area of parking garages must comply with 406.3.5. The maximum area of air trafficMaximum Building Area = total number of stories in the building x E (506.4).Unlimited area applicable under conditions of Sections 507.

Single story building I = 300 percentLICENSE#

Private

County

TELEPHONE#

State

Building Height in Feet

Type of construction

5

2

a.

3

4

b.

b.a.

d.e.

c. Ratio (F/P) =

Phone #:

STORY

1

DESCRIPTIOAND

Feet = H + 20' =

ALLOWABL(TABLE

Feet

Type

INCREASE FOR

s

s

f

(F/P)(P)

(W)

SHOWN ON

Type

CODE REFERENC

(%)

(F)

(D)AREA

SPRINKLER

(B)TABLE

(C)AREA

FRONTAGE 1

(FMAXIMU

BUILDING

(E)ALLOWABLE OR

2 3 4

psfFloor

size category. If oversized, state reason.

size category. If oversized, state reason.

Building cooling load

VAN SPACES 8' ACCESS

REGULAR WITH ACCESS

(Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below)

List equipment efficiencies

Mechanical Spacing Conditioning System

cooling efficiency

description of unitheating efficiency

size category of unit:Boiler

Chiller

UnitaryDual w/ Intermediate R/C or Special Steel

Field Test (provide copy of test report)

Earthquake

TOTAL # OF PARKING LOT PARKING

EXISTIN

USE

REQUIRE

WATERCLOSET

MAL FEMAL

Pile size, type, and capacity

Presumptive Bearing Capacity

LAVATORIE

# OF ACCESSIBLE SPACES

PROVIDE

URINAL

MAL FEMAL

SHOWERS/

psf

psf

Wind

S

Provide the following Seismic Design Parameters:

Simplified

(check one)

Exposure CategoryWind Base Shears (for MWFRS)

Basic Wind Speed

Moment Frame

Building FrameBearing Wall

Vx=

S

Equivalent Lateral Force

Dual w/ Special Moment Frame

Inverted PendulumVy=

S %g 1 %g

mph (ASCE-7)

psf

Vx=

TOTAL ACCESSIBLE

DRINKING

REGULA ACCESSIBL

winter dry bulb

relative humiditysummer dry bulb

winter dry bulb

Interior design conditions

summer dry bulb

Building heating load

Thermal Zone

Modal

Vy=

Mezzanine

SnowWind

Seismic

Roofpsfpsf

W

E

S

(I )

(I )(I )

-

E-Mail:

Zip Code:

State

Standpipe

Walls >5' High

E-MAIL

AdditionNew Construction Upfit

EXISTING:

CONSTRUCTED: (date)

CURRENT USE(S) (Ch. 3):RENOVATED: (date)

ORIGINAL USE(S) (Ch. 3):

Yes

No YesFlood Hazard Area:

4th Floor5th Floor6th Floor

405Special Uses: 402 403 404 407406 408 409 411410 412 413

414 418415 416 417 420419 421

Incidental Use Separation (508.2.5)This separation is not exempt as a Non-Separated Use (see exceptions).

=

5

Incidental Use

Field Test Presumptive Historical Data

NEWREQUIRED

TOTA

B C D

1ST FLOOR

-

-

ROCKY MOUNT

TIM OAKLEY, ARCHITECT

TIM OAKLEYOAKLEY COLLIER ARCHITECTS 5967 (252) 937-2500 [email protected]

FIRE STATION2001- FIRE STATION

-----

9,522--

---------

------

9,522--

27'-2"

N/A -

- - -- -

FIRE STATION 9,522 9,500 - 28,500 38,000 38,000

-

-

--

-

- -

-

-

-

-

-----

-----

---

2 HR----

-

1 HR

-

--

---

-

--

- -

- -

--

---

-

- - - - -

--

---

-

-

-

-

--

-

-

Feet 503

602.2

503

*SEE STATEMENT ON MECHANICAL PLAN

---

---

---

---

---

---

---

RENOVATIONS TO FIRE STATION #7

9914 NC-4 ROCKY MOUNT, NC

FIRE STATION

BRAD KERR

- [email protected]

27809

-

-

422 423

Partial

A

II III IVI

SPAC

psf

-----

-----

--------

-

-

-

-----

-----

--------

-

-

-

-----

-----

--------

-

-

-

-----

-----

--------

-

-

-

--

- - - - --

-----

-----

------

-

-

-

ELECTRICAL ELECTRICAL SYSTEM AND

Performance

total exterior wattage specified vs allowedtotal interior wattage specified vs allowed

lamp type required in fixture

number of ballasts in fixtureballast type used in the fixturenumber of lamps in fixture

total wattage per fixture

Method of Compliance:

Prescriptive

Lighting schedule

*SEE STATEMENT ON ELECTRICAL PLANS

Energy Code:

PerformancePrescriptiveASHRAE 90.1:

Additional Prescriptive Compliance

506.2.1 More Efficient Mechanical Equipment506.2.2 Reduced Lighting Power Density506.2.3 Energy Recovery Ventilation Systems506.2.4 Higher Efficiency Service Water Heating506.2.5 On-Site Supply of Renewable Energy506.2.6 Automatic Daylighting Control Systems

ENERGY

THERMAL

ENERGY

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.

Performance (Energy Code)Prescriptive (Energy Code)

Method of Compliance:

Description of assemblyU-Value of total assembly

Description of assemblyU-Value of total assembly

Floors slab on gradeR-Value of insulation

Slab heatedHorizontal/vertical requirementR-Value of insulation

Floors over unconditioned space (each assembly)

Openings (windows or doors with glazing)

Exterior Walls (each assembly)

Description of assemblyWalls below grade (each assembly)

R-Value of insulationU-Value of total assembly

projection factorSolar heat gain coefficientU-Value of assembly

U-Value of total assemblyR-Value of insulation

Door R-Values

Description of assembly

Roof/ceiling Assembly (each assembly)

total square footage of skylights in each assembly

U-Value of total assembly

Skylights in each assemblyR-Value of insulation

U-Value of skylight

Description of assembly

-

Performance (ASHRAE 90.1)Prescriptive (ASHRAE 90.1)

Climate Zone: 3 4 5

-

132" ACCESS

ACCESSIBILE DWELLING UNITS (SECTION

TOTAL ACCESSIBILE UNITS REQUIRED

ACCESSIBILE UNITS PROVIDED

TYPE A UNITS REQUIRED

TYPE A UNITS PROVIDED

TYPE B UNITS REQUIRED

TYPE B UNITS PROVIDED

TOTAL ACCESSIBILE UNITS PROVIDED

Data Source:

A B C D E F

Yes No

SPECIAL INSPECTIONS Yes No

LIFE SAFETY PLAN Life Safety Plan Sheet #:

Exterior wall opening area with respect to distance to assumed property lines (705.8)Existing structures within 30' of the proposed buildingOccupancy types for each area as it relates to occupant load calculation (Table 1004.1.1)Occupant loads for each areaExit access travel distances (1016)Common path of travel distances (1014.3 & 1028.8)Dead end lengths (1018.4)Clear exit widths for each exit doorMaximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1)Actual occupant load for each exit doorA separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separationLocation of doors with panic hardware (1008.1.10)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 devicesLocation 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

Assumed and real property line locationsFire and/or smoke rated wall locations (Chapter 7)

509.9

424 425 426 427

(check all that apply)

Renovation

PROPOSED USE(S) (Ch. 3):

Accessory Occupancies:

3

High-piled

Utility and Miscellaneous

Mercantile

Storage

Hazardous

Business

Institutional

A-2A-1Assembly

H-2 Deflagrate

Factory

R-1

I-2

S-2 Low

Parking Garage

I-3 Condition

Residential

S-1 Moderate

Educational

H-1 Detonate

I-1

21

R-2

Open

H-3 Combust

I-3

A-5A-4A-3

F-2 Low

H-5 HPM

R-4

Repair Garage

54

Enclosed

R-3

F-1 Moderate

H-4 Health

I-4

Incidental Uses (Table 508.2.5):

Furnace room where any piece of equipment is over 400,000 Btu per hour inputRooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepowerRefrigerant machine roomHydrogen cutoff rooms, not classified as Group HIncinerator roomsPaint shops, not classified as Group H, located in occupancies other than Group FLaboratories and vocational shops, not classified as Group H, located in Group E or I-2 occupancyLaundry rooms over 100 square feetGroup I-3 cells equipped with padded surfacesGroup I-2 waste and linen collection roomsWaste 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, emergency power or uninterupted power suppliesRooms contianing fire pumpsGroup I-2 storage rooms over 100 square feetGroup I-2 commercial kitchensGroup I-2 laundries equal to or less than 100 square feetGroup I-2 rooms or spaces that contain fuel-fired heating equipment

- - - - - - - -

FIRE STATION

EXISTING TO REMIAN -NO CHANGE

EXISTING TO REMIAN - NO CHANGE REQUIRED




EXISTING TO REMIAN -NO CHANGE


EXISTING TO REMIAN -NO CHANGE REQUIRED

LIFE SATETY

ATLANTEC ENGINEERS

ATLANTEC ENGINEERS

DAVID WHITNEY

BRAD FELTS

7382

02503

919-855-2031

919-855-2040

[email protected]

[email protected]

ATLANTEC ENGINEERS DAVID WHITNEY 7382 919-855-2031 [email protected]

ATLANTEC ENGINEERS BRAD FELTS 02503 919-855-2040 [email protected]

ATLANTEC ENGINEERS BRAD FELTS 02503 919-855-2040 [email protected]

PROJECT SCOPE

PHASE 1 - THIS AREA SHALL BE COMPLETED AND TURNED OVER TO THE OWNER FOR THE EQUIPMENT INSTALLATION PACKAGE 6 WEEKS AFTER NOTICE TO PROCEED. SPRINKLER SYSTEM ROUGH-IN IN THE CEILING OVER THIS AREA SHALL BE COMPLETE DURING THE PHASE 1 TIMELINE.. REFER TO SHEET A1.1 FOR THE DESIGNATION OF THE PHASE 1 AREA.

PHASE 2 - THE REMAINDER OF THE BUILDING AND SCOPE OF WORK TO BE COMPLETED PER THE CONSTRUCTION DURATION SPECIFIED. WORK OUTSIDE OF THE PHASE 1 AREA SHALL START WITH THE NOTICE TO PROCEED AND CONSTRUCTION CAN BE PERFORMED SIMULTANEOUSLY WITH PHASE 1 WORK.

ROCKY MOUNT,NC

OAKLEY

COLLIER ARCHITEC

TS,P.A.CERT NO.

50681

RE

GIST

ERE

D

ARCH ITE

CTURAL C

ORPO

RATIO

N

N OR T H CA R OLINA

TIM

OTHY D. OAKLEY

ROCKY MOUN T

, N.C.NOR TH CARO

LIN

A

5967

REGI

STERED ARCHITECT

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109 C

andle

wood

Road

, Roc

ky M

ount,

NC

2780

4 (P)

252.9

37.25

0011

11 Ha

ynes

Stree

t, Suit

e 109

, Rale

igh, N

C 27

604 (

P) 91

9.985

.7700

Cop

yrig

ht ©

201

7 O

akle

yCol

lier A

rchi

tect

s.

Thes

e dr

awin

gs a

re o

f the

pro

perty

of t

he A

rchi

tect

for u

se u

nder

his

sup

ervi

sion

. No

repr

oduc

tion

or o

ther

use

is a

llow

ed w

ithou

t per

mis

sion

.

OA

KLEY

CO

LLIE

RA

RCHI

TEC

TS

17002

C.1Checker

Author

EXISTINGSITE UTILITY PLAN

OCT 202017

REN

OVA

TIO

NS

TO:

FIR

E ST

ATIO

N N

UM

BER

7C

ITY

OF

RO

CKY

MO

UN

TR

OC

KY M

OU

NT,

NO

RTH

CAR

OLI

NA

9914

HW

Y N

C-4

10/20/17

1" = 20'-0"

EXISTING SITE UTILITY PLAN

EXISTING SITE INFORMATION IS SHOWN FOR REFERENCE ONLY.ALL EXISTING CONDITIONS AND

UTILITY LOCATIONS MUST BE FIELD VERIFIED PRIOR TO

CONSTRUCTION

NEW RISER / BACKFLOW LOCATIONBACKFLOW SHALL BE USC APPROVED.

NEW 6” FIRE LINE. RUN NEW LINE UNDER EXISTING

REMOVE EXISTING SIDEWALK AND REPLACE WITH NEW CONCRETE SIDEWALK

NEW

SAW CUT EXISTING CONCRETE DRIVE FOR INSTALLATION OF NEW FIRE LINE.

BACKFILL WITH NCDOT SCREENINGS. PATCH EXISTING DRIVE WITH 6” 3500 PSI CONCRETE AT 28 DAYS.

EXISTING CONCRETE PARKING LOT AND DRIVEWAY

EXISTING CONCRETE PARKING LOT AND DRIVEWAY

APPROXIMATE LOCATION OF EXISTING WATER LINE.FIELD VERIFY ACTUAL LOCATION.

UNIT PRICE #1SAW CUT AND REMOVE EXISTING CONCRETE DRIVE AS REQUIRED FOR INSTALLATION OF NEW GENERATOR CONDUIT.REFER TO ELECTRICAL SHEET E1.3 FOR ADDITIONAL INFORMATION. BACKFILL WITH NCDOT SCREENINGS. PATCH EXISTING DRIVE WITH 6” 3500 PSI CONCRETE AT 28 DAYS.

EXISTING GENERATOR LOCATION

ROCKY MOUNT,NC

OAKLEY

COLLIER ARCHITEC

TS,P.A.CERT NO.

50681

RE

GIST

ERE

D

ARCH ITE

CTURAL C

ORPO

RATIO

N

N OR T H CA R OLINA

TIM

OTHY D. OAKLEY

ROCKY MOUN T

, N.C.NOR TH CARO

LIN

A

5967

REGI

STERED ARCHITECT

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109 C

andle

wood

Road

, Roc

ky M

ount,

NC

2780

4 (P)

252.9

37.25

0011

11 Ha

ynes

Stree

t, Suit

e 109

, Rale

igh, N

C 27

604 (

P) 91

9.985

.7700

Cop

yrig

ht ©

201

7 O

akle

yCol

lier A

rchi

tect

s.

Thes

e dr

awin

gs a

re o

f the

pro

perty

of t

he A

rchi

tect

for u

se u

nder

his

sup

ervi

sion

. No

repr

oduc

tion

or o

ther

use

is a

llow

ed w

ithou

t per

mis

sion

.

OA

KLEY

CO

LLIE

RA

RCHI

TEC

TS

17002

C.2TDO

DG

SITE PLAN

OCT 202017

REN

OVA

TIO

NS

TO:

FIR

E ST

ATIO

N N

UM

BER

7C

ITY

OF

RO

CKY

MO

UN

TR

OC

KY M

OU

NT,

NO

RTH

CAR

OLI

NA

9914

HW

Y N

C-4

10/20/17

1" = 20'-0"

SITE PLAN - FIRE LINE

CLOSE

DES

CLOSE GEAR STOR

GEAR STOR

DES

CLOSEGEAR STOR

GEAR STOR

DES

CLOSEGEAR STOR

GEAR STOR

DES

CLOSEGEAR STOR

GEAR STOR

LINEN

CONSOL CONSOL CONSOL CONSOL

CONS

O

CONS

O

KITCHEN110

STOR.109

STUDY AREA108

HC TOILET107

CAPTAIN'S OFFICE112PRIVATE BEDROOM

118

TOILET116

PRIVATE BEDROOM120

PRIVATE BEDROOM121

LAUNDRY115

ENGINE ROOM104

WEIGHT ROOM101

RACK ROOM127

TRAINING ROOM125

HALL129MECH.

128

OFFICE130

OFFICE132

BATH131

STOR.103

GEAR STORAGE102

HALL113

PRIVATE BEDROOM119

DINING111

DISPATCH105

LOUNGE105

NEW WALLS

REMOVE EXISTING WALL AS SHOWN

NEW EQUIPMENT RACKS(BY OWNER)

PURPOSED FIRE RISER LOCATION.RELOCATE EXISTING HOSE RACK TO MAKE ROOM FOR NEW RISER

RISER & BACKFLOW

NEW UPS

NEW FIRE LINE ROUTE

MECH133

6'-8

"15

'-9"

11'-3"

1

1

NEW DOWNSPOUTS WITH SPLASH BLOCKS. TYPICAL



D D D

D

D D D D

D D

D

D

D

DD

DD


EXISTING DOOR TO REMAIN

5

22 2 2

22

1 3 4

1 34 6

5

5

5

8

8 8

8

8

8

88

8

8

8

88

8

8

8

8

8

8

8

8

8

8

7

PHASE 1

9

125B

125C

125D

125A

ALL WORK IN THIS AREA TO COMPLETED IN FIRST 6 WEEKS OF CONSTRUCTION FROM NOTICE TO PROCEED. PHASE 1 AREA TO BE TURNED OVER TO THE OWNER FOR COMPLETION OF THE OWNER PROVIDED EQUIPMENT AND SYSTEMS.

WALL LEGEND

MAR PLAN

EXISTING WALLS TO REMAIN2

EXISTING INTERIOR WALL

REMARK

MAR PLAN

TOP OF WALL = EXTEND TO CEILING STRUCTURE

1

INTERIOR STUD WALL - TYPICAL

REMARK

3 5/8" 18 GA STEEL STUDS AT 16" O.C. WITH HORIZONTAL BRIDGING AT 48" O.C.

5/8" GYPSUM BOARD EACH SIDE-EXTEND TO GYPSUM BOARD CEILING

SOUND BATT INSULATION FULL HEIGHT TO CEILING

2" 18 GA. DEEP LEG TRACK CONTINUOUS, ANCHOR TO SLAB WITH .143 PAF AT 16" O.C.

EXISTING FLOOR SLAB

ANCHOR TO STRUCTURE TO EXISTING TRUSS AS REQUIRED

3 5/8" 20 GA STEEL STUDS AT 16" O.C. WITH HORIZONTAL BRIDGING AT 4'-0" O.C. - MAXIMUM

5/8" GYPSUM BOARD EACH SIDE,

REFER TO ROOM FINISH SCHEDULE FOR DESCRIPTION OF FINISHES, TYPICAL.

SOUND ATTENUATION BATT INSULATION FULL HEIGHT - STC=47, TYPICAL

REFER TO ROOM FINISH SCHEDULE FOR DESCRIPTION OF FLOOR FINISHES,

XXX

XXX

XXX

X SIM

KEY LEGEND

FIRE EXTINGUISHER, SURFACE F.E

BELOW FINISH

ABOVE FINISH

VERIFY IN

FIRE EXTINGUISHER IN B.F.F

A.F.F

F.E.C

V.I.F

DETAIL DETAIL

PAGE

OWNER SUPPLIED CONTRACTOR O.S.C.ICONTRACTOR SUPPLIED CONTRACTOR C.S.C.I

DOOR

WINDOW

BUILDINGSECTION

DETAIL

PAGE

ELECTRIC WATER E.W.C

WALL

BUILDINGELEVATIO

DETAIL

PAGE

X

X

XXX

XXXX

SIM

GENERAL NOTES1. DIMENSIONS ON THIS PLAN ARE FROM: FACE OF BRICK TO INTERIOR FACE OF EXTERIOR WALL.

CENTERLINE TO CENTERLINE OF INTERIOR WALLS.2. PROVIDE BRACING BACK TO STRUCTURE FOR INTERIOR WALLS, TYPICAL.3. INSTALL SOUND ATTENUATION BATT INSULATION FULL HEIGHT IN ALL INTERIOR STUDS FRAMED

WALLS.4. VERIFY ALL DIMENSIONS AND SIZES PRIOR TO CONSTRUCTION.5. SCHEDULE AND COORDINATE ALL INSPECTIONS REQUIRED.6. OBTAIN ALL PERMITS REQUIRED.7. COORDINATE ALL SCHEDULES WITH THE OWNER PRIOR TO CONSTRUCTION.

REMOVE EXISTING RUBBER WALL BASE COMPLETELY. CLEAN AND PREPARE EXISTING WALLS TO REMAIN AS NECESSARY TO RECEIVE NEW FINISHES.

RENOVATION KEY 1

2

3

PATCH & REPAIR EXSITNG WALLS AS REQUIRED TO RECIEVE NEW FINISHES.

4

5

6

7

8

9

REMOVE EXISTING CARPET FLOORING COMPLETELY INCLUDING ALL BONDING AGENTS. CLEAN AND PREPARE EXISTING SUBSTRATE AS NECESSARY FOR INSTALLATION OF NEW FINISHES.

REMOVE EXISTING FLOOR COATING COMPLETELY INCLUDING ALL BONDING AGENTS. CLEAN AND PREPARE EXISTING SUBSTRATE AS NECESSARY FOR INSTALLATION OF NEW FINISHES.

PATCH AND REPAIR EXISTING GWB CEILING AS REQUIRED. CUT-IN NEW CONTROL JOINTS IN THE CENTER OF THE CEILING EACH WAY.

PATCH & REPAIR EXSITNG WALLS AS REQUIRED FOR THE INSTALLATION OF NEW ELECTRIAL WORK. REFER TO THE EELCTRIACL PLANS FOR ADDTIONAL WORK REQUIRED

PROVIDE FLOOR LEVELING COMPOUND TO LEVEL EXISTING FLOOR PROIR TO INSTALLATIN OF NEW FINISHES

SAW CUT AND REMOVE EXISTING CONCRETE FLOOR SLAB AS REQUIRED FOR INSTALLATION OF THE NEW FIRE LINE RISER. PATCH EXISTNG FLOOR AS REQUIRED.

PATCH & REPAIR EXSITNG WALLS AS REQUIRED IN THIS AREA. PREPARE EXISTING WALLS TO REMAIN AS NECESSARY TO RECIEVE NEW PAINT

RENOVATION 1. FIELD VERIFY ALL EXISTING CONSTRUCTION CONDITIONS AND FINISHES PRIOR TO SUBMITTING A BID AND

START OF ANY WORK. DISCREPANCIES IN ACTUAL CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR EVALUATION BEFORE SUBMITTING BID AND/OR CONTINUING WITH WORK.

2. FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO START OF ANY WORK. CONDITIONS THAT PROHIBIT THE WORK FROM BEING PERFORMED AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR EVALUATION BEFORE CONTINUING WITH WORK.

3. VERIFY WITH THE OWNER PRIOR TO THE START OF WORK THE EXTENT OF DEMOLITION ITEMS TO BE SALVAGED.

4. ITEMS NOT BEING SALVAGED SHALL BE TRANSPORTED AND DISPOSED OF IN A LEGAL MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES.

5. ADDITIONAL DEMOLITION WORK ASSOCIATED WITH PLUMBING, MECHANICAL, AND ELECTRICAL WORK IS REQUIRED. COORDINATE WORK REQUIRED WITH ALL TRADES.

6. ALL DEMOLITION PLUMBING, MECHANICAL, AND ELECTRICAL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES.

7. ALL DEMOLITION WORK SHALL BE COORDINATED AND BE PERFORMED IN ACCORDANCE WITH OWNER.8. REMOVE, REPLACE AND/OR REINSTALL ALL EXISTING WALL MOUNTED DEVICE COVER PLATES INCLUDING

SWITCHES, RECEPTACLES, OUTLETS, PANEL FACES, RECESSED CABINET FACES, ETC., AS REQUIRED FOR RENOVATION WORK AND PROPER INSTALLATION OF NEW FINISHES. FINISHING/PAINTING AROUND EXISTING NOTED ITEMS WILL NOT BE ACCEPTED.

9. REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS.10. CLEAN AND PREPARE ALL EXISTING SURFACES/SUBSTRATES TO REMAIN AS REQUIRED FOR PROPER

INSTALLATION OF NEW FINISHES PER MANUFACTURER'S RECOMMENDATIONS.11. CLEAN AND PREPARE EXISTING SUBSTRATE IN ALL AREAS RECEIVING NEW FLOOR FINISHES AS REQUIRED BY

RENOVATION WORK AND FOR PROPER INSTALLATION OF NEW FINISHES PER MANUFACTURER'S RECOMMENDATIONS.

12. PERFORM DEMOLITION WORK IN A MANNER SO AS TO MINIMIZE DAMAGE TO EXISTING SURROUNDING ITEMS TO REMAIN.

13. PATCH ALL EXISTING FLOORS, WALLS, AND CEILINGS AS REQUIRED FOR DEMOLITION AND RENOVATION WORK INCLUDING ALL PLUMBING, MECHANICAL, AND ELECTRICAL WORK.

14. PATCH ALL EXISTING TO REMAIN FLOORS, WALLS, AND CEILINGS THAT ARE DAMAGED DURING THE COURSE OF DEMOLITION WORK INCLUDING ALL PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION WORK.

15. OWNER WILL OCCUPY ADJACENT SPACES FOR THE DURATION OF THE PROJECT.16. FURNISH AND INSTALL FLOOR LEVELING COMPOUND AS NECESSARY TO ACHIEVE A SMOOTH AND MONOLITHIC

APPEARANCE FOR PROPER INSTALLATION OF NEW FINISHES.17. CUT AND PATCH EXISTING WALLS AS NECESSARY FOR RENOVATION AND DEMOLITION WORK. WALLS SHALL BE

PATCHED TO MATCH ADJACENT EXISTING SURFACES.18. IT IS THE INTENT OF THESE DOCUMENTS THAT "PATCH" IMPLIES THAT THE EXISTING CONSTRUCTION SHALL BE

REPAIRED IN A MANNER, WITH SAME OR SIMILAR MATERIALS, PROVIDING A SMOOTH AND SEAMLESS TRANSITION FROM NEW TO EXISTING MATERIALS AND THE PATCH SHALL BE PREPARED TO RECEIVE NEW FINISHES PER FINISH MANUFACTURERS RECOMMENDATIONS.

19. IT IS THE INTENT OF THESE DOCUMENTS THAT "PREPARED" IMPLIES THAT THE EXISTING CONSTRUCTION SHALL BE MADE READY TO RECEIVE NEW FINISH IN ACCORDANCE WITH FINISH MANUFACTURER'S RECOMMENDATIONS

GENERAL DOOR NOTES1. ALL HARDWARE SHALL MEET ALL APPLICABLE HANDICAP CODES.2. DOORS 125A & 125B - PROVIDE DOOR ALLOWANCE OF $2,500 PER DOOR FOR NEW PANIC HARDWARE AND ELETRONIC STRIKE FOR OWNER PROVIDED CARD ACCESS SYSTEM.3. DOORS 125C & 125D - PROVIDE DOOR ALLOWANCE OF $1,000 PER DOOR FOR NEW HARDWARE AND ELETRONIC STRIKE FOR OWNER PROVIDED CARD ACCESS SYSTEM.

ROCKY MOUNT,NC

OAKLEY

COLLIER ARCHITEC

TS,P.A.CERT NO.

50681

RE

GIST

ERE

D

ARCH ITE

CTURAL C

ORPO

RATIO

N

N OR T H CA R OLINA

TIM

OTHY D. OAKLEY

ROCKY MOUN T

, N.C.NOR TH CARO

LIN

A

5967

REGI

STERED ARCHITECT

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109 C

andle

wood

Road

, Roc

ky M

ount,

NC

2780

4 (P)

252.9

37.25

0011

11 Ha

ynes

Stree

t, Suit

e 109

, Rale

igh, N

C 27

604 (

P) 91

9.985

.7700

Cop

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ht ©

201

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for u

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sion

. No

repr

oduc

tion

or o

ther

use

is a

llow

ed w

ithou

t per

mis

sion

.

OA

KLEY

CO

LLIE

RA

RCHI

TEC

TS

17002

A1.1TDO

DG

FLOOR PLAN

OCT 202017

REN

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TO:

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7C

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OF

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9914

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10/20/17

1/8" = 1'-0"

FLOOR PLAN

1/2" = 1'-0"A1.12 TYP. INTERIOR PARTITION

FINISH SCHEDULE

NUMBER NAME FLOOR BASE WALL CEILING COMMENTS101 WEIGHT ROOM ETR ETR ETR RE-PAINT102 GEAR STORAGE ETR ETR ETR RE-PAINT - ACRYLIC EPOXY103 STOR. ETR ETR ETR RE-PAINT - ACRYLIC EPOXY104 ENGINE ROOM ETR ETR ETR RE-PAINT - ACRYLIC EPOXY105 DISPATCH ETR ETR RE-PAINT RE-PAINT105 LOUNGE ETR ETR RE-PAINT RE-PAINT107 HC TOILET ETR ETR RE-PAINT RE-PAINT108 STUDY AREA ETR ETR RE-PAINT RE-PAINT109 STOR. ETR ETR ETR RE-PAINT110 KITCHEN ETR ETR RE-PAINT RE-PAINT111 DINING ETR ETR RE-PAINT RE-PAINT112 CAPTAIN'S OFFICE ETR ETR RE-PAINT RE-PAINT113 HALL ETR ETR RE-PAINT RE-PAINT115 LAUNDRY ETR ETR RE-PAINT RE-PAINT116 TOILET ETR ETR RE-PAINT RE-PAINT118 PRIVATE BEDROOM ETR ETR RE-PAINT RE-PAINT119 PRIVATE BEDROOM ETR ETR RE-PAINT RE-PAINT120 PRIVATE BEDROOM ETR ETR RE-PAINT RE-PAINT121 PRIVATE BEDROOM ETR ETR RE-PAINT RE-PAINT125 TRAINING ROOM NEW CARPET NEW RUBER BASE RE-PAINT RE-PAINT127 RACK ROOM NEW SDT NEW RUBER BASE RE-PAINT RE-PAINT STATIC DISSIPATIVE TILE128 MECH. ETR ETR ETR RE-PAINT129 HALL ETR ETR RE-PAINT RE-PAINT130 OFFICE ETR ETR RE-PAINT RE-PAINT131 BATH ETR ETR RE-PAINT RE-PAINT132 OFFICE ETR ETR RE-PAINT RE-PAINT133 MECH ETR ETR ETR RE-PAINT134 UTIL ETR ETR ETR RE-PAINT

GENERAL CEILING NOTES :1. INSTALLATION OF NEW SPRINKLER SYSTEM SHALL BE CONSTRUCTED IN THE EXISTING ATTIC SPACE. THE NEW PIPING SHALL BE SUPPORTED BY THE EXISTING METAL TRUSSES. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS AND SUPPORT SYSTEMS REQUIRED FOR THE INSTALLATION OF ALL NEW PIPING 2. PATCH AND REPAIR ALL EXISTING CEILINGS AS REQUIRED AFTER THE INSTALLATION OF THE NEW FIRE SUPPRESSION SYSTEM.2. RE-PAINT THE EXISTING GYPSUM WALL BOARD CEILINGS THROUGH OUT THE ENTIRE FACILITY. PAINT COLOR TO MATCH THE EXISTING CEILING COLOR

PATCH AND REPAIR THE ENTIRE EXISTING CEILING IN THE TRUCK BAYS. PATCH AND REPAIR EXISTING

CEILING AFTER REMOVAL OF EXISTING WALL AND THE INSTALLATION OF THE NEW WALLS

9

NEW CONTROL JOINTS IN EXISTING GYPSUM WALL BOARD CEILING

GENERAL ROOF NOTES :1. REMOVE ALL EXISTING GUTTERS AS REQUIRED FOR INSTALLATION OF NEW ROOF GUTTERS2. INSTALL NEW GUTTERS AS SHOWN AROUND THE FULL PERIMETER OF THE EXISTING ROOF.3. PROVIDE DOWNSPOUTS FROM HIGH ROOF GUTTERS TO SPILL INTO LOWER ROOF GUTTERS4. PROVIDE DOWNSPOUTS AND SPLASH BLOCK AS SHOWN ON FLOOR PLAN.NEW GUTTER SYSTEM, TYPICAL

NEW GUTTER SYSTEM, TYPICAL NEW GUTTER SYSTEM, TYPICAL

NEW GUTTER SYSTEM, TYPICAL

EXISTING SHINGLE ROOF TO REMAIN AS -IS




GENERAL ROOF NOTES1. GUTTER AND DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED BY ROOFING

CONTRACTOR.2. GUTTERS, DOWNSPOUTS AND COMPONENTS SHALL BE PREFINISHED ALUMINUM

COLOR - PER ARCHITECT.3. ALL DOWNSPOUTS SHALL TURN INTO SPLASH BLOCK. REFER TO FLOOR PLAN

MORE INFORMATION.

PREFINISHED ALUMINUM GUTTER, COLOR PER ARCHITECT.

4" X 5" RECTANGULAR PREFINISHED ALUMINUM DOWNSPOUTSYSTEM, COLOR PER ARCHITECT FROM MANUFACTURER'SFULL RANGE. VERIFY HEIGHT AT SITE

PREFINISHED ALUMINUM ELBOWS PER MANUFACTURER, COLOR TO MATCH DOWNSPOUT. MAXIMUM 30° BEND AT EACH ELBOW.

DOWNSPOUT OUTLET PER MANUFACTURER. FIELD CUT,FLANGE, RIVET, AND SEAL TO LINER PER MANUFACTURER. TYPICAL

FINISH

12" x24" CONCRETE SPLASHBLOCK

ROCKY MOUNT,NC

OAKLEY

COLLIER ARCHITEC

TS,P.A.CERT NO.

50681

RE

GIST

ERE

D

ARCH ITE

CTURAL C

ORPO

RATIO

N

N OR T H CA R OLINA

TIM

OTHY D. OAKLEY

ROCKY MOUN T

, N.C.NOR TH CARO

LIN

A

5967

REGI

STERED ARCHITECT

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109 C

andle

wood

Road

, Roc

ky M

ount,

NC

2780

4 (P)

252.9

37.25

0011

11 Ha

ynes

Stree

t, Suit

e 109

, Rale

igh, N

C 27

604 (

P) 91

9.985

.7700

Cop

yrig

ht ©

201

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yCol

lier A

rchi

tect

s.

Thes

e dr

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of t

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for u

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nder

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sup

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sion

. No

repr

oduc

tion

or o

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use

is a

llow

ed w

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mis

sion

.

OA

KLEY

CO

LLIE

RA

RCHI

TEC

TS

17002

A1.2TDO

DG

RCP & ROOF PLAN

OCT 202017

REN

OVA

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HW

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C-4

10/20/17

1/8" = 1'-0"A1.21 REFLECTED CEILING PLAN

1/8" = 1'-0"A1.22 ROOF PLAN

3/4" = 1'-0"A1.23 TYPICAL DOWNSPOUT

REMOVE EXISTING SA / RA RUNOUT. CAP EXISTING TRUNK

3221 BLUE RIDGE ROAD, SUITE 113

(919) 571-1111RALEIGH, NC 27612

TLANTECA ENGINEERS, PA

1505 ST. RIDGE ROAD, SUTE 113

(252) 527-3336KINSTON, NC 28504

A

N NO

025036SEAL

GRA

B

DLE

EN

RP

R

Y W.ENI E STLEF

LA

EO F

HTROO

ACISS

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L

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109

Can

dle

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oad

, Roc

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ount

, NC

278

04(P

) 252

.937

.250

0 (F

) 252

.937

.252

5

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OA

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17021

17002

M0.1BWF

WSM

MECHANICAL DEMOLITIONPLAN

10/12/17

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1/4" = 1'-0"M0.11 MECHANICAL DEMOLITION PLAN

10/13/2017

X-255

X-255 X-255X-255X-255

X-255

X-220

X-220

X-220

X-220

X-220

X-210

X-210

RX-1530

RX-1530

X-350

X-180

X-180

RX-340

RX-60

RX-60

RX-340

RX-370

EXISTING EF-5ON ROOF

X-350

X-145

X-145

RX-340

8"x14" SA

16"x10" RA

10"x10" EA

6"x6

" EA

16"x10" RA16"x16" RA

14"x14" OA

8"x1

4" S

A14

"x14

" SA

18"x

14"

SA

18"x14" SA18"x16" SA

8"x14" SA14"x14" SA18"x14" SA

18"x

14"

SA18

"x16

" SA

18"x

14"

RA

18"x

16"

RA

ø9"

ø9" ø9"

ø9"

ø9" ø9"

ø9" ø9"

ø9"

18"x

16"

SA

ø9"

ø9" ø9"

ø8"

ø12"

ø8"

ø8"

ø8"

ø12"

18"x

14"

SA

18"x14" SA 12"x14" SA

12"x8" RA

14"x

8" R

A

24"x

12"

RA24"x12" RA

12"x

8" R

A

6"x4" RA

6"x4" RA

12"x8" RA

12"x

8" R

A

X-CU-4 X-CU-6X-CU-5

X-GF-5

FC-1

RACK ROOM127

TRAINING ROOM125

FC-2

1

HP-2

HP-1

2

10"ø

RA

X-GF-4

X-GF-6

PROVIDE NEW 2" GAS PIPE CONNECTION TO NEW GENERATOR(1.1 MBH) FROM EXISTING GAS METER AT SAME LOCATION.


(919) 571-1111RALEIGH, NC 27612



(252) 527-3336KINSTON, NC 28504

A

N NO

025036SEAL

GRA

B

DLE

EN

RP

R

Y W.ENI E STLEF

LA

EO F

HTROO

ACISS

R

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Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Of



for all Dimensions.

Sheet Title

109

Can

dle

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d R

oad

, Roc

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ount

, NC

278

04(P

) 252

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) 252

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.

OA

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RA

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TS

17021

17002

M1.1BWF

WSM

MECHANICAL PLAN

10/12/17

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1/4" = 1'-0"M1.11 MECHANICAL PLAN

KEYED NOTES TO M1.11 PROVIDE AND INSTALL MOTORIZED DAMPER. DAMPER TO REMAIN FULLY OPEN POSTION . DAMPER

TO MAINTAIN FULLY CLOSED POSITION UPON ACTIVATION BY WALL SWITCH. WALL SWITCH BYE.C.

2 RELOCATE EXISTING RETURN GRILLE AS SHOWN. SHORTEN / LENGTHEN RETURN DUCT ASREQUIRED.

10/13/2017

HEAVY DUTYFUSIBLEDISCONNECT

OUTDOOR UNIT INSTALLED IN ACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.

6" CONCRETE PAD BY MECHANICALCONTRACTOR. SECURE UNIT TO PADIN (2) OPPOSITE CORNERS.

INSULATE SUCTION LINE WITH 1"CLOSED CELL RUBBER INSULATIONAND COVER WITH ALUMINUM JACKET.

PROVIDE 6" PVCSLEEVE INTOSTRUCTURE. SEALANY VOID WITHEXPANDING FOAMINSULATION.

NOTE:

IF DISTANCE FROM WALL TO UNITEXCEEDS 36", SUPPORT LINE SETSAND CONDUIT UP OFF OF CONCRETE PAD WITH UNISTRUT

PROVIDECOILGUARDS.

*

J

SEE PANELBOARD SCHEDULES FOR WIRE AND BREAKERBRANCH CIRCUIT AND CONDUIT IN ELECTRICAL WORK. SIZES TOMECHANICAL EQUIPMENT.

JUNCTION BOX MAY BE SHOWN ONELECTRICAL DRAWINGS FOR SOMEEQUIPMENT (NOT NECESSARY IF WIRINGIS CONNECTED DIRECTLY TO STARTEROR DISCONNECT SWITCH.)

EXTERNALLY OR INTERNALLY MOUNTEDDISCONNECT SWITCH FURNISHED BY THEMECHANICAL CONTRACTOR, AND INSTALLED BYTHE ELECTRICAL CONTRACTOR.

EXTERNALLY MOUNTED STARTERFURNISHED BY THE MECHANICALCONTRACTOR, INSTALLED BY THEELECTRICAL CONTRACTOR. LINE ANDLOAD CONNECTIONS BY THE ELECTRICALCONTRACTOR, CONTROL CONNECTIONSBY THE MECHANICAL CONTRACTOR. *

EQUIPMENT IN MECHANICAL WORK SEEMECHANICAL DRAWINGS FOR LOCATIONOF ALL EQUIPMENT.

WIRING IN ELECTRICAL WORK

PANELBOARD

A COMBINATION STARTER MAY BE USED IN LIEU OF ASEPARATE DISCONNECT SWITCH AND STARTER.

WIRING IN ELECTRICAL WORK

FINAL CONNECTIONS INSIDE EQUIPMENT TO BE MADEBY THE MECHANICAL CONTRACTOR.

GENERAL NOTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE CODE, ALL LOCAL

AND OTHER APPLICABLE CODES.2. ANY PERMITS AND INSPECTION FEES SHALL BE SECURED AND PAID FOR BY THE MECHANICAL

CONTRACTOR (M.C).3. ALL WORK SHALL BE PERFORMED BY EXPERIENCED AND SKILLED CRAFTSMAN. THE M.C. SHALL COORDINATE

ALL OF HIS WORK WITH ALL OTHER CONTRACTORS.4. THE MECHANICAL PLANS AND SPECIFICATIONS SHALL BE THOROUGHLY REVIEWED PRIOR OT PURCHASING

MATERIALS AND INSTALLATION. ALL DISCREPANCIES OR INTERFERENCES SHALL BE BROUGHT TO THE ENGINEERS' ATTENTION.

5. THESE PLANS ARE DIAGRAMATIC AND MAY NOT SHOW MINOR DETAILS AND LOCATIONS. FOR DIMENSIONS, REFER TO THE ARCHITECTURAL PLANS.

6. THE M.C. SHALL BE RESPONSIBLE FOR ALL ELECTRICAL STARTERS, INTERLOCKS, CONTROL WIRING. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER WIRING, CONDUIT FROM THE DISCONNECT TO M.C. EQUIPMENT. THE M.C. SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTION TO HIS EQUIPMENT.

7. INSTALL FLEXIBLE CONNECTORS ON SUPPLY AND RETURN DUCTWORK AT ALL AIR HANDLING UNITS.8. INSTALL TURNING VANES IN SUPPLY DUCTS AT ELBOWS. PROVIDE BALANCING AND SPLITTER DAMPERS

WHERE SHOWN AND AS REQUIRED FOR SYSTEM BALANCING.9. ALL THERMOSTATS, WIRING AND CONDUIT ARE TO BE FURNISHED BY THE M.C. MOUNT THERMOSTATS 4'-

0" ABOVE THE FLOOR, UNLESS OTHERWISE NOTED.10. THE M.C. SHALL INSURE THAT ALL MECHANICAL EQUIPMENT INSTALLED UNDER HIS CONTRACT SHALL

OPERATE FREE OF OBJECTIONABLE NOISE AND VIBRATION.11. THE M.C. SHALL KEEP THE PREMISES CLEAR OF DEBRIS FROM HIS WORK DURING CONSTRUCTION AND

LEAVE THE AREA AND BUILDING CLEAN AT THE COMPLETION OF HIS WORK. HE SHALL ALSO LEAVE CLEAN ALL EXPOSED EQUIPMENT IN HIS CONTRACT.

12. THE AIR HANDLING UNIT SHALL OPERATE AT ALL TIMES DURING OCCUPIED HOURS.13. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SET OF AS-BUILT DRAWINGS

UPON COMPLETION OF JOB.14. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SET OF DUCT SHOP DRAWINGS

FOR APPROVAL.15. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A BALANCE REPORT BY A CERTIFIED

TEST AND BALANCE COMPANY.

SYMBOL LEGEND

EXISTING DUCTWORK TO REMAIN

EXISTING FLEXIBLE DUCT TO REMAIN

EXISTING RETURN GRILLE - LETTER & NUMBER

EXISTING SUPPLY DIFFUSER - LETTER & NUMBER

THERMOSTAT - MOUNTED 48" ABOVE FINISHED FLOOR

INDICATES TYPE & CFM

INDICATES TYPE & CFM

T

NO CHANGE OF USE. NO CHANGE IN OA REQUIRED.

OUTSIDE AIR SUMMARYDESIGNER STATEMENT

EQUIPMENT METHOD OF COMPLIANCEMECHANICAL SYSTEMS, SERVICE SYSTEMS AND

relative humidity:summer dry bulb:winter dry bulb:

winter dry bulb:

relative humidity:summer dry bulb:

Unitary:description of unit:

PRESCRIPTIVE

THERMAL ZONE

EXTERIOR DESIGN CONDITIONS

INTERIOR DESIGN CONDITIONS

BUILDING HEATING LOAD: BLOCK LOAD =

BUILDING COOLING LOAD: BLOCK LOAD =

Boiler:

Chiller:

heat output of unit:cooling output of unit:

cooling efficiency:

motor type:# of poles:

minimum efficiency:number of phases:motor horsepower:

LIST EQUIPMENT EFFICIENCIES:

heating efficiency:

ENERGY COST BUDGET

MECHANICAL SPACING CONDITIONING SYSTEM

total chiller capacity. If oversized state reason.

total boiler capacity. If oversized state reason.

SEE SCHEDULES ON SHEET(S)



EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS)

To the best of my knowledge and belief, the design of this building complies with the mechanicalsystems, service systems and equipment requirements of the North Carolina State Energy Code,

Professional EngineerTITLE:

NAME:

SIGNED:

96 F22 F

50 %

40 %

70 F75 F

NA

30.5 MBH (2.5 TONS)


(919) 571-1111RALEIGH, NC 27612



(252) 527-3336KINSTON, NC 28504

A

N NO

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109

Can

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278

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MECHANICAL SCHEDULESAND DETAILS

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NOT TO SCALEM2.11 GROUND MOUNTED OUTDOOR UNIT

NOT TO SCALEM2.12 TYPICAL WIRING

Bradley W. Felts PE

10/13/2017

LIGHTING DEMOLITION PLAN

1/4" = 1'-0"E1.1

1

LIGHTING RENOVATION PLAN

1/4" = 1'-0"E1.1

2

·

·

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:

Prior to construction

start. Contractor shall

verify & be responsible

for all Dimensions.

Sheet Title

Copyright ©

2017 O

akleyC

ollier A

rchitects. T

hese draw

ings are of the property of the A

rchitect for use under his supervision. N

o reproduction or other use is allow

ed w

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LIGHTING PLAN

1 5

10/20/2017

POWER DEMOLITION PLAN

1/4" = 1'-0"E1.2

1

POWER RENOVATION PLAN

1/4" = 1'-0"E1.2

2

·

·

··

··

·

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Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

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ed w

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ission.

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2760

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919.9

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DJW

SP

POWER PLAN

2 5

10/20/2017

ELECTRICAL BUILDING AND SITE PLAN

1/8" = 1'-0"E1.3

1

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···

·

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Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

akleyC

ollier A

rchitects. T

hese draw




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919.9

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DJW

SP

ELECTRICAL BLDG./SITE PLAN

3 5

10/20/2017

POWER RISER DIAGRAM (PARTIAL)

NOT TO SCALEE2.1

1

·····

···

·

··

LOAD SUMMARY AND PANEL SCHEDULES

NO SCALEE2.1

2

····

··

··

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

akleyC

ollier A

rchitects. T

hese draw




ed w

ithout perm

ission.

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Road

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, NC

2780

4 (P)

252.9

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0011

11 H

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09, R

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, NC

2760

4 (P)

919.9

85.77

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E2.1

DJW

SP

POWER RISER DIAGRAM

4 5

10/20/2017

WIRING TO MECH. EQUIPMENT

NOT TO SCALEE3.1

1

FIXTURE SCHEDULE

NO SCALEE3.1

2

FIRE PENETRATION (TYPICAL)

NOT TO SCALEE3.1

3

FIRE PENETRATION (TYPICAL)

NOT TO SCALEE3.1

4

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

akleyC

ollier A

rchitects. T

hese draw




ed w

ithout perm

ission.

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wood

Road

, Roc

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, NC

2780

4 (P)

252.9

37.25

0011

11 H

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et, S

uite 1

09, R

aleigh

, NC

2760

4 (P)

919.9

85.77

00

E3.1

DJW

SP

LEGEND, FIXTURE SCHEDULE

5 5

10/20/2017

10/20/2017

FIRE ALARM PLAN

1/4" = 1'-0"FA1.1

1

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

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rchitects. T

hese draw




ed w

ithout perm

ission.

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2780

4 (P)

252.9

37.25

0011

11 H

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09, R

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, NC

2760

4 (P)

919.9

85.77

00

FA1.1

DJW

SP

FIRE ALARM PLAN

1 2

10/12/2017

FIRE ALARM RISER AND NOTES

NOT TO SCALEFA2.1

1

FIRE ALARM NOTIFICATION MATRIX

NOT SCALEFA2.1

2

FIRE ALARM DEVICE INSTALLATION DETAIL

NOT TO SCALEFA2.1

3

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

GENERAL NOTE:




for all Dimensions.

Sheet Title

Copyright ©

2017 O

akleyC

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ission.

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ky M

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, NC

2780

4 (P)

252.9

37.25

0011

11 H

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09, R

aleigh

, NC

2760

4 (P)

919.9

85.77

00

FA2.1

DJW

SP

FIRE ALARM RISER

2 2

10/12/2017

HOSE

TEST

EXISTING HYDRANT

WATER TEST

STATIC: 66 PSI

RESIDUAL: 0 PSI

FLOW: 2172 GPM

DATE: 5/4/2016

6"

EX

IST

ING

6" NEW

6" RUN-IN BY OTHERS.

PIV BY OTHERS.

EXISTING HYDRANT.


(919) 571-1111RALEIGH, NC 27612

TLANTECTLANTECTLANTECTLANTECA ENGINEERS, PA


(252) 527-3336KINSTON, NC 28504

A

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Sheet Title

10

9 C

an

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, R

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nt,

NC

27

80

4

(P)

25

2.9

37

.25

00

(F

) 2

52.9

37

.252

5

Copyright ©

2017 O

akle

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olli

er

Arc

hitects

. T

hese d

raw

ings a

re o

f th

e p

ropert

y o

f th

e A

rchitect fo

r use u

nder

his

superv

isio

n. N

o r

epro

duction o

r oth

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use is a

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OA

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FP1.0Checker

Author

FIRE PROTECTION SITEPLAN

10/12/17

RE

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1/16" = 1'-0"FP1.0

1 FIRE PROTECTION SITE PLAN

10/13/2017

SEE SIGHT PLAN

FOR CONTINUATION.

6" Run-in By Others.

PRIVATE BEDROOM120

PRIVATE BEDROOM119

PRIVATE BEDROOM118

PRIVATE BEDROOM121

LAUNDRY115

CAPTAIN'S OFFICE112

HALL129

MECH.128

TOILET116

BATH131

HALL113

OFFICE130

OFFICE132

KITCHEN110

DINING111

STOR.103

GEAR STORAGE102

WEIGHT ROOM101

STOR.109

STUDY AREA108

HC TOILET107

DISPATCH105

LOUNGE105

RACK ROOM127

TRAINING ROOM125

NOTE:

CONTRACTOR TO PROVIDE

HEADS UNDER DOORS AS REQUIRED.

PIPE EXPOSED BELOW CEILING

1' - 6"

1' -

6"

1' - 6"

3"

3"

3"

1 1/2"

1 1/2"

1 1/2"

1"

1"

1"

1"

1"

3"

1 1/

2"

1 1/4"

2"

5A

H5 H6

6A

H7

H10

7A

8A

H8

25A

H4

4AH3

3A

2A

H2

1A

H1

H9

9A26A

10A

15A

H15

H16

16A 17A

H17 H18

18A 27A 14A

H14 H13

13A

H12

12A

H11

11A

19A

H19

20A

H20

H21

21A

H22

22A

23A

H23

28A

H25

31A

H26

32A30A

24A

H2429A

1

2

3

17

5

4 9

10

8

7

6 11

12

13

1918

15

14

BASE 22

R4

2116

20

R3 R1

R2

OFFICES/BEDROOMS- AREA #2

LIGHT HAZARD

.10 DENSITY

1950 SQ. FT. AREA

100 GPM HOSE ALLOWANCE

DEMAND @ BASE OF RISER:

422.91 GPM @ 52.337 PSI

(SAFETY MARGIN: 8.93 PSI)

APPARATUS BAYS - AREA #1

ORDINARY GP. I

.15 DENSITY

1950 SQ. FT. AREA


DEMAND @ BASE OF RISER:

331.94 GPM @ 34.040 PSI


2" VIKING

PRE-ACTION VALVE

FOR RACK ROOM

4" DRY PIPE VALVE

4" AMES 3000SS BACKFLOW

RACK ROOM - AREA #3

LIGHT HAZARD

.10 DENSITY

ENTIRE AREA


DEMAND @BASE OF RISER:

30.75 GPM @ 25.441 PSI


15-0 AFFDN 4-0UP 4-0

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

4"

4"

1 1/

2"

1 1/2"

1 1/2"

1 1/2" 1 1/2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

1 1/2"1 1/2"

1 1/2"

3"

1 1/2"

1 1/2" 1 1/2"

PIPE IN ATTICPIPE IN ATTIC


(919) 571-1111RALEIGH, NC 27612



(252) 527-3336KINSTON, NC 28504

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for all Dimensions.

Sheet Title

10

9 C

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NC

27

80

4

(P)

25

2.9

37

.25

00

(F

) 2

52.9

37

.252

5

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2017 O

akle

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Arc

hitects

. T

hese d

raw

ings a

re o

f th

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ropert

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f th

e A

rchitect fo

r use u

nder

his

superv

isio

n. N

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use is a

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issio

n.

OA

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FP1.1Checker

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FIRE PROTECTION PIPINGPLAN

10/12/17

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1/8" = 1'-0"FP1.1

1 FIRE PROTECTION PIPING PLAN

10/13/2017

6' -

0"

6' - 0"

13

' - 9

"1

4' -

3"

6' - 0"

6' - 0"

7' - 10"

8' - 0"

10

' - 3

"

8' - 0"

8' - 0"

10

' - 2

"

12' - 0"

7' -

6"

14

' - 0

"

10' - 2" 10' - 2"

6' -

4"

6' -

1"

10' - 0"

7' - 6"

12

' - 1

1"

12

' - 1

1"

12' - 0" 12' - 0"

14

' - 0

"1

4' -

0"

6' - 4"

9' -

3"

6' - 10"

8' -

6"

10

' - 1

"

6' -

0"

6' -

11

"

6' - 4"

7' -

6"

5' - 0"5' - 0"

5' -

0"

7' -

1"

5' -

5"

3' -

9"

7' - 4"7' - 3"4' - 1"4' - 8"5' - 5"3' - 2"

3' -

3"

3' -

10

"

7' - 6"7' - 6"

4' - 0"4' - 0"4' - 7"4' - 8"

2' - 11"2' - 11"4' - 11"4' - 10"

6' -

5"

8' -

10

"3

' - 7

"4

' - 7

"8

' - 1

1"

6' -

7"

4' - 11" 6' - 0" 4' - 11" 4' - 11" 4' - 11" 5' - 0"4' - 10" 4' - 3" 5' - 6"

5' - 7"5' - 7"

6' -

9"

6' -

9"

5' - 3"

3' - 2"

5' - 10"4' -

7"

5' -

2"

5' - 2"

12

' - 7

"2

' - 9

"

4' - 0"

5' - 7"5' - 7" 4' -

4"

4' -

4"

3' - 1"

3' -

3"

5' - 7"

5' - 7"

3' -

3"

4' - 7"3' -

0"

4' - 7"

4' -

0"

5' -

9"

5' -

9"

4' - 0"4' - 0"

4' - 0"

4' - 0"

5' -

0"

5' -

0"

5' - 7"

5' -

8"

5' - 6"

5' - 7"5' -

2"

5' - 6"

6' - 2"

2' -

7"

3' - 8"

3' - 8"

2' -

7"

3' - 8"

7' - 6" 7' - 6"

3' -

1"2

' - 1

0"

6' - 9"

6' - 9" 5' -

6"

3' -

1"

4' -

5"

7' -

5"

3' -

3"

1' -

10

"

6' -

9"

6' -

8"

5' -

10

"

5' -

10

"

6' -

7"

6' -

7"

5' -

6"

6' - 4"

3' - 1"

5' -

6"

6' -

7"

6' -

5"

5' -

1"

4' -

9"

4' -

9"

7' - 6" 7' - 6"

NOTE: COORDINATE LOCATION OF HEADS

WITH EX. LIGHTS + HVAC.NOTE:

CONTRACTOR TO PROVIDE

HEADS UNDER DOORS AS REQUIRED.

6' - 4" 13' - 0" 13' - 0" 6' - 4"

4' -

8"

10

' - 0

"1

0' -

0"

10

' - 0

"1

0' -

0"

4' -

8"

4' -

8"

10

' - 0

"1

0' -

0"

10

' - 0

"1

0' -

0"

3' - 9" 3' - 8"

7' -

6"

7' -

2"

6' -

3"

5' -

0"

4' - 7"9' - 9"

4' -

8"

4' -

8"

PRIVATE BEDROOM120

PRIVATE BEDROOM119

PRIVATE BEDROOM118

PRIVATE BEDROOM121

LAUNDRY115

CAPTAIN'S OFFICE112

HALL129MECH.

128

TOILET116

BATH131

HALL113

OFFICE130

OFFICE132

KITCHEN110

DINING111

STOR.103

GEAR STORAGE102

WEIGHT ROOM101

STOR.109

STUDY AREA108

HC TOILET107

DISPATCH105

LOUNGE105

RACK ROOM127 TRAINING ROOM

125

Room104

5' - 7"

UPRIGHT HEADS


(919) 571-1111RALEIGH, NC 27612



(252) 527-3336KINSTON, NC 28504

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FIRE PROTECTION HEADPLAN

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1/8" = 1'-0"FP1.2

1 FIRE PROTECTION HEAD PLAN

10/13/2017

SPRINKLER HEAD

FINISH CEILING

1"

1"

BRANCH LINEIN STRUCTURE

SMOOTH BORE CORROSION-

RESISTANT OUTLET WITH 1/2"

ORFICE

45° ELL UNIONS

PLUG FOR TESTING

REMOVE AND INSTALL

TEMPORARY CONNECTION

2"X12" NIPPLE

EXTERIOR WALL

1" VALVE TYPICAL

PIPE

PIPE RING

ALL THREAD ROD

BEAM CLAMP BY VIKING OR EQUALUNIVERSAL TOP & BOTTOM

BAR JOIST OR BEAM BY OTHERS

T RATINGS - 0, 1, 2, 3 AND 4 HOUR (SEE ITEM 3)F RATINGS - 1, 2, 3 AND 4 HOUR (SEE ITEMS 2 AND 3)

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FTL RATING AT 400 F - LESS THAN 1 CFM/SQ FT

A.

B.

A.

B.

C.

D.

E.

F.

1.

2.

3.

03 OR 4

O+, 1 OR 2

1 OR 23 OR 41 OR 21

14

HOURT RATINGF RATING

HOURCONDUIT DIAMETER INCHESMAXIMUM PIPE OR

126 3 OR 4

1 OR 200

+WHEN COPPER PIPE IS USED, T RATING IS 0 HOUR.

- CP 25WB+ CAULK OR FB-3000 WT SEALANT.

*BEARING THE UL CLASSIFICATION MARKING

- NOMINAL 6" DIAMETER (OR SMALLER) TYPE L (OR HEAVIER)COPPER TUBING.

- MINIMUM 5/8", 1 1/4", 1 7/8"AND 2 1/2" THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HOUR RATED ASSEMBLIES,RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL.MINIMUM 1/4" DIAMETER BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANTINTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLYF RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRERATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THEFOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM ISDEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLYFIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATEDBELOW:

NOMINAL 1" DIAMETER (OR SMALLER) STEEL FEXIBLE METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTHSIDES OF FLOOR OR WALL ASSEMBLY.

NOMINAL 1" DIAMETER (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTHSIDES OF FLOOR OR WALL ASSEMBLY.

NOMINAL 2" DIAMETER (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTHSIDES OF FLOOR OR WALL ASSEMBLY.

- THEFOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE USED:

- NOMINAL 6" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER)COPPER PIPE.

- NOMINAL 6" DIAMETER (OR SMALLER) STEEL CONDUIT OR NOMINAL4" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

- NOMINAL 24" DIAMETER (OR SMALLER) SERVICE WEIGHT (ORHEAVIER) CAST IRON SOIL PIPE, NOMINAL 12" DIAMETER (OR SMALLER) ORCLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.

- NOMINAL 24" DIAMETER (OR SMALLER) SCHEDULE 10 (ORHEAVIER) STEEL PIPE.

- ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLEDEITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THEANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENINGSHALL BE MINIMUM OF 0" (POINT CONTACT) TO MAXIMUM 2" PIPE, CONDUIT ORTUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THEFOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BEUSED:

- NOMINAL 1/2" OR 5/8" THICK, 4' WIDE WITH SQUARE ORTAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OFLAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIEDIN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCEDIRECTORY. MAXIMUM DIAMETER OF OPENING IS 26".

- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAXIMUM 2HOUR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TOCONSIST OF NOMINAL 2" x 4" LUMBER SPACED 16" ON CENTER WITH NOMINAL2" x 4" LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BEMINIMUM 3 5/8" WIDE x 1 3/8" DEEP CHANNELS SPACED MAXIMUM 24" ONCENTER.

- THE 1, 2, 3 OR 4 HOUR FIRE-RATED GYPSUM WALLBOARD/STUDWALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THEMANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITIONDESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THEFOLLOWING CONSTRUCTION FEATURES:

3

2

1B

3

1A

1

2

3

SYSTEM NO. WL1001

SECTION A - A

A

A

3M COMPANY

COPPER TUBING

FILL, VOID OR CAVITY MATERIAL* - CAULK OR SEALANT

WARD MFG INC

TITEFLEX CORPA BUNDY CO

OMEGA FLEX INC

THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING

COPPER PIPE

CONDUIT

IRON PIPE

STEEL PIPE

THROUGH PENETRANT

GYPSUM BOARD*

STUDS

WALL ASSEMBLY

GENERAL NOTES

1. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES PRIOR TO

INSTALLATION. ( LIGHTS, PIPES, ETC.)

2. EACH SHUT-OFF VALVE SHALL BE EQUIPPED WITH A LISTED TAMPER SWITCH.

3. THE SPRINKLER CONTRACTOR SHALL COORDINATE SHUT-OFF TIMES WITH OWNER.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL NFPA CODES,

5. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED SPRINKLER CONTRACTOR.

6. THE SPRINKLER CONTRACTOR SHALL REFER TO THE SITE PLAN FOR THE EXTENT OF THE

UNDERGROUND SPRINKLER PIPING.

7. WIRING FROM ALL TAMPER SWITCHES AND FLOW SWITCHES TO FIRE ALARM PANEL SHALL BE BY THE

ELECTRICAL CONTRACTOR.

8. FIRE DEPARTMENT CONNECTION THREADS SHALL MATCH LOCAL AUTHORITY.

9. ALL WATER FLOW ALARM SWITCHES SHALL BE DONE BY THE GENERAL CONTRACTOR UNLESS NOTED

OTHERWISE.

10. ALL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL CONTRACTOR UNLESS NOTED

OTHERWISE.

11. ALL PIPE UP TO 2" SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPEWITH THREADED FITTING. PIPING

2 1/2" AND LARGER SHALL BE SCHEDULE 10 GALVANIZED STEEL WITH ROLLED GROOVE FITTING.

12. ALL HEADS ARE TO BE CENTERED IN TILES UNLESS OTHERWISE NOTED.

13. TESTING SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. PRESSURE TEST SHALL

BE STATIC WATER AT TEST PRESSURE OF 200 PSIG FOR 2 HOURS DURATION WITHOUT LEAK FROM

ANY JOINT OR SEGMENT OF THE PIPING SYSTEM FROM ANY EQUIPMENT OR DEVICE.

14. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO BUILDING AND

PROPERTY/MATERIALS OF OTHERS CAUSED BY LEAKS IN SPRINKLER EQUIPMENT, UNPLUGGED OR

DISCONNECTED PIPES OR FITTINGS, AND SHALL PAY FOR NECESSARY REPLACEMENT OR REPAIR OF

WORK OR ITEMS SO DAMAGED DURING THE INSTALLATION AND TESTING PERIODS OF THE

STANDPIPE WORK.

15. TESTS PER SECTION 16 OF NFPA 13 TO BE WITNESSED BY THE OWNERS INSURANCE UNDERWRITER

(S), THE INSTALLING CONTRACTOR AND THE AUTHORITY HAVING JURISDICTION. SPRINKLER

CONTRACTOR TO SUBMIT 3 COPIES OF THE NFPA 13-2002"CONTRACTORS MATERIAL AND TEST

CERTIFICATES".

16. FLUSH, TEST, AND INSPECT SPRINKLER PIPING SYSTEMS IN ACCORDANCE WITH NFPA 13.

17. REPLACE PIPING SYSTEM COMPONENTS WHICH DO NOT PASS THE TEST PROCEDURES SPECIFIED, AND

RETEST REPAIRED PORTION OF THE SYSTEM. THE CONTRACTOR SHALL PROVIDE A UNIT COST TO ADD

ADDITIONAL HEADS REQUIRED IN THE FIELD.

18. THE CONTRACTOR SHALL PROVIDE A UNIT COST TO ADD ADDITIONAL HEADS REQUIRED IN THE

FIELD.

19. THE G.C. TO PAINT EXPOSED PIPING. COORDINATE ROUTING OF PIPING WITH G.C.

#SPRINKLERS DESIGN

ELECTRIC VOLTS

RATED G.P.M.

TESTED BY

P.S.I.

G.P.M REQ'D.

DENSITY

PROJECT NAME:

N/A

PROJECT STREET ADDRESS:

ATLANTEC ENGINEERS

N/A N/A

COMBINED STATIC

RESIDUAL(PSI)

STATIC

HYDRANT ELEVATION

P.S.I. REQ'D.

NODE #

G.P.M.

HOSE ALLOWANCE

K-FACTOR

CRITERIA FROM

SPACING

HAZARD CLASS

LOCATION

SYSTEM I.D. #

SUITE:

DESIGNED BY:

66 PSI 0 PSI 2172 GPM

SUCTION NODE

N/A N/A

N/A

N/A

N/A N/A

COMBINED RESIDUAL

BOOST PRESSURE

RATED PRESSURE

RESIDUAL

FLOW (GPM)

N/A N/A

N/A

N/A N/A

N/A

N/A

N/A N/A

N/A

N/A

DISCHARGE NODE

COMBINED GPM

DISCHARGE FLOW

N/A

DIESEL Hp.

FLOW

N/A

N/A

N/A

N/A

N/A

11:25 AMDATE/TIME

FLOW HYDRANT

CITY OF ROCKY MOUNT 01/24/17 PRESSURE HYDRANT

STATIC

919-571-1111

LIGHTHAZARD

PHONE

9914 NC-4 BATTLEBORO, NC,27809

FLOOR#

FIRE STATION NUMBER 7

1

TOTAL BLDG. HGT: 27'-2"

SYSTEM SQ. FT.:

CEILING HEIGHT:

SYSTEM:

9522

VARRIES

DRY

N/A

N/A

N/AN/A

N/A

N/A

8.926

522.912

5.6

0.10

225 SQFT

NFPA 13

1950 SQFT

LIGHT

CALC'D

OPEN OFFICE

DRY

52.337

BASE

BASE OF RISER

422.912

26

100

2

40.19

130.75

5.6

140 SQFT

0.10

NFPA 13

279 SQFT

CALC'D

LIGHT

SERVER

DRY

25.441

BASE

30.75

2

100

3

BASE OF RISER

FIRE PUMP DATA

IF STORAGE IS GREATER THAN 12'

INITIAL

STABLE/UNSTABLECOMMODITY CLASSCOMMODITY DESCRIPTION

-ARYSECOND

COPY OF WATER TEST DATA INCLUDED

REQUIREMENTS@

SAFETY FACTOR

DESIGN METHOD

TYPE OF SYS.

FIQURE# CURVE#

DESIGN AREA

COMPLETE COMMODITY STORAGE DESIGN

STORAGE TYPE(RACK, BIN)STORAGE HEIGHT

FACTORHEIGHTDENSITYAREA

OPEN/CLOSEARRAY

FACTORCLEAR

FACTORARRAY

CLEARANCEWET/DRYSYSTEM

MINIMUMDESIGNPENALTY

DRY DESIGNDESIGNFINAL

W/CALCS ARE REQUIRED

INFO.

WATER SUPPLY INFORMATION

SPRINKLER DESIGN DATA

DESIGN SUMMARYD ESIGN SU M MA RY

SYSTEM #2 SYSTEM #3SYSTEM #1CALC'D

1

APPARATUS

DRY

ORDINARY

NFPA 13

1950 SQFT

130 SQFT

0.15

5.6

250

16

BORDER

BASE

331.94

34.040

581.94

26.138

FINISHED FLOOR

RUN-IN BY UTILITYCONTRACTOR STUBBED IN12" AFF.

WATERMOTOR GONG

AIR PRESSURE SWITCH

TO DRY SYSTEM

RISER MOUNTED AIRCOMPRESSOR WITH 1/3HP/120V MOTOR EQUAL TO GENERAL OL25033AC.

RISER ISOLATION VALVEWITH TAMPER SWITCH.

DRY PIPE VALVE

CHECK VALVE

6" RPZ BACKFLOW WITH

TAMPER SWITCH ONVALVES.

4" TO FDC

NORMALLY CLOSED VALVE FOR BACKFLOWTESTING


(919) 571-1111RALEIGH, NC 27612



(252) 527-3336KINSTON, NC 28504

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SEISMIC AND WIND REQUIREMETS FOR MECHANICAL SYSTEMS (PER ASCE 7-05)

1. ALL ROOF CURBS/ROOF RAILS INCLUDING THEIR ATTACHMENT TO THE EQUIPMENT AND STRUCTURE MUST BE

EVALUATED FOR WIND LOADING. WHERE SEISMIC RESTRAINT IS REQUIRED, THE MORE DEMANDING

FORCE OF WIND AND SEISMIC MUST BE USED.

2. SEE SEISMIC INFORMATION CONTAINED ON STRUCTURAL DRAWINGS FOR SITE SPECIFIC INFORMATION ON

SEISMIC DESIGN CATEGORY.

3. SEE TABLE BELOW FOR SPECIFIC COMPONENT RESTRAINT REQUIREMENTS.

4. FOR ALL COMPONENTS REQUIRING SEISMIC RESTRAINT, THE COMPONENT SUPPORTS AND ATTACHMENTS

SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL.

SEISMIC DESIGN CATEGORY C, COMPONENT IMPORTANCE FACTOR 1.5

COMPONENT RESTRAINT REQUIREMENT ASCE 7-05 REFERENCE

SUSPENDED EQUIPMENT RESTRAIN IF >75 LB 13.6.7

INLINE WITH DUCT/PIPE (SEE NOTE 3,4)

SUSPENDED EQUIPMENT RESTRAIN ALL 13.6.3

NOT INLINE WITH DUCT/PIPE

DUCTILE PIPING PIPE GREATER THAN 2" 13.6.8

(SEE NOTES 5, 6)

SUSPENDED DUCTWORK DUCTWORK GREATER THAN 13.6.7

6 SQFT OR LARGER THAN 28"

IN DIAMETER

(SEE NOTE 6)

COMPONENT CERTIFICATION REQUIRED 13.2.2

(NOTE 7)

NOTES:

1. EQUIPMENT >20 LBS OR LESS IS EXEMPT IF FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE

COMPONENT AND ASSOCIATED DUCTWORK, PIPNG AND CONDUIT.

2. RESTRAINTS ARE NOT REQUIRED IF COMPONENT WEIGHS LESS THAN 400 POUNDS OR IS AT 4 FEET OR LESS

ABOVE FINISHED FLOOR AND HAS FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE COMPONENT AND

ASSOCIATED DUCTWORK, PIPNG AND CONDUIT.

3. ITEMS WEIGHING LESS THAN 76 LBS. DO NOT NEED RESTRAIN IF THE ATTACHED DUCTWORK/PIPING IS

RESTRAINED AND POSITIVELY ATTACHED TO THE EQUIPMENT.

4. FLEXIBLE CONNECTIONS REQUIRED FOR PIPE CONNECTIONS ONLY.

5. ALL NON-DUCTILE PIPING (PLASTIC, CAST IRON, CERAMIC) MUST BE RESTRAINED.

6. RESTRAINT IS NOT REQUIRED IF SUSPENDED 12" OR LESS FROM THE STRUCTURE AND THE HANGERS ARE

DETAILED TO AVOID SIGNIFICATN BENDING OF THE HANGERS AND THEIR ATTACHMENTS AND PROVISIONS

ARE MADE FOR PIPNG TO ACCOMMODATE EXPECTED DEFLECTIONS.

7. COMPONENT CERTIFICATION MUST BE SUPPLIED BY THE EQUIPMENT MANUFACTURER AT TIME OF SUBMITTAL

FOR REVIEW BY THE ENGINEER OF RECORD.

SITE SPECIFIC REQUIREMENTS FOR WARREN COUNTY EMS:

· ALL SPRINKLER PIPING LARGER THAN 2" SHALL BE RESTRAINED IN ACCORDANCE WITH NFPA 13.

· ALL DOMESTIC WATER, SEWER VENT AND NATURAL GAS PIPING LARGER THAN 2" SHALL BE RESTRAINED WITH

CABLES AT 45° ANGLES AND SECURED TO STRUCTURE. PIPING INSTALLED WITHIN 12" OF STRUCTURE SHALL

BE EXEMPT.

· GAS FIRED UNIT HEATERS SHALL BE RESTRAINED WITH RIGID RODS AND CABLES. CABLES SHALL BE SECURED

TO STRUCTURE AND HEATER IN FOUR DIRECTIONS. PROVIDE FLEXIBLE GAS AND ELECTRICAL CONNECTIONS.

· DOMESTIC WATER HEATERS SHALL BE RESTRAINED WITH 3/4" WIDE, STEEL STRAPS SECURE TO WALL WITH

EXPANSION ANCHORS. PROVIDE NON-COMBUSTIBLE BLOCKING TO PROVIDE CLEARANCE TO ADJACENT WALL.

PROVIDE (2) STRAPS PER HEATER. PROVIDE FLEXIBLE WATER AND GAS CONNECTIONS.

12" = 1'-0"FP2.1

1 ARM OVER DETAIL

12" = 1'-0"FP2.1

2 INSPECTOR'S TEST DETAIL

12" = 1'-0"FP2.1

3 HANGER DETAIL

12" = 1'-0"FP2.1

5 RISER DETAIL

12" = 1'-0"FP2.1

8 PREACTION VALVE

10/13/2017

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BUILDING CODE FIRE STATION NUMBER 7 OAKLEY · PDF filei t e ctu r a l c o p o r a t i o n n o r t h ca r o l i a t i m o t h y d. o a k l e y r o c k y mo u n t, n. c. n r t h ca l