24024 - EC EOC - Bid Plans.pdf

PDF 10 MB Posted Aug 7, 2024

Attached to: Interior Renovations for Edgecombe County Emergency Operations Center - 400 E Walnut Street, Tarboro, NC
Solicitation number: 322-24024
Issued by: Edgecombe County, North Carolina

About this file

Written by GovTribe AI · Aug 7, 2024

This document is a set of bid plans related to a contract opportunity for interior renovations to the Edgecombe County Emergency Operations Center located at 400 E Walnut Street in Tarboro, North Carolina. The contract is being solicited by Edgecombe County, with a pre-bid meeting scheduled for August 13, 2024 at 10:00am at the EOC, and the bid opening taking place on August 27, 2024 at 3:00pm at the Edgecombe County Administration Building.

The contract involves providing interior renovation services for the Edgecombe County EOC facility. No additional details are provided regarding the specific scope of work, quantities, or contract term. The document does not contain information on pricing, funding sources, incumbent contractors, or any set-aside requirements.

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ELEVATION VALUE

REFERENCE

DESCRIPTION

15' - 4"

AFF

A2-03

SHEET NO.

DETAIL NO.

A2-03

CALLOUT DETAIL

SHEET NO.

DETAIL NO.

EXTERIOR ELEVATION MARK

INTERIOR ELEVATION MARK

SHEET NO.

DETAIL NO.

CONTROL / ELEVATION MARK

A2-03

DETAIL NO.

DRAWING NO.

SHEET NO.

1 View Name 1/8" = 1'-0"A101

SCALE

DRAWING NAME

SHEET NO.

BUILDING SECTION MARK

DEMO MARK#

XXX

XXXX

EHD

Room name

101A

ROOM MARK

DOOR MARK

WINDOW MARK

CASEWORK MARK

REVISION AREA / NUMBER

WALL MARK

ACCESSORIES MARK

ROOM NO.

ROOM NAME

A2-03

DETAIL NO.

SHEET NO.

WALL SECTION MARK

CR CARD READER

@ AT

ACC ACCENT COLOR

ACOUS ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ACW ACOUSTICAL WALL PANELS

AD AREA DRAIN

ADJ ADJUSTABLE

AE APPROVED EQUAL

AFF ABOVE FINISH FLOOR

AFL ATHLETIC FLOORING

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ATTEN ATTENUATION

AWP ACRYLIC WALL PANELS

BBT BIOBASED TILE

BF BLOCK FILL

BFC BROOMED FINISHED

CONCRETE

BL BLINDS

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BPG BULLET PROOF GLASS

CB CATCH BASIN

CEM CEMENTITIOUS SIDING

CF CORK FLOORING

CFT CERAMIC FLOOR TILE

CG CURVED CEILING GRID

CI CAST IRON

CI# CURB INLET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CORR CORRUGATED

CPT CARPET

CPTT CARPET TILE

CRC COLD ROLLED CHANNEL

CRF CORK RUBBER FLOORING

CS COUNTERSUNK

CSCI CONTRACTOR SUPPLIED,

CONTRACTOR INSTALLED

CTB CERAMIC TILE BASE

CW CURTAINWALL

CWT CERAMIC WALL TILE

DFP DRY FOG PAINT

DIA DIAMETER

DISP DISPENSER

DN DOWN

DP DEEP

DR DOOR

DS DOWNSPOUT

DTL DETAIL

EDG EDGE BANDING

EES EMERGENCY EYE WASH AND

SHOWER

EFC EPOXY FLOOR COATING

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EIP EXISTING IRON PIPE

EJ EXPANSION JOINT

ELEV ELEVATION

EN ENAMEL

EPT HIGH PERFORMANCE

EPOXY PAINT

EQ EQUAL

ES EXPOSED STRUCTURE

EST EXISTING

EXP EXPOSED CEILING

EXT EXTERIOR

E/W EACH WAY

EWC ELECTRIC WATER COOLER

FC FIRECODE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

SURFACE MOUNTED

FEC FIRE EXTINGUISHER

SEMI-RECESSED

FF FINISH FLOOR

FH FIRE HYDRANT

FLU FLUORESCENT

FOF FACE OF FRAME

FOM FACE OF MASONRY

FT FLOOR TILE

FTG FOOTING

FV FLOOD VENT

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GCT GRANITE COUNTERTOP

GEN GENERATOR

GFT GRANITE FLOOR TILE

GL GLASS

GMT GLASS MOSAIC TILE

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM BOARD

HB HOSE BIB

HC HOLLOW CORE

HDC HANDICAP

HDWD HARDWOOD

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

INSTAL INSTALLATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JB JOIST BEARING

JB# JUNCTION BOX

JT JOINT

L LONG

LFT LINOLEUM FLOOR TILE

LP LIGHT POLE

LST LINOLEUM SHEET

FLOORING

LVS LEAVES (DOOR)

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MB MASONRY - BRICK

MBL MARBLE

MC METAL CANOPY

MCT METAL CEILING TILE

MECH MECHANICAL

MFR MANUFACTURER

MFT MARBLE FLOOR TILE

MIN MINIMUM

MO MASONRY OPENING

MTB MARBLE TILE BASE

MTD MOUNTED

MTL METAL

MWM METAL WALK-OFF MAT

MWT MARBLE WALL TILE

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NORMAL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

OPP OPPOSITE

OSC OVERFLOW SCUPPER

OZ OUNCE

P PAINT

PC POLISHED CONCRETE

PERF PERFORATED

PFT PORCELAIN FLOOR TILE

PIV POST INDICATOR VALVE

PL PLATE

P-LAM PLASTIC LAMINATE

P-LAM WD PLASTIC LAMINATE

WOOD DOORS

PLYWD PLYWOOD

PNT PAINT

POLYETH POLYETHYLENE

PP POWER POLE

PR PAIR

PTB PORCELAIN TILE BASE

PTD PAINTED

PTP PLASTIC TOILET

PARTITIONS

PWT PORCELAIN WALL TILE

PVC POLYVINYL CHLORIDE

QS QUARTZ SURFACE

QT QUARRY TILE

QZT QUARTZ TILE

R RADIUS

R&S ROD AND SHELF

RB RESILIENT BASE

RBT RUBBER TILE

RCP REINFORCED CONCRETE

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RECEPT RECEPTACLE

RECYF RECYCLED FLOORING

REQD REQUIRED

RES RESILIENT

RM RUBBER MAT

RO ROUGH OPENING

ROW RIGHT OF WAY

RSF RESINOUS FLOORING

RTF RESILIENT TILE FLOORING

SAT SPRAYED ACOUSTICAL

TREATMENT

SC SEALED CONCRETE

SCH SCHEDULE

SCW SOLID CORE WOOD

SDT STATIC DISSIPATIVE TILE

SF STOREFRONT

SHEATH SHEATHING

SIM SIMILAR

SP SPACES

SQ SQUARE

SQFT SQUARE FEET

SRT SLIP RESISTANT TILE

SS STAINLESS STEEL

SSC STAINED SEALED

CONCRETE

SSG STRUCTURAL SILICON GLAZING

SSM SOLID SURFACE

ST STEEL

ST&R STAIR TREADS AND RISERS

STD STANDARD

SUSP SUSPENDED

T&G TONGUE AND GROOVE

TB TILE BASE

TC TERRA COTTA

TCA TILE COUNCIL OF AMERICA

TELE TELEPHONE

TEMP TEMPERED

TEXD TEXTURED

TFT TERRAZZO FLOOR

TILE

TOC TOP OF CURB

TOS TOP OF STEEL

TP TELEPHONE POLE

TS TRANSITION STRIP

TV TELEVISION

TVB TELEVISION MOUNTING

BRACKET

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

U/L UTILITY/LIGHTS

UNO UNLESS NOTED OTHERWISE

VACT VINYL ACOUSTICAL TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WF WOOD FLOORING

WT WALL TILE

WT* WALL TILE - SEE ELEVATION

WWF WELDED WIRE

FABRIC

WWM WELDED WIRE MESH

DISCIPLINE

G COVER

G CODE SUMMARY

G LIFE SAFETY

CE CIVIL

L LANDSCAPE

S STRUCTURAL

D DEMOLITION

A ARCHITECTURAL

Q EQUIPMENT

FP FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

FA FIRE ALARM

X MISCELLANEOUS

PAGE NUMBERSECTION

0 GENERAL

1 PLANS

2 EXTERIOR ELEVATIONS

3 BUILDING / WALL SECTIONS

4 VERTICAL CIRCULATION

5 DETAILS

6 WINDOW & DOOR SCHEDULES

7 INTERIOR ELEV / CASEWORK

A1.01

APPLICABLE TO ARCHITECTURAL SHEETS ONLY

3221 BLUE RIDGE ROAD, SUITE 113

RALEIGH, NC 27612 PHONE: 919-571-1111

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEER:

R O

CKY MOUN

T, N C

O A K L E Y

C O

IER ARCHITE

T S P .A

CERT NO.

50681

R E

E R

CH I

TECTURA L

R A T I O

N O R TH C A RO

L I N A

D. OAKLE

R O

MOUN

T, N .C

OR TH CAR

RED ARCHITE

C T

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Sheet Title

C a n d le w o o d R o a d R o c ky M o u n t, N C

W e st M a rt in S tr e e t, R a le ig h N

C o p y ri g h t

O a k le y C o lli e r

A rc h it e c ts

T h e s e d ra w in g s a re o f th e p ro p e rt y o f th e A rc h it e c t fo r u s e u n d e r h is s u p e rv is io n N o r e p ro d u c ti o n o r o th e r u s e i s a llo w e d w it h o u t p e rm is s io n

O A

Y C

A R

C H

E C

24024

G0.1

TDO

JHH

COVER SHEET

8/2/24

R E

N O

V A

N S

F O

E D

G E

C O

M B

E C

O U

N T

Y E

M E

R G

E N

C Y

O P

E R

A T

S C

E N

T E

T A

R B

O R

O N

O R

T H

C A

R O

W A

L N

U T

S T

R E

E T

8/2/24

EDGECOMBE COUNTY EMERGENCY OPERATIONS CENTER

RENOVATIONS FOR

400 E WALNUT STREET

TARBORO, NORTH CAROLINA

INDEX OF DRAWINGSSYMBOL LEGEND SHEET NAMING LEGENDABBREVIATIONS

CONSULTANTS

G0.1 COVER SHEET

G0.2 BUILDING CODE SUMMARY - EXISTING EOC BUILDING

G0.3 BUILDING CODE SUMMARY - EXISTING (ARMORY) BUILDING

G1.1 LIFE SAFETY PLAN

D1.1 DEMOLITION PLAN

A1.1 FLOOR PLAN

A1.2 REFLECTED CEILING PLAN

A1.3 DOOR SCHEDULE

P0.1 PLUMBING NOTES, LEGEND, FIXTURE SCHEDULE

P1.1 PLUMBING PLAN

M0.1 MECHANICAL NOTES, LEGEND, SCHEDULES, DETAILS

MD1.1 MECHANICAL DEMOLITION PLAN

M1.1 MECHANICAL RENOVATION PLAN

E0.1 ELECTRICAL SYMBOL LEGEND, GENERAL NOTES, DETAILS

ED1.1 LIGHTING DEMOLITION PLAN

ED1.2 POWER DEMOLITION PLAN

E1.1 LIGHTING PLAN

E1.2 POWER PLAN

E2.1 POWER RISER, PANEL SCHEDULE

FA0.1 FIRE ALARM SYMBOL LEGEND, RISER, NOTES, DETAILS

FAD1.1 FIRE ALARM DEMOLITION PLAN

FA1.1 FIRE ALARM PLAN

R O

CKY MOUN

T, N C

O A K L E Y

C O

IER ARCHITE

T S P .A

CERT NO.

50681

R E

E R

CH I

TECTURA L

R A T I O

N O R TH C A RO

L I N A

D. OAKLE

R O

MOUN

T, N .C

OR TH CAR

RED ARCHITE

C T

Revisions

Date Project No.

Sheet No.Drawn By

Checked By

Sheet Title

C a n d le w o o d R o a d R o c ky M o u n t, N C

W e st M a rt in S tr e e t, R a le ig h N

C o p y ri g h t

O a k le y C o lli e r

A rc h it e c ts

O A

Y C

A R

C H

E C

24024

G0.2

TDO

JHH

BUILDING CODE

SUMMARY - EXISTING

EOC BUILDING

8/2/24

R E

N O

V A

N S

F O

E D

G E

C O

M B

E C

O U

N T

Y E

M E

R G

E N

C Y

O P

E R

A T

S C

E N

T E

T A

R B

O R

O N

O R

T H

C A

R O

W A

L N

U T

S T

R E

E T

8/2/24

FIRE PROTECTION REQUIREMENTS

Structural Frame, including columns, girders, trusses

Bearing Walls

Exterior

North

East

West

South

Interior

Nonbearing Walls and

Partitions

Exterior walls

North

East

West

South

Interior walls and partitions

Floor Construction

Including supporting beams and joists

Floor Ceiling Assembly

Columns Supporting Floors

Roof Construction, including supporting beams and joists

Roof Ceiling Assembly

Columns Supporting Roof

Shaft Enclosures - Exit

Shaft Enclosures - Other

Incidental Use Separation

* Indicate section number permitting reduction

Corridor Separation

Occupancy/Fire Barrier Separation

Party/Fire Wall Separation

Smoke Barrier Separation

Smoke Partition

Tenant/Dwelling Unit/Sleeping Unit

Separation

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING

DETAIL#

AND

SHEET#

DESIGN#

FOR

RATED

ASSEMBLY

SHEET# FOR

RATED

PENETRATION

SHEET#

FOR

RATED

JOINTS

REQ'D PROVIDED

(W/________*

REDUCTION)

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on the site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)

Occupant loads for each area

Exit access travel distances (1017)

Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #:

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

LIFE SAFETY SYSTEM REQUIREMENTS

No Yes No Yes No Yes No Yes Partial No Yes

PERCENTAGE OF WALL OPENING CALCULATIONS

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

DEGREE OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

ACTUAL SHOWN ON PLANS

ACCESSIBLE DWELLING UNITS

ACCESSIBLE PARKING

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

SPECIAL APPROVALS

(SECTION 1107)

(SECTION 1106)

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE UNITS

PROVIDED

LOT OR PARKING

AREA

TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL #

ACCESSIBLE

PROVIDEDREQUIRED PROVIDED REGULAR WITH

5' ACCESS AISLE

VAN SPACES WITH

TOTAL

USE WATERCLOSETS URINALS LAVATORIES SHOWERS

/TUBS

DRINKING FOUNTAINS

MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE

SPACE EXIST'G

NEW

REQ'D

132” ACCESS

AISLE

8' ACCESS

AISLE

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)

2018 APPENDIX B BUILDING CODE SUMMARY - EXISTING EOC BUILDING

Building Height in Feet (Table 504.3) 2

Building Height in Stories (Table 504.4) 3

1. Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.

2. The maximum height of air traffic towers must comply with Table 412.3.1.

3. The maximum height of open parking garages must comply with Table 406.5.4.

ALLOWABLE SHOWN ON PLANS CODE REFERENCE 1

ALLOWABLE HEIGHT

ENERGY SUMMARY

ENERGY REQUIREMENTS:

Existing building envelope complies with code:

Exempt Building:

Climate Zone:

Method of Compliance:

THERMAL ENVELOPE (Prescriptive method only)

Roof/ceiling Assembly (each assembly)

Exterior Walls (each assembly)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Floors slab on grade

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.

Yes (The remainder of this section is not applicable)

Yes (Provide code or statutory reference)___________________

3A 4A 5A

Energy Code Performance Prescriptive

ASHRAE 90.1 Performance

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Skylights in each assembly:

U-Value of skylight:

Total square footage of skylights in each assembly:

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Openings (windows or doors with glazing)

U-Value of assembly:

Solar heat gain coefficient:

Projection factor:

Door R-Values:

Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Horizontal/vertical requirement:

Slab heated:

(If "Other" specify here)

Prescriptive

STRUCTURAL DESIGN

DESIGN LOADS:

Importance Factors:

Live Loads:

Ground Snow Load:

Wind Load:

SEISMIC DESIGN CATEGORY:

Risk Category (Table 1604.5)

Spectral Response Acceleration

Site Classification (ASCE 7)

Basic structural system

Analysis Procedure:

Architectural, Mechanical, Components anchored?

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

Snow (I ) Seismic (I )

Roof Mezzanine psf

Floor

Ultimate Wind Speed

Exposure Category

A B C D

Provide the following Seismic Design Parameters:

I II III IV

S S

A B C D E F

Data Source: Field Test Presumptive Historical Data

Bearing Wall Dual w/Special Moment Frame Building Frame Dual w/Intermediate R/C or Special Steel Moment Frame Inverted Pendulum

Simplified Equivalent Lateral Force Dynamic

Yes No

Earthquake Wind

Field Test (provide copy of test report) psf

Presumptive Bearing capacity psf

Pile size, type, and capacity

S 1 psf psf mph (ASCE-7)

%g%g

MECHANICAL DESIGN

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

Thermal Zone

Interior design conditions

Building heating load:

Building cooling load:

Mechanical Spacing Conditioning System

List equipment efficiencies:

winter dry bulb:

summer dry bulb:

winter dry bulb:

summer dry bulb:

relative humidity:

Unitary description of unit:

heating efficiency:

cooling efficiency:

size category of unit:

Boiler Size category, if oversized, state reason:

Chiller Size category, if oversized, state reason:

ELECTRICAL DESIGN

ELECTRICAL SYSTEM AND EQUIPMENT

Method of Compliance:

Lighting schedule (each fixture type)

Additional Efficiency Package Options

(When using the 2018 NCECC; not required for ASHRAE 90.1)

Energy Code: Prescriptive Performance ASHRAE 90.1: Prescriptive Performance lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs. allowed (whole building or space by space) total exterior wattage specified vs. allowed

C406.2 More Efficient HVAC Equipment Performance

C406.3 Reduced Lighting Power Density

C406.4 Enhanced Digital Lighting Controls

C406.5 On-Site Renewable Energy

C406.6 Dedicated Outdoor Air System

C406.7 Reduced Energy Use in Service Water Heating psf

YesNoSpecial Inspections Required:

YesNoFlood Hazard Area:YesNoFire District:

DryWetIIIIIIClassNoStandpipes:

NFPA 13DNFPA 13RNFPA 13PartialNoSprinklers:

V-BIII-BII-BI-B

V-AIVIII-AII-AI-AConstruction Type:

BASIC BUILDING DATA

Risk Category (Table 1604.5):

PROPOSED OCCUPANCY(S) (Ch.3):RENOVATED: (date)

CURRENT OCCUPANCY(S) (Ch.3):CONSTRUCTED: (date)

Change of UseHistoric Property

Level IIILevel IILevel I

Chapter 14RepairPrescriptive2018 NC EXISTING BUILDING CODE:

1st Time Interior Completion

AdditionNew Building2018 NC BUILDING CODE:

CONTACT:

StateCountyCityCode Enforcement Jurisdiction:

StatePrivateCity/CountyOwned By:

E-MailPhone #

Owner/Authorized Agent:

Zip CodeAddress:

Name of Project:

GROSS BUILDING AREA TABLE

FLOOR EXISTING (SQ FT) SUB-TOTAL

4th Floor

3rd Floor

2nd Floor

1st Floor

Basement

TOTAL

ALLOWABLE AREA

Primary Occupancy Classification(s):

Assembly A-1 A-2 A-3 A-4 A-5 Business

Educational Factory

Hazardous

Institutional

Mercantile

Residential

Storage

Parking Garage

Utility and Miscellaneous

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM

I-1

I-2

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-piled

Open Enclosed Repair Garage

Non-Separated Use (508.3) - The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire buildign. The most restrictive type of construction, so determined, shall apply to the entire building.

1. Frontage area increases from Section 506.3 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)

b. Total Building Perimeter = _____________(P).

c. Ratio (F/P) = _________(F/P)

d. W = Minimum width of public way = ________ (W)

2. Unlimited area applicable under conditions of Section 507.

3. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2).

4. The maximum area of open parking garages must comply with Table 406.5.4 .

5. Frontage increase is based on the unsprinklered area value in Table 506.2.

Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B

1.00<

1,5 2,3

STORY

NO.

DESCRIPTION AND

USE

(A)

BLDG AREA PER

STORY (ACTUAL)

(B)

TABLE 506.2

AREA

(C)

AREA FOR FRONTAGE

INCREASE

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED

Mixed Occupancy: No Yes Separation: Hr. Exception:

Accessory Occupancy Classification(s):

Special Provisions: (Chapter 5 - List Code Sections):

Special Uses (Chapter 4 - List Code Sections):

Incidental Uses (Table 509):

(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

Other

Retaining Walls >5' High

Structural

Sprinkler-Standpipe

Mechanical

Plumbing Fire Alarm

Electrical

Civil

Architectural

E-MAILTELEPHONE#LICENSE#NAMEFIRMDESIGNER

Renovation

Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Phased Construction - Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Alteration

Existing

Proposed:

Current:

III

Yes

(Contact the local inspection jurisdiction for additional procedures and requirements. )

I-3

I-4

Condition 1 2

Condition 1 2 3 4 5

Separated Use (508.4) - See below for area calculations 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.

e. Percent of frontage increase If = 100[F/P-0.25] x W/30 = _____________ (%).

N/A N/A N/A N/A N/A N/A N/A N/A

EDGECOMBE COUNTY EOC RENOVATION

400 E WALNUT STREET, TARBORO, NORTH CAROLINA 27886

N/A B

TIMOTHY D. OAKLEY, ARCHITECT

4,346 788 4,346 N/A N/A N/A

4,346 788 4,346

N/A

N/A N/A

OAKLEY COLLIER ARCHITECTS TIM OAKLEY 5967 252-937-2500 TOAKLEY@OAKLEYCOLLIER.COM

MICHAEL MATTHEWS

MICHAELMATTHEWS@EDGECOMBECO.COM(252) 641-7833

TARBORO

G1.1

RENOVATION (SQ FT)

EXISTING TO REMAIN

6th Floor

5th Floor

NOT APPLICABLE

EXISTING TO REMAIN

ATLANTEC

N/A

EXISTING TO REMAIN

DAVID WHITNEY 17382 919-571-1111 DAVID@ATLANTECENGINEERS.COM

17382

BRADLEY FELTS 025036

PATRICK MCCABE 051195

919-571-1111 DAVID@ATLANTECENGINEERS.COM

919-571-1111 BRAD@ATLANTECENGINEERS.COM

919-571-1111 PATRICK@ATLANTECENGINEERS.COM

DAVID WHITNEY

EXISTING TO REMAIN

R O

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BUILDING CODE

SUMMARY - EXISTING

(ARMORY) BUILDING

8/2/24

R E

N O

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FIRE PROTECTION REQUIREMENTS

Structural Frame, including columns, girders, trusses

Bearing Walls

Exterior

North

East

West

South

Interior

Nonbearing Walls and

Partitions

Exterior walls

North

East

West

South

Interior walls and partitions

Floor Construction

Including supporting beams and joists

Floor Ceiling Assembly

Columns Supporting Floors

Roof Construction, including supporting beams and joists

Roof Ceiling Assembly

Columns Supporting Roof

Shaft Enclosures - Exit

Shaft Enclosures - Other

Incidental Use Separation

* Indicate section number permitting reduction

Corridor Separation

Occupancy/Fire Barrier Separation

Party/Fire Wall Separation

Smoke Barrier Separation

Smoke Partition

Tenant/Dwelling Unit/Sleeping Unit

Separation

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING

DETAIL#

AND

SHEET#

DESIGN#

FOR

RATED

ASSEMBLY

SHEET# FOR

RATED

PENETRATION

SHEET#

FOR

RATED

JOINTS

REQ'D PROVIDED

(W/________*

REDUCTION)

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on the site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)

Occupant loads for each area

Exit access travel distances (1017)

Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #:

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

LIFE SAFETY SYSTEM REQUIREMENTS

No Yes No Yes No Yes No Yes Partial No Yes

PERCENTAGE OF WALL OPENING CALCULATIONS

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

DEGREE OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

ACTUAL SHOWN ON PLANS

ACCESSIBLE DWELLING UNITS

ACCESSIBLE PARKING

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

SPECIAL APPROVALS

(SECTION 1107)

(SECTION 1106)

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE UNITS

PROVIDED

LOT OR PARKING

AREA

TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL #

ACCESSIBLE

PROVIDEDREQUIRED PROVIDED REGULAR WITH

5' ACCESS AISLE

VAN SPACES WITH

TOTAL

USE WATERCLOSETS URINALS LAVATORIES SHOWERS

/TUBS

DRINKING FOUNTAINS

MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE

SPACE EXIST'G

NEW

REQ'D

132” ACCESS

AISLE

8' ACCESS

AISLE

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)

2018 APPENDIX B BUILDING CODE SUMMARY - EXISTING (ARMORY) BUILDING

Building Height in Feet (Table 504.3) 2

Building Height in Stories (Table 504.4) 3

1. Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.

2. The maximum height of air traffic towers must comply with Table 412.3.1.

3. The maximum height of open parking garages must comply with Table 406.5.4.

ALLOWABLE SHOWN ON PLANS CODE REFERENCE 1

ALLOWABLE HEIGHT

ENERGY SUMMARY

ENERGY REQUIREMENTS:

Existing building envelope complies with code:

Exempt Building:

Climate Zone:

Method of Compliance:

THERMAL ENVELOPE (Prescriptive method only)

Roof/ceiling Assembly (each assembly)

Exterior Walls (each assembly)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Floors slab on grade

Yes (The remainder of this section is not applicable)

Yes (Provide code or statutory reference)___________________

3A 4A 5A

Energy Code Performance Prescriptive

ASHRAE 90.1 Performance

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Skylights in each assembly:

U-Value of skylight:

Total square footage of skylights in each assembly:

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Openings (windows or doors with glazing)

U-Value of assembly:

Solar heat gain coefficient:

Projection factor:

Door R-Values:

Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Horizontal/vertical requirement:

Slab heated:

(If "Other" specify here)

Prescriptive

STRUCTURAL DESIGN

DESIGN LOADS:

Importance Factors:

Live Loads:

Ground Snow Load:

Wind Load:

SEISMIC DESIGN CATEGORY:

Risk Category (Table 1604.5)

Spectral Response Acceleration

Site Classification (ASCE 7)

Basic structural system

Analysis Procedure:

Architectural, Mechanical, Components anchored?

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

Snow (I ) Seismic (I )

Roof Mezzanine psf

Floor

Ultimate Wind Speed

Exposure Category

A B C D

Provide the following Seismic Design Parameters:

I II III IV

S S

A B C D E F

Data Source: Field Test Presumptive Historical Data

Bearing Wall Dual w/Special Moment Frame Building Frame Dual w/Intermediate R/C or Special Steel Moment Frame Inverted Pendulum

Simplified Equivalent Lateral Force Dynamic

Yes No

Earthquake Wind

Field Test (provide copy of test report) psf

Presumptive Bearing capacity psf

Pile size, type, and capacity

S 1 psf psf mph (ASCE-7)

%g%g

MECHANICAL DESIGN

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

Thermal Zone

Interior design conditions

Building heating load:

Building cooling load:

Mechanical Spacing Conditioning System

List equipment efficiencies:

winter dry bulb:

summer dry bulb:

winter dry bulb:

summer dry bulb:

relative humidity:

Unitary description of unit:

heating efficiency:

cooling efficiency:

size category of unit:

Boiler Size category, if oversized, state reason:

Chiller Size category, if oversized, state reason:

ELECTRICAL DESIGN

ELECTRICAL SYSTEM AND EQUIPMENT

Method of Compliance:

Lighting schedule (each fixture type)

Additional Efficiency Package Options

(When using the 2018 NCECC; not required for ASHRAE 90.1)

C406.2 More Efficient HVAC Equipment Performance

C406.3 Reduced Lighting Power Density

C406.4 Enhanced Digital Lighting Controls

C406.5 On-Site Renewable Energy

C406.6 Dedicated Outdoor Air System

C406.7 Reduced Energy Use in Service Water Heating psf

YesNoSpecial Inspections Required:

YesNoFlood Hazard Area:YesNoFire District:

DryWetIIIIIIClassNoStandpipes:

NFPA 13DNFPA 13RNFPA 13PartialNoSprinklers:

V-BIII-BII-BI-B

V-AIVIII-AII-AI-AConstruction Type:

BASIC BUILDING DATA

Risk Category (Table 1604.5):

PROPOSED OCCUPANCY(S) (Ch.3):RENOVATED: (date)

CURRENT OCCUPANCY(S) (Ch.3):CONSTRUCTED: (date)

Change of UseHistoric Property

Level IIILevel IILevel I

Chapter 14RepairPrescriptive2018 NC EXISTING BUILDING CODE:

1st Time Interior Completion

AdditionNew Building2018 NC BUILDING CODE:

CONTACT:

StateCountyCityCode Enforcement Jurisdiction:

StatePrivateCity/CountyOwned By:

E-MailPhone #

Owner/Authorized Agent:

Zip CodeAddress:

Name of Project:

GROSS BUILDING AREA TABLE

FLOOR EXISTING (SQ FT) SUB-TOTAL

4th Floor

3rd Floor

2nd Floor

1st Floor

Basement

TOTAL

ALLOWABLE AREA

Primary Occupancy Classification(s):

Assembly A-1 A-2 A-3 A-4 A-5 Business

Educational Factory

Hazardous

Institutional

Mercantile

Residential

Storage

Parking Garage

Utility and Miscellaneous

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM

I-1

I-2

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-piled

Open Enclosed Repair Garage

1. Frontage area increases from Section 506.3 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)

b. Total Building Perimeter = _____________(P).

c. Ratio (F/P) = _________(F/P)

d. W = Minimum width of public way = ________ (W)

2. Unlimited area applicable under conditions of Section 507.

3. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2).

4. The maximum area of open parking garages must comply with Table 406.5.4 .

5. Frontage increase is based on the unsprinklered area value in Table 506.2.

Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B

1.00<

1,5 2,3

STORY

NO.

DESCRIPTION AND

USE

(A)

BLDG AREA PER

STORY (ACTUAL)

(B)

TABLE 506.2

AREA

(C)

AREA FOR FRONTAGE

INCREASE

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED

Mixed Occupancy: No Yes Separation: Hr. Exception:

Accessory Occupancy Classification(s):

Special Provisions: (Chapter 5 - List Code Sections):

Special Uses (Chapter 4 - List Code Sections):

Incidental Uses (Table 509):

(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

Other

Retaining Walls >5' High

Structural

Sprinkler-Standpipe

Mechanical

Plumbing Fire Alarm

Electrical

Civil

Architectural

E-MAILTELEPHONE#LICENSE#NAMEFIRMDESIGNER

Renovation

Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Phased Construction - Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Alteration

Existing

Proposed:

Current:

III

Yes

(Contact the local inspection jurisdiction for additional procedures and requirements. )

I-3

I-4

Condition 1 2

Condition 1 2 3 4 5

e. Percent of frontage increase If = 100[F/P-0.25] x W/30 = _____________ (%).

N/A N/A N/A N/A N/A N/A N/A N/A

EDGECOMBE COUNTY EOC RENOVATION

400 E WALNUT STREET, TARBORO, NORTH CAROLINA 27886

UNKNOWN

N/A B

TIMOTHY D. OAKLEY, ARCHITECT

12,952 597 12,952 N/A N/A N/A

12,952 597 12,952

N/A

N/A N/A

OAKLEY COLLIER ARCHITECTS TIM OAKLEY 5967 252-937-2500 TOAKLEY@OAKLEYCOLLIER.COM

MICHAEL MATTHEWS

MICHAELMATTHEWS@EDGECOMBECO.COM(252) 641-7833

TARBORO

G1.1

RENOVATION (SQ FT)

EXISTING TO REMAIN

6th Floor

5th Floor

NOT APPLICABLE

EXISTING TO REMAIN

N/A

EXISTING TO REMAIN

ATLANTEC

ATLANTEC DAVID WHITNEY 17382 919-571-1111 DAVID@ATLANTECENGINEERS.COM

17382

BRADLEY FELTS 025036

PATRICK MCCABE 051195

919-571-1111 DAVID@ATLANTECENGINEERS.COM

919-571-1111 BRAD@ATLANTECENGINEERS.COM

919-571-1111 PATRICK@ATLANTECENGINEERS.COM

DAVID WHITNEY

LIFE SAFETY LEGEND

MAXIMUM TRAVEL DISTANCE

NOTES:

1. SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION OF DEVICES

AND ADDITIONAL DETAILS INCLUDING MOUNTING AND PLACEMENT.

X XXX

XX XX

OCCUPANCY

SQUARE FEET OF ROOM

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

XX" DOOR / 0.2"

XXX OCC. ALLOWED

XXX ACTUAL

EGRESS WIDTH

EGRESS CAPACITY FACTOR

EGRESS CAPACITY ALLOWED

ANTICIPATED EGRESS LOAD

109 SF

OFFICE

EXISTING EGRESS

DOOR TO REMAIN

EXISTING EGRESS

DOOR TO REMAIN

LIMITS OF WORK

109 SF

OFFICE

376 SF

MEETING

EXISTING EGRESS

DOOR TO REMAIN

428 SF

BREAK ROOM

159 SF

OFFICE

129 SF

OFFICE

LIMITS OF WORK

EXISTING EGRESS

DOOR TO REMAIN

LIMITS OF WORK

EXISTING SHOWER EXISTING TLT

EXISTING SHOWER

EXISTING TLT

EXISTING MECH

EXISTING CLASSROOM

EXISTING FITNESS

EXISTING OFFICE

EXISTING MECHANICAL EXISTING MECHANICAL

EXISTING MULTIPURPOSE SPACE

EXISTING VESTIBULE

EXISTING STORAGE

G S

EXISTING BATHROOM

EXISTING OFFICE EXISTING OFFICE

EXISTING CORRIDOR EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE

EXISTING OFFICE

EXISTING ROOM

EXISTING STORAGE

EXISTING VAULT

EXISTING SUPPLY STORAGE

G S

ARMORY BUILDING

EOC BUILDING

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1/8" = 1'-0"

LIFE SAFETY PLAN

MAXIMUM TRAVEL DISTANCE

70'

M T

N C

DEMOLITION NOTES

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, INCLUDING BURIAL DEPTH, 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. CLEAN AND PREPARE EXISTING SUBSTRATES IN ALL AREAS RECEIVING NEW FLOOR FINISHES AS

REQUIRED BY RENOVATION WORK AND FOR PROPER INSTALLATION OF NEW FINISHES PER

MANUFACTURER'S RECOMMENDATIONS.

9. PERFORM DEMOLITION WORK IN A MANNER SO AS TO MINIMIZE DAMAGE TO EXISTING

SURROUNDING ITEMS TO REMAIN.

10. CUT AND PATCH EXISTING WALLS AS NECESSARY FOR RENOVATION AND DEMOLITION WORK.

WALLS SHALL BE PATCHED TO MATCH ADJACENT EXISTING SURFACES AND PROVIDE A SMOOTH

AND SEAMLESS TRANSITION FROM NEW TO EXISTING.

11. 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.

12. IT IS THE INTENT OF THESE DOCUMENTS THAT "PREPARED" IMPLIES THAT THE EXISTING

CONSTRUCTION SHALL BE MADE READY TO RECEIVE NEW FINISHES IN ACCORDANCE WITH

FINISH MANUFACTURER'S RECOMMENDATIONS.

7 7

6 6

6'-0" 3'-4" 1'-4" 3'-4"

4 4

EXISTING SHOWER EXISTING TLT EXISTING TLT

EXISTING SHOWER

G S

H O

EXISTING FITNESS EXISTING CLASSROOM

EXISTING MECH

EXISTING VESTIBULE

EXISTING STORAGE

G S

EXISTING ROOM EXISTING BATHROOM

EXISTING OFFICE

EXISTING MECHANICAL

G M

EXISTING OFFICE

EXISTING LOCKER

EXISTING CORRIDOR

D1.1

SLAB REPAIR NOTES

1. CONCRETE TO COMPLY WITH AMERICAN CONCRETE INSTITUTE (ACI 318-02 AND ACI 318R-02.

2. CONCRETE TO BE 4 INCH THICK 3000 PSI REINFORCED WITH 6 X 6 - W1.4 X W1.4 WWF AT MID DEPTH.

3. PROVIDE A MINIMUM OF 4" #57 STONE FILL AT ALL LOCATIONS; COORDINATE DEPTH WITH EXISTING

CONDITIONS.

4. PROVIDE REINFORCED 15 MIL VAPOR BARRIER AT ALL LOCATIONS.

5. SEE PLUMBING PLANS FOR LOCATIONS OF PIPING RUNS REQUIRING SLAB CUTS. COORDINATE SLAB

CUTS AND REPAIR WITH PLUMBING.

6. COORDINATE DEPTH OF PIPING WITH PLUMBING AND EXISTING CONDITIONS. NOTIFY ARCHITECT IF

EXISTING CONDITIONS PROHIBIT WORK AS SHOWN ON PLANS.

7. TREAT SOIL UNDER SLAB WITH PROPER TERMITE PROTECTION.

8. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS PER ASTM A615 GRADE 60

(FOR #5 AND LARGER) GRADE 40 (FOR #4 AND SMALLER).

9. WELDED WIRE FABRIC SHALL BE ASTM A 185, WELDED STEEL WIRE FABRIC, PROVIDE SHEET TYPE -

ROLL TYPE NOT ACCEPTABLE.

10. SLAB CUTS FOR PIPING INSTALLATION SHALL BE NO WIDER THAN NECESSARY TO PERFORM WORK

AS SHOWN ON PLANS AND AS REQUIRED BY FIELD CONDITIONS.

11. SLAB CUTS SHALL NOT BE MADE THAT REQUIRE THE REMOVAL OF EXISTING WALL UNLESS

APPROVED IN WRITING BY ARCHITECT PRIOR TO WORK.

12. LOCATION OF EXISTING UNDERSLAB PIPING SHALL BE VERIFIED IN THE FIELD PRIOR TO CUTTING OF

SLAB. LOCATION INCLUDES ESTABLISHING DEPTH OF EXISTING PIPING.

6" VARIES - COORDINATE WITH PME 6"

NEW 4" THICK 3000 PSI CONCRETE SLAB

WITH 6X6-W1.4XW1.4 WWF AT MID DEPTH,

SET FLUSH WITH EXISTING ADJACENT

SLAB.

SAW CUT EXISTING

CONCRETE SLAB.

#4 DOWELS X 1'-0" LONG X 6" EMBED

AT 24" O.C. CORE DRILL AND EPOXY

ANCHOR INTO EXISTING SLAB

TRENCH AS REQUIRED FOR PLUMBING,

FILL AND COMPACT PER PLUMBING

EXISTING SLAB

TO REMAIN

15MIL REINFORCED VAPOR BARRIER,

SEAL TO EXISTING, TYPICAL

4" (MINIMUM) #57 STONE,

TYPICAL

SEE PLUMBING FOR PIPING LOCATIONS AND

SIZES

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DEMOLITION PLAN

8/2/24

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DEMOLITION KEY NOTES

NUMBER DESCRIPTION

1 REMOVE EXISTING RAISED PLATFORM, FINISHES, FRAMING AND ALL RELATED

COMPNENTS COMPLETELY. PATCH EXISTING WALL AND FLOOR AS REQUIRED.

2 REMOVE EXISTING CEILING MOUNTED DEVICES, PATCH CEILING AS REQUIRED.

CORRDINATE WORK WITH PME.

3 REMOVE EXISTING CARPET FLOORING COMPLETELY INCLUDING ALL BONDING AGENTS.

CLEAN AND PREPARE EXISTING SUBFLOOR AS NECESSARY TO RECEIVE NEW FINISHES.

4 REMOVE EXISTING RUBBER/VINYL WALL BASE COMPLETELY INCLUDING ALL BONDING

AGENTS. CLEAN AND PREPARE EXISTING WALLS TO REMAIN AS NECESSARY TO RECEIVE

NEW FINISHES.

5 REMOVE EXISTING CHAIN -LINK FENCINGAND POSTS COMPLETELY, VERIFY ACTUAL

CONDITIONS IN FIELD.

6 REMOVE EXISTING STUD FRAMED WALL AND ALL RELATED COMPONENTS COMPLETELY,

INCLUDING PME, BACK TO EXISTING MASONRY WALL TO REMAIN. PATCH AND REPAIR

EXISTING WALL AS NECESSARY.

7 REMOVE EXISTING WOOD PANNELING AND FURRING COMPLETELY BACK TO EXISTING

MASONRY WALL TO REMAIN. PATCH AND REPAIR WALL AS NECESSARY.

8 SAW CUT AND REMOVE PORTION OF EXISTING MASONRY WALL AND ALL RELATED

COMPONENTS COMPLETELY FOR INSTALLATION OF NEW DOOR. REMOVE EXISTING

MASONRY AS REQUIRED FOR INSTALLATION OF NEW BOND BEAM OVER DOOR.

9 REMOVE EXISTING WINDOW AC, REWORK EXISTING STOREFRONT AND ADD NEW FRAMING

AND GLAZING TO MATCH EXISTING

10 REMOVE EXISTING DOOR AND HARDWARE, EXISTING FRAME TO REMAIN

11 EMOVE EXISTING CEILING TRIM FROM THE ENTIRE LENGTH OF THIS WALL AND REPLACE

WITH NEW TO MATCH EXISTING PAINTED.

12 REMOVE EXISTING TILE FROM JAMBS AT EXISTING OPENING

13 REMOVE AND RELOCATE EXISTING ATTIC ACCESS PANEL

14 CUT NEW OPENING AND ADD FRAMING AS REQUIRED FOR RELOCATED ATTIC ACCESS

PANEL

15 SAW CUT AND REMOVE PORTION OF EXISTING REINFORCED CONCRETE SLAB AS

REQUIRED FOR RENOVATION WORK. SEE PME FOR ADDITIONAL WORK.

1/8" = 1'-0"

DEMOLITION PLAN

1 1/2" = 1'-0"D1.1

1 TYPICAL SLAB REPAIR DETAIL

OFFICE

MEETING

'-0

9'-6 3/4" +/- 9'-6 3/4" +/-

OFFICE

BREAK ROOM

'-6

CORRIDOR

5'-8 3/8"

A1.1

EXISTING TO REMAIN

NO WORK REQUIRED

G T

O R

N N

O W

O R

K R

ED4'-0"

PAINT

6'-0" 3'-4"

1'-4" 3'-4"

PAINT

G S

EXISTING SHOWER EXISTING TLT EXISTING TLT

EXISTING SHOWER

EXISTING FITNESS

EXISTING CLASSROOM

EXISTING MECH

EXISTING OFFICE

EXISTING VESTIBULE

EXISTING STORAGE

EXISTING BATHROOM

EXISTING MULTIPURPOSE SPACE

EXISTING MECHANICAL EXISTING MECHANICAL

EXISTING CORRIDOR

WALL LEGEND

PLAN VIEWMARK REMARKS

INTERIOR STUD WALL | 3 5/8"

2 TOP OF WALL = FULL HEIGHT TO ETR

5/8" TYPE "X" GYPSUM BOARD

3 5/8" 20 GA METAL STUDS AT 16" O.C,

WITH HORIZONTAL BRIDGING AT 48" O.C.

3 1/2" SOUND ATTENUATION BATT

INSULATION FULL HEIGHT

3 5/8"

PLAN VIEWMARK REMARKS

INFIL - EXISTING CMU - 8"

1 TOP OF WALL = ETR

NEW WOOD TRIM TO MATCH EXISTING

8" CMU - MATCH EXISTING - V.I.F. WITH

NEW TO EXISTING ANCHORS AT 16" O.C.

EACH SIDE

TILE TO MATCH EXISTING ON SHOWER

SIDE OF WALL

CEILING TO REMAIN

PLAN VIEWMARK REMARKS

INTERIOR STUD WALL | 3 5/8"

3 TOP OF WALL = FULL HEIGHT TO ETR

5/8" TYPE "X" GYPSUM BOARD

6" 20 GA METAL STUDS AT 16" O.C, WITH

HORIZONTAL BRIDGING AT 48" O.C.

5 1/2" SOUND ATTENUATION BATT

INSULATION FULL HEIGHT

GENERAL NOTES

1. DIMENSIONS THIS PLAN ARE FROM: FACE OF EXISTING TO

CENTERLINE OF NEW STUD WALLS

2. INSTALL SOUND ATTENUATION BATT INSULATION FULL

HEIGHT IN ALL INTERIOR STUD WALLS.

3. VERIFY ALL DIMENSIONS AND SIZES PRIOR TO

CONSTRUCTION.

4. SCHEDULE AND COORDINATE ALL INSPECTIONS REQUIRED.

5. OBTAIN ALL PERMITS REQUIRED.

6. COORDINATE SCHEDULES WITH THE OWNER PRIOR TO

CONSTRUCTION.

7. SEE DOOR SCHEDULE FOR ALL DOOR SIZES.

CONDITIONS VARY - SEE PLAN/LEGEND FOR DESCRIPTION OF MATERIALS, TYPICAL

RECESSED DEVICE BOX, SEE ELECTRICAL FOR DESCRIPTION, TYPICAL

DO NOT PLACE ANY RECESSED DEVICE BOXES BACK TO BACK OR IN SAME

BAY UNLESS PHYSICALLY OR DIMENSIONALLY IMPOSSIBLE

NOTE:

RECESSED DEVICE BOXES IN ADJACENT SPACES TO BE INSTALLED OPPOSITE AND IN

ADJACENT BAY TYPICAL ALL LOCATIONS.

CONTINUOUS TREATED WOOD GROUND, TYPICAL.

DO NOT USE GROUND THICKER THAN WALL BOARD

BASE - SEE FINISH SCHEDULE FOR DESCRIPTION

CONDITIONS VARY, SEE PLAN/LEGEND FOR

DESCRIPTION OF MATERIALS, TYPICAL

CONDITIONS VARY - SEE ROOM FINISH SCHEDULE

FOR DESCRIPTION OF FINISHES

5/8"

WOOD GROUND - NON-RATED WALL

CONTINUOUS BACKER ROD AND ACOUSTICAL

SEALANT, TYPICAL

1. ALL EXISTING COVER PLATES IN WORK AREAS FOR DEVICES TO BE REPLACED WITH ALL NEW SS COVER PLATES.

2. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO INSTALLATION OF FINISHES.

3. FURNISH AND INSTALL TRANSITION STRIP AT ALL FLOOR MATERIAL CHANGES AS SHOWN OR AS REQUIRED.

4. HEIGHT AND PROFILE OF ALL TRANSITIONS STRIPS SHALL COMPLY WITH HANDICAP CODE.

5. COLOR FOR ALL TRANSITION STRIPS SHALL BE AS SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE.

6. INSTALL NEW WOOD TRIM AT CEILING IN OFFICES, CORRIDOR, AND BREAK ROOM. PAINT TO MATCH EXISTING.

7. INSTALL NEW WOOD TRIM THE WIDTH OF THE EXISTING OPENING INFILL AT SHOWER SIDE . TRIM TO MATCH

EXISTING AND BE PAINTED.

8. COORDINATE LOCATION OF ALL TRANSITION STRIPS WITH EXISTING AND NEW CONDITIONS. WHERE POSSIBLE, LOCATE TRANSITION STRIPS UNDER DOOR SLABS. NO EXPOSED SLAB PERMITTED IN FINISHED AREAS.

9. COORDINATE SIZE OF ALL TRANSITION STRIPS WITH FINISH MATERIALS.

FINISH NOTES

18" 36" 33" 39" +/- V.I.F.

38" 126" +/- V.I.F.

PLASTIC LAMINATE

ADJUSTABLE SHELVING

SOLID SURFACE

PLASTIC LAMINATE

ADJUSTABLE SHELVING

BASE

SINK

FINISHED END

FILLER PANEL

MINIMUM

30" CLEAR

6" 2'

-6

A1.1

SINK - SEE PLUMBING FOR DESCRIPTION

SOLID SURFACE COUNTERTOP

FAUCET - SEE PLUMBING FOR

DESCRIPTION

COORDINATE DRAIN AND WATER

SUPPLY STUB-OUTS WITH SINK

" M

1/ 2"

3/4" MARINE GRADE PLYWOOD

SUBSTRATE

PLASTIC LAMINATE

VALANCE

3/4" PLYWOOD, PROVIDE STIFFENERS ,

TYPICAL

3/4" REMOVABLE PLYWOOD

PANEL, COORDINATE WITH

SINK. PLASTIC LAMINATE

FINISH, PROVIDE COVER

CAPS FOR SCREW HEADS

2"X2" FRAMING EACH END

SECURELY ATTACHED TO WALL /

CABINET BASE

CONTINUOUS 2"X4" FRAME,

ANCHOR TO WALL

9"CLEAR

DASHED LINE INDICATES EXTENTS

OF MINIMUM ADA CLEAR SPACE

4" HIGH SOLID SURFACE BACK

SPLASH, SURFACE MOUNTED,

CAULK

25"

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Date Project No.

Sheet No.Drawn By

Checked By

Sheet Title

C a n d le w o o d R o a d R o c ky M o u n t, N C

W e st M a rt in S tr e e t, R a le ig h N

C o p y ri g h t

O a k le y C o lli e r

A rc h it e c ts

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8/2/24

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8/2/24

1/8" = 1'-0"

FLOOR PLAN

1 1/2" = 1'-0"A1.1

1 DETAIL

3" = 1'-0"A1.1

2 DETAIL

FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR BASE

WALLS

CEILING

ROOM

NUMBERNORTH SOUTH EAST WEST

100 MEETING CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 100

101 OFFICE CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 101

102 OFFICE CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 102

200 CORRIDOR CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 200

201 OFFICE CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 201

202 OFFICE CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 202

203 BREAK ROOM CPT RB PT-1 PT-1 PT-1 PT-1 ETR - PATCH/PAINT 203

3/8" = 1'-0"A1.1

3 ELEVATION 130

1" = 1'-0"A1.1

4 DETAIL

OFFICE

MEETING

OFFICE

CORRIDOR

BREAK ROOM

EXISTING TO REMAIN

NO WORK REQUIRED

G T

O R

N N

O W

O R

K R

PATCH AND REPAIR FOR RELOCATION OF

LIGHT FIXTURES AND PAINTED.

EXISTING ATTIC ACCESS HATCH

RELOCATED INTO THE OFFICE

PATCH AND REPAIR FOR RELOCATION OF

LIGHT FIXTURES AND PAINTED.

EXISTING SHOWER EXISTING TLT EXISTING TLT

EXISTING SHOWER

EXISTING CLASSROOM

EXISTING MECH

EXISTING FITNESS

EXISTING MECHANICAL EXISTING MECHANICAL

EXISTING MULTIPURPOSE SPACE

EXISTING OFFICE

EXISTING VESTIBULE

EXISTING STORAGE

EXISTING BATHROOM

G S

PATCH AND REPAIR

FOR RELOCATION OF

LIGHT FIXTURES AND

PAINTED.

PATCH AND REPAIR

FOR RELOCATION OF

LIGHT FIXTURES AND

PAINTED.

PATCH AND REPAIR FOR RELOCATION OF

LIGHT FIXTURES AND PAINTED.

PATCH AND REPAIR FOR RELOCATION OF

LIGHT FIXTURES AND PAINTED.

EXISTING CORRIDOR

ETR

ETR ETR

ETR

PATCH AND REPAIR FOR RELOCATION

OF ATTIC ACCESS AND PAINTED.

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Date Project No.

Sheet No.Drawn By

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Sheet Title

C a n d le w o o d R o a d R o c ky M o u n t, N C

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REFLECTED CEILING

PLAN

8/2/24

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8/2/24

1/8" = 1'-0"

REFLECTED CEILING PLAN

SEE SCHED

6'-0"

D2 F1

SEE SCHED.

. 2"

SEE SCHED.

GENERAL DOOR NOTES

1. ALL HARDWARE SHALL MEET ALL APPLICABLE

HANDICAP CODES.

2. TEMPERED GLAZING SHALL BE USED AS NOTED AND

AS REQUIRED BY CODE.

3. ALL HOLLOW METAL DOOR FRAMES SHALL BE

INSTALLED PER MANUFACTURER FOR PROPER

INSTALLATION AND OPERATION FOR SPECIFIC

APPLICATIONS.

4. DOOR THRESHOLDS SHALL BE 1/2" MAXIMUM HEIGHT.

TYPICAL FOR ALL INTERIOR DOORS

UNLESS DIMENSIONED OTHERWISE

ON PLANS

DOOR, SEE PLAN AND

DOOR SCHEDULE

HINGE SIDE OF DOOR,

TYPICAL

SEE FLOOR PLAN AND WALL LEGEND

FOR DESCRITION OF MATERIALS,

TYPICAL

DOOR - SEE DOOR SCHEDULE

HOLLOW METAL FRAME WITH 3

STUD ANCHORS, TYPICAL

JACK/JAMB STUDS - SEE INTERIOR

HEADER SCHEDULE, TYPICAL

SEE WALL LEGEND/SECTIONS FOR

DESCRIPTION OF MATERIALS, TYPICAL

SEE FLOOR PLAN FOR THROAT DEPTH

CAULK JOINT ALL AROUND EACH

SIDE, TYPICAL

SEE WALL LEGEND/SECTIONS FOR

DESCRIPTION OF MATERIALS, TYPICAL

HOLLOW METAL FRAME, TYPICAL

HEADER - SEE INTERIOR HEADER

SCHEDULE, TYPICAL

DOOR - SEE DOOR SCHEDULE

SEE FLOOR PLAN FOR THROAT DEPTH

CAULK ALL AROUND EACH SIDE, TYPICAL

ATTACH TOP AND BOTTOM TRACKS ALONG

TOP AND FLANGE OF TRACK WITH (2) #10-18

SCREWS AT 8" O.C.

UNPUNCHED STUDS, SIZE AND GAGE

PER SCHEDULE

TOP AND BOTTOM TRACK GAGE

SHALL MATCH HEADER GAGE

FULL HEIGHT JACK STUDS, SEE HEADER

SCHEDULE FOR QUANTITY

2"X2"X16 GAGE CLIP ANGLES X1/2" LESS THAN STUD WIDTH,

ATTACH WITH (3) #10 SCREWS ON EACH LEG TO HEADER AND

JAMB STUDS

JAMB STUDS, SEE HEADER SCHEDULE FOR QUANTITY

NON-LOAD BEARING

OPENING SIZE JACK JAMB

INTERIOR HEADER SCHEDULE

ALL BOXED HEADERS SHALL BE SIZED TO FIT WALL SIZES SHOWN ARE

MINIMUMS.

6" X 20 GA.

3 5/8" X 20 GA.

PROVIDE…

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File details come from the government source that posted it. Updated Aug 7, 2024.