DeVonTolson€¦ · 01 1 a name 01room number room name equipment tag lam laminated lav lavatory mbl marble mo masonry opening mtd mounted mtl metal

01

1

A

NAME01 ROOM NUMBER

ROOM NAME

EQUIPMENT TAG

LAM LAMINATEDLAV LAVATORYMBL MARBLEMO MASONRY OPENINGMTD MOUNTEDMTL METALNIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTERPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPVC POLYVINYL CHLORIDE PLASTICRCP REINFORCED CONCRETE PIPERD ROOF DRAINREINF REINFORCED

EA. EACHEJ EXPANSION JOINTELEV. ELEVATIONEW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXT. EXTERIORFD FLOOR DRAINFF FINISHED FLOORFIN. FINISHEDGL. GLASSHC HANDICAPPEDHTD HAND TOWEL DISPENSERINS. INSULATIONINT. INTERIOR

@ ATØ DIAMETER4' R 4'-0" RADIUSA/C AIR CONDITIONINGAFF ABOVE FINISH FLOORC.I. CAST IRONCJ CONTROL JOINTCMU CONCRETE MASONRY UNITC.O. CLEAN OUTCONC. CONCRETEDF DRINKING FOUNTAINDISP. DISPOSALDN DOWNDS DOWNSPOUTDW DISHWASHER

symbols

CONCRETE

CONCRETE MASONRY UNIT

STEEL

EARTH

GRAVEL

WOOD BLOCKING

RIGID INSULATION

BATT INSULATTION

STONE

FINSHED WOOD

BRASS

BRICK

PLYWOOD

drawing notations

A-000

0

DETAIL NUMBER

SHEET NUMBERA-000

0

section indicator

detail indicator

0

A-000 SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

elevation indicatorDETAIL NUMBER

COLUMN LINE INDICATOR

WINDOW TYPE

DOOR NUMBER

WALL TYPE1

DATUM

01

Index of Drawings Drawing Information

abbreviationsR/W RIGHT OF WAYSECT SECTIONSD SOAP DISPENSERSND SANITARY NAPKIN DISPENSERSNR SANITARY NAPKIN RECEPTORSQ SQUARETC TERRA COTTA PIPETOJ TOP OF JOISTTOM TOP OF MASONRYTOS TOP OF STEELTTD TOILET TISSUE DISPENSERVCT VINYL COMPOSTION TILEVTR VENT THROUGH ROOFW/ WITHWC WATER CLOSET

vicinity map

REVISION DATE IN TITLE BLOCK

REVISION CLOUD

2 HR RATING

4 HR RATING

1

wall ratings

1HR RATING

consultants

WD WOODWWF WELDED WIRE FABRIC

Project Team

owner

WAALT

NORTH CAROLINA REHAB CODE

WORK AREATYPES OF WORKRPR - REPAIRRNV - RENOVATIONALT - ALTERATIONRCN - RECONSTRUCTION

5733

DEVON LEWI S TOLSON

RE

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I S T E R E D A R C HI T

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Ra l e i gh , N .C.

NO

R T H C A R O L I NA

CERT. NO.51221

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N O R T H C A R O L I N A

7-1-16

Heritage SalonFit-up

THIS DOCUMENT IS THE PROPERTY OF DEVON TOLSON ARCHITECTURE, INC

SHEETSOF

USE ONLY FOR THE TITLED PROJECT - ALL RIGHTS RESERVED

REVISIONS

ISSUED / CONSTRUCTION:

ISSUED / REVIEW:

PROJECT NUMBER:DRAWN BY:

OWNER:

Architecture4008 Barrett Drive, Suite 203Raleigh, NC 27609Phone 919-788-0003Fax [email protected]

DeVon Tolson

Inc

10

CS

160001

1

COVER SHEET

DTA

Zebulon, NC10713 Staghound TrailJMJ Commercial Contractors

7-1-16

Wake Forest, NC3117 Rogers Road

Fit-UpHeritage Salon

Plumbing, Mechanical & Electrical

HDM Associates, Inc.135 Hanbury Road West, Suite DChesapeake, Virginia, 23322Phone: 757-410-0682Fax: 757-410-1537email: [email protected]

JMJ Commercial Contractors10713 Staghound TrailZebulon, NC

Cover SheetCS Cover Sheet

Building DataBD1 Building Data - Appendix BBD1.1 Building Data - Life Safety Plan

ArchitecturalA1 Floor PlanA2 Reflected Ceiling Plan

PlumbingP1.0 Plumbing Legend & SchedulesP1.1 Plumbing DetailsP2.0 Plumbing Second Floor Plan WasteP3.0 Plumbing Second Floor Plan Water

MechanicalM1.0 Mechanical Legend & SchedulesM1.1 Mechanical SchedulesM1.2 Mechanical DetailsM2.0 Mechanical Second Floor PlanM3.0 Mechanical Second Floor Plan PipingM4.0 Mechanical Second Floor Piping

ElectricalE1.0 Electrical Legend & SchedulesE1.1 Electrical SchedulesE2.0 Electrical Floor Plan LightingE3.0 Electrical Floor Plan Power

Fire AlarmBy Fire Alarm Contractor

-HDM Associates, Inc.

----

-Richard Thorne, PE

----

-757-410-0682

----

0 - - - - -

-NC #18043

----

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+--

+--

+--

<= 1

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000--

[email protected]

Fit-up of second floor.

Life Safety Plan see sheet BD1.1

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STRUCTURAL DESIGN LOADS

-

-

State of North CarolinaBuilding Code Summary

For all Commercial ProjectsNC 2012 Building Code

Except 1 & 2 Family dwelling and Townhouses

Name of Project:Address:

Lead Design Professional / Project Coordinator: DeVon Tolson, AIA

ArchitecturalCivil

Precast

Mechanical

Electrical

Sprinkler - Standpipe:

Retaining Walls > 5' High Other

Firm License # Telephone #DeVon Tolson Architecture, Inc. NC # 5733 919-788-0003

Construction Type:

Mixed Construction:

I-A

ActualAllowable

+Actual

Allowable+

ActualAllowable

+Actual

Allowable<= 1

Gross Building Area:

BasementGround FloorMezzanine2rd Floor3th Floor

5th Floor

Total

Existing (Sq. Ft) New (Sq Ft) Sub-TotalFloor

4th Floor

a. Open perimeter (min. 20') = b. Total Bldg Perimeter =c. Ratio (F/P) =d. W = Min. width of public way =e. % of frontage Increase If = 100[F/P - 0.25] x W/30 =

1. Open space are increases from Section 506.2 are computed thus:

2. Sprinkler increase per Section 506.3.a. Muti-story bldg I= 200%b. Single Story building I = 300%

4. Max. Bldg Area = total number of stories in building x E not > 3 x E5. Max. area parking garages see 406.3.5 Max area of air traffic control see 412.1.2

3. Unlimited area Group B,F,M,S,A-4, Section (507.1, 507.2, 507.3, 507.4, 507.7)

(F)(P)

(F/P)W

CodeReference

Shown on PlansAllowable(Table 503) Increase for Sprinklers

Bldg Height in FeetBuilding Height in Stories

Type of Construction

Building Data

RatingReq'd*

Detail #And

Sheet #

Design # For

RatedAssembly

FireSeparationDistance

(Feet)

Design # For

RatedPenetration

Design # For

RatedJoints

Building Element

Bearing Walls ExteriorNorthSouthEastWest

Interior Bearing WallsNonbearing Wall Exterior

Floor Construction, including supporting

NorthSouthEastWest

Interior Non Bearing Walls

Providedw/ Reduction

Type Type FeetStories

Feet=H+20'=Stories+1= S =

Emergency Lighting:Exit Signs:Fire Alarm:Smoke Detection System:

LIFE SAFETY SYSTEM REQUIREMENTS

YesNoYesNoYesNoYesNo

Minimum Number of Exits

RequiredPlans

Floor , Room or

EXIST REQUIREMENTS

Space Shown on

Travel Distance Arrangements of Means of Egress

DistanceAllowable Travel

DistanceActual Travel

Between ExitsRequired Distance

Shown on Actual Distance

(A)Area

Occupant

Use Group orSpace Area per

(C) Exit Width

OccupantsNumber of

Per OccupantEgress Width Required Width

On PlansActual Width

(B)

Stair Level Stair Level Stair Level

Owner of Authorized Agent:DeVon Tolson, AIA Telephone: 919-788-0003Fax: 919-788-1119

Owned By:Code Enforcement Jurisdiction: City

City/CountyCity / CountyState

CountyPrivate

Suite #

Fire AlarmPlumbing

IV-HTI-BV-A

II-AV-B

II-B III-A

No Type:YesSprinklers: No Yes NFPA 13 NFPA 13R

Standpipes: YesNo Class I II III Wet DryFire District: YesNo (Appendix D) Flood HazardBuilding Height:Basement YesNo

Stories

404 406402 403 405 407 408413 415412 414

Group A motion picture (507.10); Malls (507.11); and H-2 air craft paint hangers (507.8).

Shafts - OtherShafts - OtherCorridor SeparationOccupancy SeparationParty / Fire Wall Separation

Number & Arrangement of Exits

Table 1015.1

2 1,3

1. Corridor dead ends (Section 1017.3)2. Single exist (Section 1015.1; Section 1019.2)3. Common Path of Travel (Section 1014.3)

1 1

2,3,4,5

TBL 1003.2.2.2

1. See Table 1004.1.1 to determine whether net or gross area is applicable.2. Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door width (Section 1008.1.1)3. Minimum width of exit passageway (Section 1021.2)4. The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required(Section 1005.1)5. Assembly occupancies (Section 1025)

Email:

Name of Jurisdiction:

PROJECT SUMMARY

Building Description:

Scope of Work:

Code Compliance Summary:

Alternative Means of Compliance Request:

StructuralTrusses

Note: Special Inspections & Inspectors to be listed at the end of Appendix B

Building Code:

2006 Chapter 34 (Attach Summary)2009 NC Rehab

1995 Existing Building Code Vol 9

2009 NC Rehab

New Building:AdditionNew Construction

Alteration to ShellShell Building First Time Interior Completion

Existing Building:ReconstructionRenovation

RepairInterior Completion Tenant Alteration

Change of Use Tenant SpaceAlteration to ShellChange of Occupancy

Note: Zoning review may be required for Change of Use or OccupancyConstructed :Renovated:

OccupancyStory (A)

Bldg AreaPer Story(Actual)

(B)Table 503

Area

5 (C)% OpenSpace

Increase1

(D)%

SprinklerIncrease 2

(E)AllowableArea or

Unlimited3

(F)MaximumBuildingArea4

Both Building & Tenant Must be Indicated on Chart Below

No.

Ratio ofActual

Allowable

SeparationRating

Required

This Section Required For All Projects

III-B

Partially SPK Special Suppression

Mezzanine: YesNoHigh Rise: YesNo

Area of Project Tenant / Alteration / Renovation:Area of Construction:

FIRE PROTECTION REQUIREMENTSThis Section Required For All Projects

Structural frame including columnscolumns, girders, trusses

beams and joist. List Construction type.Floor Ceiling AssemblyColumns Supporting Floors

Roof Construction, including supporting beams and Joist**Roof Ceiling AssemblyColumns supporting RoofShafts - Exit

Incidental Use SeparationDwelling / sleeping unit SeparationSmoke Barrier SeparationTenant Separation* Indicate section number permitting reduction

PERCENTAGE OF WALL OPENING CALCULATIONThis Section For Additions, New and Change of Use

Allowable openings per Table 704.8

WALL LEGENDSThis section required for all projects

Smoke Barriers 709Fire Partition 708

Shaft Enclosure 707Fire Wall 705 Fire Barriers 706

Check if the following are present and indicated by a wall legend on all plans.Smoke Partition 710

This Section For All Project

Panic Hardware: YesNo

This Section For All Project

OCCUPANT LOAD & EXIT WIDTHThis Section For All Project

ASSEMBLY OCCUPANCY INFORMATIONThis Section For Assembly Use Area(s)

Space Area - SF Occupant Occupant Exit ExitDescription Load Factor Load Width Quantity

Total:

Occupancy Use

Water ClosetM

Urinals Lavs Showers &Tubs

Drinking FountainsRegularF M F Accessible

Total RequiredTotal Provided

PLUMBING FIXTURE REQUIREMENTSThis Section For All Projects

Building DrainSize

Number of

Drains

WaterService SizeBuilding

Total

LoadFixture Unit

Number of

ServicesWater

Total

Unit LoadFixture

Notes

MECHANICAL SUMMARY

2006 North Carolina State Building Code (NCSBC)

2009 Chapter 34 (Attach Summary)

Table 601Table 503Table 503

H=

DeVon Tolson, AIAFirm

419 420 421

Doors Plans

(Section 1015.2)

(A/B x C)

Structure Conforms to " conventional Light Frame Provision of 23081. ___Yes, continue ____NO, Go to Line 92. Roof Live Load = ____PSF3. Floor Live Load = ____PSF4. Ground Snow Load (Pg) = ____PSF5. Basic Wind Speed, 3 sec. Gust = ____PSF6. Seismic Site Class = ____7. Seismic Design Category = ____8. Go to Line 449. Live Load10. Floor Live Load (indicate area) = ____PSF11. Floor Live Load (indicate area) = ____PSF12. Floor Live Load (indicate area) = ____PSF13. Live Load Reduction used in Design Yes No14. Roof Live Load = ____PSF15. Roof Snow Load Data16. Flat-roof Snow Load (Pf) ____PSF17. Snow Exposure Factor (Ce) = ____18. Snow Importance Factor (Is) = ____19. Thermal Factor (Ct) = ____20. Wind Design Data21. Basic Wind Speed, 3 sec. gust = ____ MPH22. Wind Importance Factor (Iw) = ____ (If multiple exposures are used indicated direction)23. Wind Exposure = ____24. Internal Pressure Coefficient ____25. Components and Cladding Loads = ____ (if elements are not designed by the registered design professional)26. Wind Base Shear Wx ____ KIPS27. Wind Base Shear Wyx = ____ KIPS28. Earthquake Design Data29. Seismic Important Factor (ie) = ____30. Seismic Use Group = ____31. Mapped Spectral Response Accel. Ss ____32. Mapped Spectral Response Accel. S1 ____33. Site Class = ____ (Provide soils report if Site Class is not "D")34. Spectral Response coefficient, sds = ____35. Spectral Response Coefficient, Sd1 = ____36. Seismic Design Category = ____37. Building (Structural ) System ____38. Basic Seismic Force Resisting System ____39. Seismic Response Coefficient ( Cs) = ____40. Response Modification Factor, R = ____41. Analysis procedure Used = ____42. Seismic Base Shear, Sx ____ KIPS43. Seismic Base Shear, Sy ____ KIPS44. Soil Data45. Presumptive Soil Bearing Pressure = ____ PSF46. Bearing Pressure per Soils Report = ____ PSF47. Deep Foundation Type ____48. Deep Foundation Allowable Loads ____ Tons, downward49. Uplift ____ KIPS50. Lateral ____ KIPS

ENERGY REQUIREMENTS:The following data shall be considered minimum and any special attribute required to meet the energy code shall alsobe provided. Each Designer shall furnish the required portion of the project information for the plan data sheet. Ifenergy cost budget method, state the annual energy cost budget vs. allowable annual energy cost budget.

Thermal ZoneMethod of Compliance: Prescriptive (Energy Code)

Description of assemblyRoof / Ceiling Assembly

U-Value of total assemblyR-Value of insulationSkylights in each assembly

U-Value of skylightTotal square footage of skylights

Description of assemblyExterior Walls

U-Value of total assemblyR-Value of insulationOpenings (windows of doors with glazing)

U-Value of AssemblyShading CoefficientProjection factorLow e required if applicable

Door R-Value

Description of assemblyWalls Adjacent to Unconditioned Space


U-Value of AssemblyLow e required, if applicable

Door R-Value

Description of assemblyWalls Below Grade

U-Value of total assemblyR-Value of insulation

Description of assemblyFloors Over Unconditioned Space

U-Value of total assemblyR-Value of insulation

Description of assemblyFloors Slab on Grade

U-Value of total assemblyR-Value of insulationHorizontal / Vertical RequirementSlab heated

ENERGY SUMMARY This Section For New, Addition, Change of Use, and Interior Completion

ELECTRICAL SUMMARY ELECTRICAL SYSTEM AND EQUIPMENT

Lighting ScheduleLamp type required in fixture:Number of Lamps in fixture:Ballast type used in the fixture:Number of ballast in fixture:Total wattage per fixture:Total interior wattage specified vs. allowed:Total exterior wattage specified vs. allowed:

Additional Prescriptive Compliance506.2.1 More Efficient Mechanical Equipment506.2.2 Reduced Lighting Power Density506.2.3 Energy Recovery Ventilation System506.2.4 Higher Efficiency Service Water Heating506.2.5 On-Site Supply of Renewable Energy506.2.6 Automatic Daylight Control System

MECHANICAL SYSTEMS, SERVICE SYSTEM AND EQUIPMENTThermal Zone

Winter dry bulb:Summer dry bulb:

Interior Design ConditionsWinter dry bulb:Summer dry bulb:Relative Humidity:

Building Heating Load:Building Cooling Load:Mechanical Spacing Conditioning System

Unitary:Description of Unit:Heating efficiency:Cooling efficiency:

Boiler:Total boiler output. If oversized, state reason:

Chiller:Total Chiller capacity. If oversized, state reason:

List equipment efficienciesEquipment schedules with motors (mechanical systems)

Motor horsepower:Number of phases:Minimum efficiency:Motor type:# of poles:

2009 North Carolina State Building Code (NCSBC)2012 North Carolina State Building Code (NCSBC)

NFPA 230, ESFR

Description of assemblyExterior Walls


U-Value of AssemblyShading CoefficientProjection factorLow e required if applicable

Door R-Value

Original Use:Current Use:Proposed Use:

Allowable AreaOccupancy:

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

Factory F-1 F-2 Education

Hazardous H-3 H-5 H-1 H-2 H-4 Institutional I-3I-1 I-2 I-4

I-3 Use Condition 31 2 4

Residential R-2R-1 R-3Mercantile

5

R-4S-2 S-1 Storage High pile

Repair Garage(406.6)Open (406.3)

Utility & MiscellaneousEnclosed (406.4)

S-1 Special ConditionS-2 Special Condition - Parking Garage:

Accessory Occupancies:Assembly A-1 A-2 A-3 A-4 A-5Business

Factory F-1 F-2 Education

Hazardous H-3 H-5 H-1 H-2 H-4 Institutional I-3I-1 I-2 I-4

I-3 Use Condition 31 2 4

Residential R-2R-1 R-3Mercantile

5

R-4S-2 S-1 Storage High pile

Repair Garage(406.6)Open (406.3)

Utility & MiscellaneousEnclosed (406.4)

S-1 Special ConditionS-2 Special Condition - Parking Garage:

Incidental Uses (Table 508.2.5)Furnace room where any piece of equipment is over 400,000 BTU per hour input.Rooms with boilers where the largest piece of equipment is 15 psi & 10 horsepower.Refrigerant machine room.Hydrogen cutoff rooms, not classified as Group HIncinerator RoomPaint shops, not classified as Group H, located in occupancies other than Group F.Laboratories & vocational shops, not classified as Group H, located in Group E or I-2.Group I-3 cells equipped with padded surfaces.Group I-2 waste & linen collection rooms.Waste & linen collection rooms over 100 square feet.Stationary storage battery systems having a liquid electrolyte capacity of more than 50

gallons or lithium capacity of 1,000 lbs. used for facility standby power, emergencypower or uninterrupted power supplies.

Rooms containing fire pumps.Group I-2 storage rooms over 100 square feet.Group I-2 commercial kitchensGroup I-2 laundries equal to or less than 100 square feet.Group I-2 rooms or spaces that contain fuel-fired heating equipment.

Special Uses:

422

409415422

416423

410416

426

411416

427417 418

424 425

509.3 509.5509.2 509.4 509.6 509.7Special Provisions: 509.8 509.9

Mixed Occupancy: No Yes Separation: Exception:Incidental Use Separation (508.2.5)This separation is not exempt as a Non-separated Use (see exceptions).

Non-Separated Use (508.3)The required type of construction for the building shall be determined by applying theheight and area limitations for each of the applicable occupancies to the entirebuilding. The most restrictive type pf construction, so determined, shall apply to theentire building.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 rations ofthe actual floor area of each use divide by the allowable floor area for each use shallnot exceed 1.

Allowable Height

Partial

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet : Fire and /or smoke rated wall locations (Chapter 7)Assumed & real property line locationsExterior wall opening area with respect to distance to assumed property line (705.8)Existing structures within 30' of the proposed buildingOccupancy types for each area as it relates to occupant load calculation (Tbl 1004.1.1)

Exit access travel distance (1016)Common path of travel distance (1014.3 & 1028.8)Dead end lengths (1018.4)Clear exit widths for each exit doorMaximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1)Actual occupant for each exit door A 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(108.1.10)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

ACCESSIBLE DWELLING UNITS

Total Units Accessible

Required

Type AUnitsUnits

(Section 1107)

Accessible

ProvidedUnits

Required

Type AUnits

Provided

Type BUnits

Required

Type BUnits

Provided

Total UnitsAccessibleProvided

ACCESSIBLE PARKING

ParkingArea

Total # of Parking SpacesRequired Provided

# of Accessible Spaces ProvidedRegular with 5' Van Spaces with 8'

Total # Accessible

Access Aisle 132" AISLE Provided

Total

8' AISLE

(Section 1106)

Performance (Energy Code)Prescriptive (ASHRAE 90.1)Performance (ASHRAE 90.1)Thermal Envelope

3 4 5

STRUCTURAL DESIGN

Importance Factors: Wind (Iw)Snow (Is)Seismic (Ie)

DESIGN LOADS:

Live Load: RoofMezzanineFloor

Ground Snow Load:

Wind Load: Basic Wind SpeedExposure CategoryWind Base Shears (for MWFRS)

mph (ASCE-7)

SEISMIC DESIGN CATEGORY: A B C DProvide the following Seismic Design Parameters:

Occupancy Category (Tbl 1604.5) I II III IVSpectral Response Acceleration Ss %g Si %gOccupancy Category (Tbl 1604.5) A B C D E F

Data Source: Field Test Presumptive Historical DataBasic structural system (check one)

Bearing WallBuilding FrameMoment Frame

Dual w/ Special Moment FrameDual w/ Intermediate R/C or Special SteelInverted Pendulum

Seismic Base shear: Vx VyAnalysis Procedure: Simplified Equivalent Lateral Force DynamicArchitectural, Mechanical Components anchored? YES NO

LATERAL DESIGN CONTROL: Earthquake Wind

SOIL BEARING CAPACITIES:Field Test (provide copy of test report)Presumptive Bearing capacityPile size, type and capacity

psfpsf

SPECIAL INSPECTIONS REQUIRED: YES NO

SPECIAL APPROVALS

Special approval:(Local Jurisdiction, DOI, OSC, DPI, DHHS, etc.

Method of Compliance: Prescriptive (Energy Code)Performance (Energy Code)Prescriptive (ASHRAE 90.1)Performance (ASHRAE 90.1)

Occupancy Load for each area.Office building, B - Business occupancy, type VB (steel frame wood truss), construction, 2 stories.

- - --HDM Associates, Inc. Richard Thorne, PE 757-410-0682NC #18043HDM Associates, Inc. Richard Thorne, PE 757-410-0682NC #18043

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DEVON LEWI S TOLSON

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7-1-16--Business

-2-------

TenantBusiness-------

-8,197-------

-9,000-------

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-------------UL-WL-1001UL-U419BD1.111-UL-C-AJ-1020UL-U905BD1.111------------------------------------------------

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Business - 82 people 41M & 41 F--

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1---11

--11.5

Heritage Salon3117 Rodgers Road

JMJ Comc. Cont.

Wake Forest

35'-0" 2

339'376

0.90130'

100[0.901-0.25] x 1 = 65%

VB40'-0"2

VB--

235'-0"

8,197

8,187

8,213

8,197

16,410

Fit-up

8,187

8,187

N/A

ELEVATOR


SHEETSOF


REVISIONS


ISSUED / REVIEW:


OWNER:


DeVon Tolson

Inc

10

BD1

160001

1

BUILDING DATA

DTA


7-1-16



SEE M-1

SEE E-1

AutoCAD SHX Text

5733

207SALON

201CORRIDOR

204SALON

205SALON206

SALON

208SALON

209STAIR

210SALON

211SALON

212SALON

213SALON

214SALON 215

SALON216SALON

217SALON

218SALON 219

SALON

220SALON221

SALON

222SALON

223SALON

224BREAK ROOM

225SALON

226SALON

227SALON

228SALON

229SALON

230STAIR

231SALON

232SALON

233SALON

234SALON235

SALON

237WOMEN

240SALON

241ELEVATOR

239SALON

238MEN

202M / W203

LAUNDRY

WALL LEGEND

PLAN NORTH

1 HR

2 HR

DIAGONALDISTANCE133'-2"

DISTANCE BETWEEN

EXITS 71'-0"

TRAVEL DISTANCE68'-6"

LOAD

: 41

CAP

: 160

LOAD

: 41

CAP

:160

12'-1"DEAD END

12'-1"DEAD END

COMMONPATH

23'-6"

COMMONPATH

24'-5"

11'-10"DEAD END

14'-2"DEAD END

13'-1

"D

EAD

EN

D

3 5/8 METALSTUDS 25 GA@ 16" OC

EXTEND STUDS &GWB TO SUB-CEILING@ WALL TYPE 2

9'-0

"

LAY-INCEILING

3" BATTINSULATION

12'-0

"

USE 'J' RUNNER @HEAD 14" DEFLECTION

WOOD TRUSSGWB SUB-CEILINGSHELL BUILDING

9'-0

"

25 GA @ 16" OC - MAX HEIGHT 16'-9" 24" OC - MAX HEIGHT 13'-6"22 GA @ 16" OC - MAX HEIGHT 20'-0" 24" OC - MAX HEGHT 17'-9"20 GA @ 16" OC - MAX HEIGHT 21'-9" 24" OC - MAX HEIGHT 19'-0"

5/8" GYPSUM BOARDSINGLE SIDE

3 5/8 METALSTUDS @ 16" OC

RUN WALL PASTCEILING

5733

DEVON LEWIS TOLSON

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R T H C A R O L I N A

7-1-16

01 1/8"= 1'-0"

LIFE SAFETY PLAN


SHEETSOF


REVISIONS


ISSUED / REVIEW:


OWNER:


DeVon Tolson

Inc

10

BD1.1

160001

1

LIFE SAFETY PLAN

DTA


7-1-16



02 1/2"= 1'-0"

WALL TYPE

3 58" METAL STUDS1

3 58" METAL STUDS2

FULL HEIGHT

3 58" METAL STUDS3Max Pipe Annular F T

or Conduit Space Rating RatingDiam In. In. Hr Hr1 0 to 3/16 1 or 2 0+, 1 or 21 1/4 to 1/2 3 or 4 3 or 44 0 to 1-1/2 1 or 2 06 1/4 to 1/2 3 or 4 012 3/16 to 3/8 1 or 2 0+When copper pipe is used, T Rating is 0 h.MINNESOTA MINING & MFG CO --CP 25WB+.*Bearing the UL Classification Mark

System No. W-L-1001(Formerly System No. 147)F Ratings -- 1, 2, 3 and 4 Hr (See Items 2 and 3)T Ratings -- 0, 1, 2, 3, and 4 Hr (See Item 3)L Rating At Ambient -- less than 1 CFM/sq ftL Rating At 400 F -- less than 1 CFM/sq ft

1. Wall Assembly -- The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall 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:A. Studs -- Wall framing may consist of either wood studs (max 2h fire rated assemblies) or steel channel studs. Wood studs toconsist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by4 in. lumber end plates and cross braces. Steel studs to be min3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.B. Gypsum Board* -- Nom 1/2 or 5/8 in. thick, 4 ft. wide withsquare or tapered edges. The gypsum wallboard type, thickness,number of layers, fastener type and sheet orientation shall be asspecified in the individual U300 or U400 Series Design in the ULFire Resistance Directory. Max diam of opening is 13-1/2 in.2. Pipe or Conduit -- Nom 12 in. diam (or smaller) Schedule 10 (orheavier) steel pipe, nom 12 in. diam (or smaller) service weight (orheavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (orheavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steelconduit, nom 4 in. diam (or smaller) steel electrical metallic tubing,nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing ornom 1 in. diam (or smaller) flexible steel conduit. When copper pipe isused, max F Rating of firestop system (Item 3) is 2 h. Steel pipes orconduits larger than nom 4 in. diam may only be used in walls constructedusing steel channel studs. A max of one pipe or conduit ispermitted in the firestop system. Pipe or conduit to be installed nearcenter of stud cavity width and to be rigidly supported on both sidesof wall assembly.3. Fill, Void or Cavity Material* -- Caulk -- Caulk fill material installedto completely fill annular space between pipe or conduit and gypsumwallboard and with a min 1/4 in. diam bead of caulk applied to perimeterof pipe or conduit at its egress from the wall. Caulk installed symmetricallyon both sides of wall assembly. The hourly F Rating of thefirestop system is dependent upon the hourly fire rating of the wallassembly in which it is installed, as shown in the following table. Thehourly T Rating of the firestop system is dependent upon the type orsize of the pipe or conduit and the hourly fire rating of the wall assemblyin which it is installed, as tabulated below:

Design No. U419Nonbearing Wall Ratings -- 1, 2, 3 or 4 Hr (See Items 3 & 4)

1. Floor and Ceiling Runners -- (Not shown) -- Channel shaped, fabricatedfrom min 25 MSG (min 20 MSG when Item 4A is used) corrosionprotectedsteel, min width to accommodate stud size, with min 1 in.long legs, attached to floor and ceiling with fasteners 24 in. OC max.2. Steel Studs -- Channel shaped, fabricated from min 25 MSG (min 20MSG when Item 4A is used) corrosion-protected steel, min width asindicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaceda max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assemblyheight.3. Batts and Blankets* -- (Required as indicated under Item 4) -- Mineralwool batts, friction fitted between studs and runners. Min nomthickness as indicated under Item 4. See Batts and Blankets (BKNV orBZJZ) Categories for names of Classified companies.3A. Batts and Blankets* -- (Optional) -- Placed in stud cavities, any glassfiber or mineral wool insulation bearing the UL Classification Markingas to Surface Burning Characteristics and/or Fire Resistance. See Battsand Blankets (BKNV or BZJZ) Categories for names of Classified companies.-- --4. Gypsum Board* -- Gypsum panels with beveled, square or taperededges, applied vertically or horizontally. Vertical joints centered overstuds and staggered one stud cavity on opposite sides of studs. Verticaljoints in adjacent layers (multilayer systems) staggered one stud cavity.Horizontal joints need not be backed by steel framing. Horizontal edgejoints and horizontal butt joints on opposite sides of studs need not bestaggered. Horizontal edge joints and horizontal butt joints in adjacentlayers (multilayer systems) staggered a min of 12 in. The thickness andnumber of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of WallRating Min Stud No. of Layers Min Thkns

Depth & Thkns of Insulationof Panel (Item 3)

1 3-1/2 1 layer, 5/8 in. thick Optional1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in.1 1-5/8 1 layer, 3/4 in. thick Optional2 1-5/8 2 layers, 1/2 in. thick Optional2 1-5/8 2 layers, 5/8 in. thick Optional2 3-1/2 1 layer, 3/4 in. thick 3 in.3 1-5/8 3 layers, 1/2 in. thick Optional3 1-5/8 2 layers, 3/4 in. thick Optional3 1-5/8 3 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 1/2 in. thick Optional4 2-1/2 2 layers, 3/4 in. thick 2 in.

CANADIAN GYPSUM COMPANY --1/2 in. thick Type C,IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1,IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick TypeIP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODEWRC.UNITED STATES GYPSUM CO --1/2 in. thick Type C, IP-X2,IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1,AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick TypeIP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODEWRC.USG MEXICO S A DE C V --1/2 in. thick Type C, IP-X2,IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2,IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Type IP-X3,ULTRACODE, ULTRACODE SHC or ULTRACODE WRC.4A. Gypsum Board* -- (As an alternate to Item 4) -- 5/8 in. thick gypsumpanels, installed as described in Item 4 with Type S-12 steel screws. Thelength and spacing of the screws as specified under Item 5.CANADIAN GYPSUM COMPANY --Type FRXUNITED STATES GYPSUM CO --Type FRX4B. Gypsum Board* -- (As an alternate to Items 4 and 4A) -- 5/8 in.thick, 2 ft. wide, tongue and groove edge, applied horizontally as theouter layer to one side of the assembly. Secured as described in Item 5.Joint covering (Item 7) not required.CANADIAN GYPSUM COMPANY -- Type SHX.UNITED STATES GYPSUM CO --Type SHX.USG MEXICO S A DE C V -- Type SHX.5. Fasteners -- (Not shown) -- Type S or S-12 steel screws used to attachpanels to studs (Item 2) or furring channels (Item 6). Single layer systems:1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally,or 8 in. OC along vertical and bottom edges and 12 in. OC in thefield when panels are applied vertically. Two layer systems: First layer-1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in.thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in.,5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16in. OC with screws offset 8 in. from first layer.Three-layer systems:First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC.Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offsetmin 6 in. from layer below. Four-layer systems: First layer- 1 in. longfor 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer-2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thickpanels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thickpanels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screwsoffset min 6 in. from layer below.6. Furring Channels -- (Optional, not shown, for single or double layersystems) -- Resilient furring channels fabricated from min 25 MSGcorrosion-protected steel, spaced vertically a max of 24 in. OC. Flangeportion attached to each intersecting stud with 1/2 in. long Type S-12steel screws. Not for use with Item 4A.7. Joint Tape and Compound -- Vinyl or casein, dry or premixed jointcompound applied in two coats to joints and screw heads of outer layers.Paper tape, nom 2 in. wide, embedded in first layer of compoundover all joints of outer layer panels. Paper tape and joint compoundmay be omitted when gypsum panels are supplied with a square edge.8. Siding, Brick or Stucco -- (Optional, not shown) -- Aluminum, vinylor steel siding, brick veneer or stucco, meeting the requirements oflocal code agencies, installed over gypsum panels. Brick veneerattached to studs with corrugated metal wall ties attached to each studwith steel screws, not more than each sixth course of brick.9. Caulking and Sealants* -- (Optional, not shown) -- A bead of acousticalsealant applied around the partition perimeter for sound control.UNITED STATES GYPSUM CO --Type AS*Bearing the UL Classification Mark

207SALON

201CORRIDOR

204SALON

205SALON206

SALON

208SALON

209STAIR

210SALON

211SALON

212SALON

213SALON

214SALON 215

SALON216SALON

217SALON

218SALON 219

SALON

220SALON221

SALON

222SALON

223SALON

224BREAK ROOM

225SALON

226SALON

227SALON

228SALON

229SALON

230STAIR

231SALON

232SALON

233SALON

234SALON235

SALON

237WOMEN

240SALON

241ELEVATOR

239SALON

238MEN

202M / W

201

202203

204205206

207

208

209

210

211212 213 214 215 216 217

218

219

220

221

222

223224225

226227228

229

230

231

232233

234 235

236237

2

2

2

1

22

2

2

2

2

3

3 TYPICALTYPICAL

203LAUNDRY

WALL LEGEND

GENERAL NOTES

1. ALL WORK TO CONFORM TO THE NORTH CAROLINABUILDING CODES.

2. ALL WORK TO BE PERFORMED BY A LICENSEDCONTRACTOR.

3. THE CONTRACTOR SHALL FIELD VERITY EXISTING CONDITIONAND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

4. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS.5. DIMENSIONS NOTED AS HOLD ARE FIRM DIMENSIONS.6. ALL DIMENSIONS ARE FROM FINISH WALL TO FINISH WALL.7. LAYOUT ALL WALLS & VERIFY CLEARANCES WITH EQUIPMENT

PURCHASED BEFORE AND INSTALLING.

PLAN NORTH

1 HR

2 HR

CENTER WALLON MULLION

CENTER WALLON MULLION

13'-6" 13'-7" 12'-3" 12'-3"

A1

11

13'-7" 13'-6"

12'-8" 12'-8"

12'-9" 12'-6" 12'-7" 12'-9"

2'-0

1 2"

2'-3

5 8"

45°

6'-0"

11'-4"11'-7"

6'-0"

11'-4" 11'-7"

10'-1

0"5'

-6"

11'-2

"11

'-2"

5'-6

1 2"6'

-9"

14'-3

"

2'-4"

4'-0

"7'

-4"

2'-512"

ALIGN

12'-3"17'-1"11'-0"14'-8"14'-8"12'-3"

2'-512"

19'-3

1 2"47 8"

12'-9

3 4"

4'-0

"

13'-712" 13'-71

2"

19'-4

"12

'-91 8"

15'-3

"47 8"

13'-0

1 4"

4'-0

"

11'-6" 11'-212"

4'-0

"

15'-3

"13

'-01 4"

11'-212" 11'-6"

15'-3" 15'-3"

3'-4

1 2"

8'-2"

A1

04

A1

05

6'-4"

8. RELOCATION OF SINKS OR SALON CHAIRS - COORDINATE WITHELECTRICAL PLANS AND LOCATION OF GFI.

9. SEE SHEET BD1 & BD1.1 FOR WALL TYPES AND DEFINITION.10. VERIFY HCP CLEARANCES BEFORE INSTALLING GWB.11.ROOF PENETRATIONS BY LICENSED ROOFING

CONTRACTOR.(VERIFY IF ROOF IS UNDER WARRANTY)12. THE CONTRACTOR WILL INSTALL ALL MATERIALS IN

ACCORDANCE WITH THE MANUFACTURE'SRECOMMENDATIONS.

DOOR AND FRAME SCHEDULE

MARK Type

WD HGT THK

SIZE

MATL Glazing

WD HGT

LOUVER

DOOR

MATL EL

HEAD JAMB SILL

DETAIL

FRAME

FIRE

RATING

LABEL

Hardware NOTES

201202203204205206207208209210211212213214215216217218219220221222223224225226227229230231232233234235236237

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7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"

1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"

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TEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPERED

000000000000000000000000000000000000

0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"

HMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHM

F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1F-1

------------------------------------------------------------------------

J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1J-1

------------------------------------------------------------------------

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--TRANSLUCENT FILMTRANSLUCENT FILM

--------------------------------------------

TRANSLUCENT FILMTRANSLUCENT FILM

------------------

ROOM FINISH SCHEDULE

Number Name Floor Floor Fin Base Base Fin

N North Fin S South Fin E East Fin W West Fin

WALLS

MATL

CEILING

NOTES

201202203204205206207208210211212213214215216217218219220221222223224225226227228229231232233234235237238239240242

CORRIDORM / W

LAUNDRYSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALONSALON

BREAK ROOMSALONSALONSALONSALONSALONSALONSALONSALONSALONSALON

WOMENMEN

SALONSALON

STORAGE

CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETE

HP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCTHP-VCT

WDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWD

PAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINTPAINT

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A B C

6"

6"10

"

6"

6"10

"

F-1

2"

2"

3 5/8" MTL STUDSDOUBLE AT FRAME

534"

1916

"

2"

1 2"

STANDARD HM FRAME

11516

"21 4"

58" GYP. BD. TYP.

JAMB J-1

202M / W

A107 OPP

O6 OPP

237WOMEN

238MEN

A1

07 OPP

06 OPP A1

07

06

7'-1" 7'-1"

6'-9

"

1'-3

"

4'-512"

1'-6"

4'-0

"

3'-0

"

3'-4

"

29"

34"

1'-0"2'-0"

3'-0"

#1

#2#3

#4

#5

#7

#8

# ITEM MODEL #1 SOAP B-20132 PAPER TOWEL B-2623 GRAB BAR B-6086 x 364 GRAB BAR B-6086 x 425 GRAB BAR B-6086 x 186 NOT USED7 TOILET PAPER B-28908 MIRROR B-165 18"X36"

BOBRICK WAS USED AS STANDARDPROVIDE ANCHOR PLATE BEHIND GWBFOR GRAB BARS

3'-0

"

TPD

3'-6" 1'-0"

1'-6

"3'

-4"

3'-4"

11 2"

2'-0"

1'-6

"

3'-6"

#5

#4#3

#7

2'-1

0"1'

-8"

2'-6

"

2'-0" 1'-0" 3'-0" 3'-0"

1'-0

"

3'-0" 1'-6" 1'-6"CORNERCABINET

CORNERCABINET

REF.

DRAWERCABINET

4"

FILLER

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

2'-1

0"1'

-8"

2'-6

"

2'-0" 2'-6" 3'-6" 2'-6" 2'-0"

1'-6

"

CORNERCABINET

CORNERCABINET

CORNERCABINET

CORNERCABINET

SINKCABINET

4"

3'-0" 3'-0" 3'-0"

2'-1

0"1'

-8"

2'-6

"

2'-0"1'-0"3'-0"3'-0"

CORNERCABINET

CORNERCABINET

FILLER

GLASS

MULLION MATEW/ SPRING

WALL ENDCAP

GASKET

ADHESIVE TAPE

GORDON INC - MULLION MATEWWW.GORDON-INC.COM

2 316"

MIN

4" t

o 4

15 16"

VIF


SHEETSOF


REVISIONS


ISSUED / REVIEW:


OWNER:


DeVon Tolson

Inc

7-1-16

A1

160001

FLOOR PLAN

DTA


HERITAGE SALONS

5733

DE

VON LEWIS TOLSON

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T

Ra l e i gh , N .C.

NO


7-1-16

01 1/8"= 1'-0"

FLOOR PLAN

05 1/4" = 1'-0"

ENLARGED FLOOR PLAN04 1/4" = 1'-0"

ENLARGED FLOOR PLAN

02 ViewportScale

FP03 ViewportScale

FP

07 1/4"= 1'-0"

ELEVATION06 1/4" = 1'-0"

ELEVATION

08 1/4"= 1'-0"

ELEVATION09 1/4"= 1'-0"

ELEVATION10 1/4"= 1'-0"

ELEVATION

11 6" = 1'-0"

DETAIL

207SALON

201CORRIDOR

204SALON

205SALON206

SALON

208SALON

209STAIR

210SALON

211SALON

212SALON

213SALON

214SALON 215

SALON216SALON

217SALON

218SALON 219

SALON

220SALON221

SALON

222SALON

223SALON

224BREAK ROOM

225SALON

226SALON

227SALON

228SALON

229SALON

230STAIR

231SALON

232SALON

233SALON

234SALON235

SALON

237WOMEN

240SALON

241ELEVATOR

239SALON

238MEN

202M / W203

LAUNDRY

WALL LEGEND

PLAN NORTH

1 HR

2 HR

2x4 LAY-IN FLUORESCENT

SUPPLY AIR

RETURN AIR

EXHAUST FAN

5733

DE

VON LEWIS TOLSON

RE

G


EC

T

Ra l e i gh , N .C.

NO


7-1-16

01 1/8"= 1'-0"

FLOOR PLAN


SHEETSOF


REVISIONS


ISSUED / REVIEW:


OWNER:


DeVon Tolson

Inc

A2

160001

REFLECTED CEILING PLAN

DTA

7-1-16


HERITAGE SALONS

Documents

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