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Alamance-Burlington School System Administrative Offices

1712 Vaughn Road Burlington NC 27217

  Request for Proposal   

 Security Vestibules Upfits

April 30, 2020 

 IMPORTANT NOTICE TO ALL BIDDERS / PROPOSERS: Alamance‐Burlington School System reserves the right to disqualify incomplete proposals, waive minor defects, as it deems applicable, in the written proposals, to request additional information from any respondent, change or modify the scope of the project at any time, without any penalty, negotiate terms with one or more of the respondents, reject any or all proposals, without a penalty, and take any steps necessary to act in ABSS’s best interest. Bids / proposals will not be considered for award if received by Alamance‐Burlington School System after the official closing date and time. 

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INVITATION TO BID  

Alamance‐Burlington School System  Security Vestibules upfits for Three schools 

 

The Alamance‐Burlington School System is requesting sealed bids for security vestibule upfits at three of our schools. Qualified contractors are invited to bid this project as outlined in this RFP. Sealed bids will be accepted on or before April 30, 2020 until 2:00 PM. Electronic bids will not be accepted. All terms must remain effective until end of contract.   

 

Contractors should submit an original and two (2) additional copies of their complete proposal and (completed Bid Form) by 2:00 PM on April 30, 2020 in a sealed envelope or package clearly marked: “Highland Elementary upfit” “Hillcrest Elementary upfit” “Smith Elementary upfit” Bids should be sent to: Alamance Burlington School System, 1712 Vaughn Road, Burlington, NC 27217.  (Att. Operation Dept.) Bids will be opened at 2:30 pm April 30, 2020 in the Operations Department Conference room. 

 

All questions and concerns should be sent via email to:   randyc_smith@abss.k12.nc.us. Responses and/or questions should be sent to this email with “Security Vestibule Upfit” as the subject line. All responses will be sent to all vendors that are included in the email list. If you choose to be part of the email response list please email the above email address with “Security Vestibule Upfit” in the subject line. 

 The winning bid will be chosen on its merit consisting of cost, bidder’s reputation, references, and the ability to meet the District’s time schedule, service after‐the‐fact and the best all‐ around interest to the Alamance‐Burlington School System. 

 

The Alamance‐Burlington School System reserves the right to reject any or all bids and to accept the bid which appears to be in the best interest of the district, even if the bid is not the lowest. The Board reserves the right to waive any formalities in, or reject, any or all bids or any part of any bid. Any bid may be withdrawn prior to the scheduled time for the opening of bids. Any bid received after the time and date specified shall not be considered. The Board also reserves the right to negotiate with a bidder when all bids exceed the budgeted appropriation. 

 

Outline of Project Contents: Section 1: Lunsford Act/Criminal Background Checks are strictly enforced. 

 

Section 2: Description of Corporate Structure  

 

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Section 3: Experience, Background, and three (3) References 

 

Section 4: Litigation and Claims History 

 

Section 5: Based on the information provided prepare a schedule of approximate times. 

 

Section 6: Official Statements by Contractor 

 

Pre‐Bid site inspection: Alamance‐Burlington School System will have a representative to be present at each site to allow interested bidders to evaluate each site before bidding, this site visit is a non ‐ mandatory but is highly recommended. The date of the site visit will be April 16, 2020 starting 10:00am at Highland Elementary School located at 3720 Bonnar Bridge Parkway, Burlington NC 27215 and proceed from there to the next (2) sites Smith Elementary and Hillcrest Elementary School. The meeting will address all project specific questions, bidding procedures and bid forms.    

 

Scope of Work: See Drawings for each school attached   Beginning Date: Work shall began no sooner than 6‐15‐2020 and be substantially completed by 8‐14‐2020                    

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Bidders must be able to meet the minimum insurance requirements listed below:  

1. Worker’s Compensation Part One:  Worker’s Compensation 

Bodily Injury by Accident  $100,000 each accident Bodily Injury by Disease  $500,000 policy limit Bodily Injury by Disease  $100,000 each employee 

Statutory Part Two:  Employers Liability 

2. General Liability  $1,000,000 per occurrence $2,000,000 policy aggregate 

 

3. Auto Liability Combined Single Limit Combined Single Limit  $1,000,000 per accident Uninsured Motorists  $1,000,000 per accident 

 

  

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EXHIBIT A 

 

 

Alamance Burlington School System 

Bid Form 

 

 

 

School Name: __________________________________________  

 

  Company Name: 

  

Address:  

 

Telephone Number:  

 

Fax Number:  

 

 

$   This amount reflects the total cost to perform the scope of work outlined in the RFP for Security Vestibule Upfit   

   Signature: 

  

Printed Name:  

 

Date:  

 

 

This bid must be signed by a person authorized to legally bind the bidder. 

ABBREVIATIONSSCALE: NTS

@: At (the rate of)&: And1R1S: One Rod One Shelf2R2S: Two Rods Two Shelves5S: Five Shelves

AB: Anchor BoltABV: AboveAC: Air Conditioning, Alternating Current, AcousticalACC: AccessACI: American Concrete InstituteACT: Acoustical Tile; ActualADA: Americans with Disabilities Act of 1992ADAAG: Americans with Disabilities Act Architectural GuidelinesADD: Addendum; AdditionADDL: AdditionalADJ: Adjust, Adjustable, AdjacentAFF: Above Finished FloorAGGR: AggregateAIA: American Institute of ArchitectsALUM: AluminumAMT: AmountAPPROX: ApproximateAPRVD: ApprovedARCH: Architect, ArchitecturalASB: AsbestosASSOC: Association; AssociateASTM: American Society for Testing and MaterialsAUTO: AutomaticAVG: Average

BDRM: BedroomBETW: BetweenBG: Bag (e.g., of cement)BLDG: BuildingBLKG: BlockingBLT-IN: Built-InBLW: BelowBOT: BottomBRK: BrickBTU: British Thermal UnitsBTUH: British Thermal Units per Hour

CAB: CabinetCAP: CapacityCAR: CarpetCARP: CarpenterCAT: CatalogCAV: CavityCB: Catch Basin, Concrete Block,Cast Brass, Coal BinCBL: Concrete BlockCBX: Cast Box StrikeCC: Cubic CentimeterCCT: CircuitCCW: Counter ClockwiseCCTV: Closed Circuit TVCD: Cold Drawn, CadmiumCDS: Cold Drawn SteelCEL: CellarCEM: CementCEM AB: Cement Asbestos BoardCem P: Cement Water PaintCER: CeramicCF: Cubic FeetCFL: CounterflashingCFM: Cubic Feet per MinuteCFS: Cubic Feet per SecondCFT: Cubic FootCG: Corner GuardCH: Coat HookCHB: Chalk BoardCHR: Chilled Water ReturnCHAM: ChamferCHAN: ChannelCHBD: ChalkboardCHS: Chilled Water SupplyC.I.: Cast IronCI: Cast IronCIN BL: Cinder BlockCIP: Cast Iron Pipe, Cast-in-PlaceCIR: Circle, Circular, CircuitCIRC: CircumferenceCISP: Cast Iron Soil/sewer PipeCITG: Clear Insulating Tempered GlassCJ: Control JointCJF: Cork Joint FillerCK: CaulkingCKT: CircuitCL: Centerline, Clearance, Closing, Closure, Class, ClosetCLG: CeilingCLKG: CaulkingCLH: Clothes Line HookCLL: Contract Limit LineCLO: ClosetCLP: ClampCLR: ClearCMU: Concrete Masonry UnitCMUP: Concrete Masonry Unit PaintedCNTR: Center, CounterC.O.: Cased OpeningCO: Company, Cleanout, Cased Opening, Cut OutCOL: ColumnCON: ConstructionCONC: ConcreteCONST: ConstructionCONT: Continuous, Continue, ControlCPT: CarpetCRS: CourseCT: Ceramic Tile, Cork Tile,CTR: Center, Counter

DBL: DoubleDEG: DegreeDEMO: DemolitionDH: Double HungDIAG: DiagonalDIA: DiameterDIM: DimensionDISP: DisposalDIV: DivisionDS: DownspoutDTL: DetailDWG: DrawingDS: Downspout

EA: EachEIFS: Exterior Insulation and Finish SystemEJ: Expansion JointEL: Elevation, ElevatorELEC: ElectricalELEV: Elevator, ElevationEMER: EmergencyENTR: EntranceEPDM: Ethylene Propylene Diene MonomerEQ: EqualEQUIP: EquipmentEST: EstimateEXIST: Existing

FABR: FabricateFACP: Fire Alarm Control PanelFAR: Floor Area RatioFD: Floor drainFDC: Fire Department ConnectionFE: Fire ExtinguisherFEC: Fire Extinguisher CabinetFFE: Finished Floor ElevationFF&E: Fixtures, Furnishings & EquipmentFIN: Finish, finishedFIXT: FixtureFLR: FloorFOC: Face of ConcreteFOF: Face of FinishFOS: Face of StudsFPL: FireplaceFT: Foot, Feet, Fully TemperedFTG: Footing, FittingFURN: Furnish, FurnitureFURR: Furring

GA: Gauge, GageGAL: GallonGALV: GalvanizedGB: Grab Bar, Glass Block, Gypsum BoardGC: General ContractorGCB: Gypsum Ceiling BoardGPM: Gallons Per MinuteGVL: GravelGWB: Gypsum Wall Board

HB: Hose BibHBD: HardboardHC: HandicappedHDR: HeaderHDW: HardwareHDWD: HardwoodHGT: HeightHORIZ: HorizontalHR: HourHTR: HeaterHTWR: Hot Water HeaterHVAC: Heating, Ventilating & ACHW: Hot Water

ID: Inside DiameterIN: InchINCAND: IncandescentINFO: InformationINSUL: InsulationINT: Interior, InternalINV: Invert

J-BOX: Junction BoxJAN: JanitorJST: JoistJT: Joint

KIT: KitchenKO: KnockoutKS: Kitchen Sink

L: Linen ClosetLAD: LadderLAM: Laminate, LaminatedLAV: LavatoryLB: Pound (weight)LH: Left HandLIBR: LibraryLIN: LinearLINO: LinoleumLL: Live LoadLNTL: LintelLR: Living RoomLTL: LintelLT WT: LightweightLVL: Laminated Veneer LumberLVR: Louver

MAINT: MaintenanceMAX: MaximumMECH: MechanicalMED: MediumMED CAB: Medicine CabinetMEMB: MembraneMEZZ: MezzanineMIN: MinimumMIR: MirrorMISC: MiscellaneousMTD: MountedMTL: Material, Metal

NEUT: NeutralNIC: Not In ContractNOM: NominalNTS: Not To Scale

OC: On CenterOD: Outside DiameterOH: OverheadOHD: Overhead DoorOPNG: OpeningOPP: OppositeOPP H: Opposite Hand

P. LAM: Plastic LaminatePBD: Particle BoardPLUMB: PlumbingPNEU: PneumaticPNL: PanelPRTN: PartitionPT: Pressure TreatedPTD: Painted, Paper Towel DispenserPVC: Polyvinyl Chloride

QT: Quarry Tile, QuartQTR: QuarterQTY: Quantity

RCP: Reflected Ceiling PlanRD: Roof DrainREBAR: Reinforcing BarREFL: Reflected, ReflectorREF: RefrigeratorREQD: RequiredREV: Reverse, Revise, RevisionRH: Right HandRMV: RemoveRO: Rough Opening

SAN: SanitarySCHED: ScheduleSCWD: Solid Core WoodSEAL: SealantSECT: SectionSF: Square FootSHT: SheetSIM: SimilarSPEC: Specification, SpecificationsSPECS: SpecificationsSPK: SpeakerSQ: SquareSS: Stainless SteelSTC: Sound Transmission ClassSTD: StandardSTL: SteelSTO: StorageSTRUC: StructuralSYN: Synthetic

T: ThermostatT&G: Tongue & GrooveTB: Towel BarTEL: TelephoneTEMP: TemporaryTHK: Thick, ThicknessTHRU: ThroughTR: Tread, TransomTSL: Top of SlabTST: Top of SteelTV: TelevisionTW: Top of WallTYP: Typical

UC: UndercutUL: Underwriters' LaboratoriesUNFIN: UnfinishedUNO: Unless Noted OtherwiseUT: Utility

VB: Vapor BarrierVCT: Vinyl Composition TileVENT: Ventilate, VentilatorVERT: VerticalVEST: VestibuleVIF: Verify In the FieldVIN: VinylVOL: VolumeVT: Vinyl Tile

WAINS: WainscotWD: WoodWH: Water HeaterWWF: Welded Wire Fabric

HIGHLAND ELEMENTARY3720 BONNAR BRIDGE RDBURLINGTON, NC, 27215

Architect: PLAGEMAN ARCHITECTURE408 S Spring St. - Burlington - North Carolina - 27215

phone: 336-226-3933 - Email: john@pl-arch.comContact - John Plageman

PERMIT SET

04/06/2020

1CS1

COVER SHEET,ABBREVIATIONS,

INDEX OF DRAWING

CO

NS

TR

UC

TIO

N D

RA

WIN

GS

F

OR

:

JOB NUMBER

PA2013

REVISIONS

HIG

HLA

ND

E

LE

ME

NT

AR

Y

Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

SHEET NAME

IS

SU

ED

F

OR

C

ON

ST

RU

CT

IO

N

plagemanarchitecture.com

CO

PY

RIG

HT

2

01

8 - P

LA

GE

MA

N A

RC

HIT

EC

TU

RE

- T

HE

SE

D

RA

WIN

GS

A

RE

IN

ST

RU

ME

NT

S O

F S

ER

VIC

E IN

TE

ND

ED

F

OR

T

HE

U

SE

O

F T

HIS

P

RO

JE

CT

O

NL

Y - A

NY

R

EU

SE

O

R R

EP

RO

DU

CT

IO

N F

OR

A

NO

TH

ER

P

RO

JE

CT

IS

S

TR

IC

TL

Y P

RO

HIB

IT

ED

.

04/06/2020

INITIAL

PERMIT

SUBMITTAL

372

0 B

ON

NA

R B

RID

GE

R

D, B

UR

LIN

GT

ON, N

C, 2

72

15

SHEET NUMBER

DRAWN BY: (JC)

04/06/2020

INDEX OF DRAWINGSSCALE: NTS

material symbols

CONCRETE MASONRY UNIT

WASHED STONE

CONCRETE

EARTH

ROUGH WOOD - BLOCKING

FINISHED WOOD

STONE

STEEL (LARGE SCALE) BATT INSULATION

RIGID FOAM INSULATION

PLYWOOD

BRICK

GLASS

GYPSUM BOARD

drawing symbolsW2ELEVATION AND DETAIL NUMBER

INTERIOR ELEVATION AND DETAIL LETTER

COLUMN LINE DESIGNATION

DENOTES MATERIAL/BUILDING FINISHES, REFER TO A8.0

DENOTES WALL TYPE DESIGNATION

DENOTES FINISHED CEILING HEIGHT AFF

DOOR NUMBER DESIGNATION

W1 WINDOW/GLASS NUMBER DESIGNATION

ABC TYPE FIRE EXTINGUISHER

A INTERIOR ELEVATION TAG

DENOTES ELEVATION HEIGHT

DENOTES FLOORING FINISH TYPE

DENOTES WALL BASE TYPEFL-1WB-1

2

SHEET NAMESUBMISSION DATE

INDEX OF DRAWING

SHEET #PERMIT SET

ARCHITECTURAL DRAWINGSCS1 COVER SHEET, ABBREVIATIONS, INDEX OF DRAWING, GENERAL NOTES

A100 GROUND FLOOR PLAN

04/06/2020

GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTING CONDITIONS. GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL INFORMATION INCLUDED WITHIN THESEDOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATEBUILDING CODE ALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DRAWINGS WITH ALL SITE INFORMATION ANDAPPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL PLUMBING, MECHANICAL, ELECTRICAL, AND FIREPROTECTION DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELD DISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUT NOT LIMITED TO OWNER, ENGINEER,MANUFACTURER)", ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS OR COORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION AND THE ARCHITECT IS NOT INCLUDED WITHIN THEDISCUSSION, ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY. THESE DRAWINGS DO NOT CONTAIN PROVISIONS FORJOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF CONSTRUCTIONDEVIATING FROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARING ALL DIMENSIONS IN THE CONSTRUCTIONDOCUMENTS AND EXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND INFORMING THE ARCHITECT OF ANYDISCREPANCIES, ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THE CONSTRUCTION DOCUMENTS BEFOREPROCEEDINGS OR CONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD DIMENSIONS PRIOR TO STARTING WORK, ANDPRIOR TO ORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL SHOP DRAWINGS AND VERIFYING THAT THEY ARECORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EXHAUST FOR DRYERS, BATHROOMS, AND RANGES TOEXTERIOR WITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDE ELEVATION) VERIFY TERMINUS TYPE ANDLOCATION WITH OWNER PRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENTSHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION VARIATIONS FROM THE INFORMATION CONTAINEDHERE-IN UNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT. REPRODUCTION OF THESE DRAWINGS IS PROHIBITEDUNLESS WRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTED OTHERWISE. ALL COLORS TO BE CHOSEN FROMMANUFACTURER STANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESE CONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUAL PRODUCTS MUST BE APPROVED BY THE OWNER ANDARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL,ELECTRICAL AND ALL OTHER EQUIPMENT.

1A100

1A100

X

ACM1

B

C

D

A

D1

X'-X"

CS2 APPENDIX B 04/06/202004/06/2020

BUILDING CODE SUMMARYFOR ALL COMMERCIAL PROJECTS(EXCEPT 1 & 2 FAMILY DWELLINGS AND TOWNHOUSES)

NAME OF PROJECT:

ADDRESS:

OWNER OR AUTHORIZED AGENT: PHONE:

EMAIL: FAX:

OWNED BY: PRIVATELY CITY/COUNTY STATE

CODE ENFORCEMENT JURISDICTION: CITY COUNTY STATE

NAME OF JURISDICTION:

PROJECT SUMMARY

BUILDING DESCRIPTION:

SCOPE OF WORK:

CODE COMPLIANCE SUMMARY:

ALTERNATIVE MEANS OF COMPLIANCE REQUEST:

LEAD DESIGN PROFESSIONAL/PROJECT COORDINATOR:

DESIGNER FIRM NAME LICENSE# PHONE#

ARCHITECTURAL:

CIVIL:

ELECTRICAL:

FIRE ALARM:

PLUMBING:

MECHANICAL:

SPRINKLER-STANDPIPE:

STRUCTURAL:

PRECAST:

TRUSSES:

RETAINING WALLS >5'

OTHER:

NOTE: IF APPLICABLE, SPECIAL INSPECTIONS AND INSPECTORS TO BE LISTED ON THIS SHEET

XX

OCCUPANCY INFORMATIONPRIMARY OCCUPANCIES:

ASSEMBLY: A-1 A-2 A-3 A-4 A-5 BUSINESS EDUCATIONAL

FACTORY-INDUSTRIAL: F-1 F-2

HIGH-HAZARD: H-1 H-2 H-3 H-4 H-5

INSTITUTIONAL: I-1 I-2 I-3 I-4I3 USE CONDITION: 1 2 3 4 5

MERCANTILE RESIDENTIAL: R-1 R-2 R-3 R-4

STORAGE: S-1 S-2 HIGH-PILEDS-1 REPAIR GARAGE(406.6) S-2 PARKING GARAGE OPEN(406.3) ENCLOSED(406.4)

UTILITY AND MISCELLANEOUS

OTHER USES:ACCESSORY USES (INDICATE PERCENTAGES):

INCIDENTAL USES:

SPECIAL OCCUPANCIES: 402 403 404 405 406 407 408 409 410411 412 413 414 415 416 417 418 419420 421 422 423 424 425 426 427

X

MIXED OCCUPANCY: NO YES SEPARATION:NON-SEPARATED MIXED OCCUPANCY (508.3.2)SEPARATED MIXED OCCUPANCY (508.3.3)

ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY B < 1 ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B

X

ALLOWABLE AREA & HEIGHT CALCULATIONS

EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE

NORTH

SOUTH

EAST

WEST

TOTAL P F W

INCREASE FRONTAGE %INCREASE SPRINKLERS %

FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULAI(f) = 100(F - 0.25) W

P 30

BUILDING DATACONSTRUCTION TYPE: I-A I-B II-A II-B III-A III-B IV-HT V-A V-B

MIXED CONSTRUCTION: NO YES

SPRINKLERS: NO YES NFPA 13 NFPA 13R PARTIALLY SPRINKLERED SPECIAL SUPPRESSION

STANDPIPES: NO YES CLASS: I II III WET DRY

BUILDING HEIGHT: FEET STORY

BASEMENT: NO YES MEZZANINE: NO YES

HIGH RISE: NO YES LIFE SAFETY PLAN SHEET #

GROSS BUILDING AREA:

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL

BASEMENTGROUND FLOORMEZZANINE2ND FLOOR3RD FLOOR4TH FLOOR

TOTAL

AREA OF PROJECT TENANT/ALTERATION/RENOVATION:AREA OF CONSTRUCTION:

X

XX

X

X X

X

BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW

STORY#

OCCUPANCY (A)BLDG AREAPER STORY(ACTUAL)

(B)TABLE 503 5

AREA

(C)% OPENSPACE

INCREASE 1

(D)%

SPRINKLERINCREASE 2

(E)ALLOWABLEFLOOR AREA

ORUNLIMITED 3

RATIO OFACTUAL TOALLOWABLE

(F)MAX. BLDG

AREA 4

SEPARATIONRATING

REQUIRED

NOTES:1. OPEN SPACE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

a. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MIN. WIDTH = ______ FT(F)b. TOTAL BUILDING PERIMETER = _________ FT (P)c. RATIO (F/P) = __________ (F/P)d. W = MINIMUM WIDTH OF PUBLIC WAY = _________ FT (W)e. PERCENT OF FRONTAGE INCREASE = ___________ (FROM FORMULA ABOVE)

2. THE SPRINKLER INCREASE PER SECTION 506.3 IS AS FOLLOWS:a. MULTISTORY BUILDING IS = 200 PERCENTb. SINGLE STORY BUILDING IS = 300 PERCENT

3. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B,F,M,S,A-4 (507.1, 507.2, 507.3, 507.4, 507.7); GROUP A MOTION PICTURE (507.10); MALLS (507.11); AND H-2 AIRCRAFT PAINT HANGARS (507.8).

4. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING X E BUT NOT GREATER THAN 3 X E.

5. THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2.

ALLOWABLE HEIGHTMOST RESTRICTIVE USE

(GROUP ____ )ALLOWABLE HEIGHT

(TABLE 503)INCREASE FOR

SPRINKLERSSHOWN ON

PLANSCODE REFERENCE

TYPE OF CONSTRUCTION

BUILDING HEIGHT (FT)

BUILDING HEIGHT (STORIES)

TYPE _____________ TYPE ________ TABLE 601

TABLE 503

TABLE 503

H = _______

S = _______

H + 20 FT = ______ (FT)

S + 1 = _________

H = _______ (FT)

S = ________

FIRE PROTECTION REQUIREMENTS

BUILDINGELEMENT

FIRE SEPARATIONDISTANCE

(FEET)

RATINGREQ'D PROVIDED

(W/ _____ HR*REDUCTION)

DETAIL #&

SHEET #

DESIGN #FOR RATEDASSEMBLY

DESIGN #FOR RATED

PENETRATION

DESIGN #FOR RATED

JOINTS

BEARING WALLS EXTERIORNORTHSOUTH

EASTWEST

INTERIOR BEARING WALLSNON-BEARING WALLS EXTERIOR

NORTHSOUTH

EASTWEST

INTERIOR NON-BEARING WALLS

STRUCTURAL FRAME, INCLUDINGSUPPORTING COLUMNS, GIRDERS& TRUSSES

FLOOR CONSTRUCTION,INCLUDING SUPPORTING BEAMSAND JOISTS. LIST CONSTRUCTIONTYPE.FLOOR CEILING ASSEMBLYCOLUMNS SUPPORTING FLOORS

ROOF CONSTRUCTION, INCLUDINGSUPPORTING BEAMS & JOISTS**

ROOF CEILING ASSEMBLYCOLUMNS SUPPORTING ROOFSHAFTS - EXIT ENCLOSURESSHAFTS - OTHER (DESCRIBE)SHAFTS - OTHER (DESCRIBE)CORRIDOR SEPARATIONOCCUPANCY SEPARATION

PARTY/FIRE WALL SEPARATIONINCIDENTAL USE SEPARATION

DWELLING/SLEEPING UNITSEPARATIONSMOKE BARRIER SEPARATIONTENANT SEPARATION

* INDICATE SECTION NUMBER PERMITTING REDUCTION** INDICATE IF USING TABLE 601 NOTE C EXCEPTION

PERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE

ALLOWABLE OPENINGS PER TABLE 705.8

WALL LEGENDS

LIFE SAFETY SYSTEM REQUIREMENTS

LIFE SAFETY PLAN SHEET # (IF REQUIRED)

EMERGENCY LIGHTING: NO YES

EXIT SIGNS: NO YES

FIRE ALARM: NO YES

SMOKE DETECTION SYSTEMS: NO YES

PANIC HARDWARE: NO YES

XXXXX

EXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS

1. CORRIDOR DEAD ENDS (SECTION 1017.3)2. SINGLE EXITS (SECTION 1015.1; SECTION 1019.2)3. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3)

OCCUPANT LOAD AND EXIT WIDTH

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)3. MINIMUM WIDTH OF EXIT PASSAGEWAY (SECTION 1021.2)4. THE LOSS OF 1 MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE TOTAL

REQUIRED (SECTION 1005.1)5. ASSEMBLY OCCUPANCIES (SECTION 1025)

CITY OF BURLINGTON

EXIST. 1

XX

X

UNLIMITED

USE GROUPAND/OR SPACEDESIGNATION

(a)

AREA 1

SQ.FT.

(b)

AREA 1 PEROCCUPANT

(a/b)

NUMBER OFOCCUPANTS

REQUIRED WIDTH(a/b)xc

(TABLE 1005.1)STAIR LEVEL

EXIT WIDTH (in)2,3,4,5

ACTUAL WIDTHSHOWN ON PLANS

STAIR LEVEL

TOTAL # OF OCCUPANTS

(c)

EGRESS WIDTHPER OCCUPANT(TABLE 1005.1)STAIR LEVEL

FLOOR, ROOMAND/OR SPACEDESIGNATION

MINIMUM NUMBER OFEXITS2

REQUIRED SHOWN ONPLANS

TRAVEL DISTANCE

ALLOWABLETRAVEL DIST.

(TABLE 1016.1)

ACTUAL TRAVELDISTANCE SHOWN

ON PLANS

ARRANGEMENT OF MEANS OFEGRESS 1,3 (SECTION 1015.2)

REQUIRED DIST.BTWN. EXITS

(TABLE 1015.1)ACTUAL DISTANCESHOWN ON PLANS

JOHN P. PLAGEMAN

PLAGEMAN ARCHITECTURE JOHN P. PLAGEMAN 10091 919-619-5012

JOHN P. PLAGEMAN 919-619-5012

JOHN@PL-ARCH.COM

INDICATE IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS:

FIRE PARTITION 709 FIRE WALLS 706 FIRE BARRIERS 707 SMOKE PARTITIONS 711

SMOKE BARRIERS 710 SHAFT ENCLOSURES 708

A001

GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTINGCONDITIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFICATION AND COORDINATION OF ALL INFORMATIONINCLUDED WITHIN THESE DOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE INACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODEALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANYADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL DRAWINGS WITH ALL SITE INFORMATIONAND APPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALLPLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTIONDRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELDDISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUTNOT LIMITED TO OWNER, ENGINEER, MANUFACTURER)",ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS ORCOORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION ANDTHE ARCHITECT IS NOT INCLUDED WITHIN THE DISCUSSION,ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY.THESE DRAWINGS DO NOT CONTAIN PROVISIONS FOR JOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYINGTHE ARCHITECT IMMEDIATELY OF CONSTRUCTION DEVIATINGFROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARINGALL DIMENSIONS IN THE CONSTRUCTION DOCUMENTS ANDEXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYINGAND INFORMING THE ARCHITECT OF ANY DISCREPANCIES,ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THECONSTRUCTION DOCUMENTS BEFORE PROCEEDINGS ORCONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGALL FIELD DIMENSIONS PRIOR TO STARTING WORK, AND PRIOR TOORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKINGALL SHOP DRAWINGS AND VERIFYING THAT THEY ARE CORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGEXHAUST FOR DRYERS, BATHROOMS, AND RANGES TO EXTERIORWITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDEELEVATION) VERIFY TERMINUS TYPE AND LOCATION WITH OWNERPRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGTHAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONVARIATIONS FROM THE INFORMATION CONTAINED HERE-INUNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT.REPRODUCTION OF THESE DRAWINGS IS PROHIBITED UNLESSWRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTEDOTHERWISE. ALL COLORS TO BE CHOSEN FROM MANUFACTURERSTANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESECONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUALPRODUCTS MUST BE APPROVED BY THE OWNER AND ARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERSDURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKINGREQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND ALLOTHER EQUIPMENT.

APPENDIX B CODE SUMMARYSCALE: NTS

CS2

GENERAL NOTES,ENERGY SUMMARY,

AND APPENDIX B

3 PROJECT SUMMARYSCALE: NTS2 GENERAL NOTES

SCALE: NTS1

68,500 +/- 0 68,500 +/-

AN EXISTING SCHOOL BUILDING - IN OPERATION - TYPE 2B CONSTRUCTION

THESE DRAWINGS ARE FOR THE ALTERATION OF THE ENTRY LOBBY TO INCLUDE A SECURITY VESTIBULE

TO THE BEST OF OUR KNOWLEDGE THIS PROJECT IS DESIGNED IN COMPLIANCE WITH THE NORTHCAROLINA EXISTING BUILDING CODE.

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Burlington, NC 27215

408 S. Spring St.

336-226-3933

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HIGHLAND ELEMENTARY

3720 BONNAR BRIDGE RD, BURLINGTON, NC, 27215

68,500 +/- 0 68,500 +/-

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO CHANGE TO EXISTING

EXISTING BUILDING

NO CHANGE TO EXISTING

THIS PROJECT IS ADDING A SECURITY VESTIBULE INSIDE THE EXISTING ENTRYWAY. THE SCOPE OFWORK DOES NOT HINDER OR ALTER EGRESS WHICH HAS BEEN APPROVED, BUILT AND ACERTIFICATE OF OCCUPANCY GRANTED FOR THIS ELEMENTARY SCHOOL.

EXIST.

RECEPTION

CLINIC

SIMS

GUIDANCE CONFERENCE

TEST

OFFICE OFFICE

BOYS RESTROOM

ENTRY

GUIDANCE WAITING ROOM

HALLWAY

11'-0"

01

02

W1

℄

A100

2A

℄

ENTRY VESTIBULE

2B

HALLWAY

INSTALL ELECTRIFIED DOORSTRIKES TO BE CONTROLLEDAT RECEPTION DESK.

INSTALL TRANSACTIONWINDOW. SEE SPECIFICATION.

30" x 48" CLEAR FLOOR SPACEFOR PARALLEL APPROACH

01

FINISH FLOOR0'-0"

EXISTING ACT CLG10'-0"

FINISH FLOOR0'-0"

EXISTING ACT CLG10'-0"

02 TRANSACTION WINDOW AS SPECIFIED

3'-2" 3'-5 1/2" 3'-2"

10'-1 1/2"

2'-8

"

10'-0

"

1'-1

0"1'

-10"

2'-1

0"

STOREFRONT WINDOW/DOOR FRAME TYPESGENERAL WINDOW NOTE:

· ALL INTERIOR STOREFRONT WINDOW/DOORSYSTEMS TO BE "KAWNEER" INFRAMEINTERIOR FRAMING SYSTEM, FINISH:PERMAFLUOR DARK IVY.

· INSTALL ALL WINDOWS AND STOREFRONTWINDOW/DOOR SYSTEMS TO COMPLY WITHMANUFACTURER STANDARD ANDWARRANTEE INFORMATION.

· TRANSACTION WINDOW TO BE READY ACCESS,275 LOW PROFILE SINGLE PANEL SLIDER;STANDARD SIZE: 35-3/4"W x 35-3/4"H ORSIMILAR

1/4" CLEAR TEMPERED GLASS

A1004

7'-0

"

6'-0"

D1ALUMINUM STOREFRONT DOOR

6"1'

-0"

6"

6" 6"

6"

1/4" CLEARTEMPEREDGLASS

DOOR AND FRAME SCHEDULEDOOR

TAG WIDTH HEIGHT THICK TYPE MATERIAL GLAZING FIRERATING

DOORMATERIAL TYPE

FRAME HARDWARESET

NOTES

0102

6'-0"3'-0"

7'-0"7'-10"

1 3/4"1 3/4"

D1D2

ALUM YES ----

ALUM -- A ----

HARDWARE SET NOTES:A. PAIR OF EXTERIOR ALUMINUM ENTRANCE DOORS WITH PANIC HARDWARE - LOCKSET

ALUM YES ALUM -- A

7'-1

0"

3'-0"

D2ALUMINUM STOREFRONT DOOR

1'-0

"

6"

6"

1/4" CLEARTEMPEREDGLASS

4"

SOLID SURFACE COUNTERTOP,TYP. UNLESS OTHERWISENOTED. OWNER TO CHOOSETYPE AND COLOR.

1 1/

2"

4"

1 1/

2"

36" M

AX.

EXISTING MASONRY WALL

TRANSACTIONWINDOW AS SPECIFIED

INTERIOR ELEVATION A100

FLOOR PLAN

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Burlington, NC 27215

408 S. Spring St.

336-226-3933

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FLOOR PLANSCALE: 1/4" = 1'-0"1

SECTION DETAIL4

SCALE: 1/4" = 1'-0"

SCALE: 1"=1'-0"

PLAN LEGEND:

EXISTING WALL

WALL TYPE - ALL WALLS ARE TYPEW1 UNLESS OTHERWISE NOTED

PLAN NOTES:

1. ALL INTERIOR WALLS ARE WALL TYPE W1 AND ARE DRAWN AS 3-5/8"METAL STUDS UNLESS NOTED OTHERWISE.

2. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE.3. FRAMING SUBCONTRACTOR SHALL COORDINATE FRAMING WITH

LOCATIONS OF HVAC VENTS, PLUMBING AND LIGHTING FIXTURES SOAS TO AVOID CONFLICT.

4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF A DOOR IN A CLOSEDPOSITION, AND ON THE SAME WALL PLANE SHALL BE TEMPERED.TEMPERED GLASS SHALL BE INSTALLED BY CODE IN THE FOLLOWINGLOCATIONS:

a. DOOR GLAZINGb. GLAZING WITHIN 24" OF AN ADJACENT DOOR WITH SILL LESS THAN

60 DEGREESc. INDIVIDUAL PANES OF GLAZING GREATER THAN 9 SF AND SILL LESS

THAN 18" ABOVE FLOOR AND TOP EDGE GREATER THAN 36"5. TRANSACTION WINDOW TO BE READY ACCESS, 275 LOW PROFILE

SINGLE PANEL SLIDER; STANDARD SIZE: 35-3/4"W x 35-3/4"H ORSIMILAR

DOOR TAG01

W1

NEW WALL

WALL TYPES:

W1: 5/8" GYPSUM BOARD, 3-5/8" METALS STUDS @16" O.C., 5/8" GYPSUM BOARD

DOOR TYPES AND SCHEDULE3 SCALE: NOT TO SCALE

ABBREVIATIONSSCALE: NTS

@: At (the rate of)&: And1R1S: One Rod One Shelf2R2S: Two Rods Two Shelves5S: Five Shelves

AB: Anchor BoltABV: AboveAC: Air Conditioning, Alternating Current, AcousticalACC: AccessACI: American Concrete InstituteACT: Acoustical Tile; ActualADA: Americans with Disabilities Act of 1992ADAAG: Americans with Disabilities Act Architectural GuidelinesADD: Addendum; AdditionADDL: AdditionalADJ: Adjust, Adjustable, AdjacentAFF: Above Finished FloorAGGR: AggregateAIA: American Institute of ArchitectsALUM: AluminumAMT: AmountAPPROX: ApproximateAPRVD: ApprovedARCH: Architect, ArchitecturalASB: AsbestosASSOC: Association; AssociateASTM: American Society for Testing and MaterialsAUTO: AutomaticAVG: Average

BDRM: BedroomBETW: BetweenBG: Bag (e.g., of cement)BLDG: BuildingBLKG: BlockingBLT-IN: Built-InBLW: BelowBOT: BottomBRK: BrickBTU: British Thermal UnitsBTUH: British Thermal Units per Hour

CAB: CabinetCAP: CapacityCAR: CarpetCARP: CarpenterCAT: CatalogCAV: CavityCB: Catch Basin, Concrete Block,Cast Brass, Coal BinCBL: Concrete BlockCBX: Cast Box StrikeCC: Cubic CentimeterCCT: CircuitCCW: Counter ClockwiseCCTV: Closed Circuit TVCD: Cold Drawn, CadmiumCDS: Cold Drawn SteelCEL: CellarCEM: CementCEM AB: Cement Asbestos BoardCem P: Cement Water PaintCER: CeramicCF: Cubic FeetCFL: CounterflashingCFM: Cubic Feet per MinuteCFS: Cubic Feet per SecondCFT: Cubic FootCG: Corner GuardCH: Coat HookCHB: Chalk BoardCHR: Chilled Water ReturnCHAM: ChamferCHAN: ChannelCHBD: ChalkboardCHS: Chilled Water SupplyC.I.: Cast IronCI: Cast IronCIN BL: Cinder BlockCIP: Cast Iron Pipe, Cast-in-PlaceCIR: Circle, Circular, CircuitCIRC: CircumferenceCISP: Cast Iron Soil/sewer PipeCITG: Clear Insulating Tempered GlassCJ: Control JointCJF: Cork Joint FillerCK: CaulkingCKT: CircuitCL: Centerline, Clearance, Closing, Closure, Class, ClosetCLG: CeilingCLKG: CaulkingCLH: Clothes Line HookCLL: Contract Limit LineCLO: ClosetCLP: ClampCLR: ClearCMU: Concrete Masonry UnitCMUP: Concrete Masonry Unit PaintedCNTR: Center, CounterC.O.: Cased OpeningCO: Company, Cleanout, Cased Opening, Cut OutCOL: ColumnCON: ConstructionCONC: ConcreteCONST: ConstructionCONT: Continuous, Continue, ControlCPT: CarpetCRS: CourseCT: Ceramic Tile, Cork Tile,CTR: Center, Counter

DBL: DoubleDEG: DegreeDEMO: DemolitionDH: Double HungDIAG: DiagonalDIA: DiameterDIM: DimensionDISP: DisposalDIV: DivisionDS: DownspoutDTL: DetailDWG: DrawingDS: Downspout

EA: EachEIFS: Exterior Insulation and Finish SystemEJ: Expansion JointEL: Elevation, ElevatorELEC: ElectricalELEV: Elevator, ElevationEMER: EmergencyENTR: EntranceEPDM: Ethylene Propylene Diene MonomerEQ: EqualEQUIP: EquipmentEST: EstimateEXIST: Existing

FABR: FabricateFACP: Fire Alarm Control PanelFAR: Floor Area RatioFD: Floor drainFDC: Fire Department ConnectionFE: Fire ExtinguisherFEC: Fire Extinguisher CabinetFFE: Finished Floor ElevationFF&E: Fixtures, Furnishings & EquipmentFIN: Finish, finishedFIXT: FixtureFLR: FloorFOC: Face of ConcreteFOF: Face of FinishFOS: Face of StudsFPL: FireplaceFT: Foot, Feet, Fully TemperedFTG: Footing, FittingFURN: Furnish, FurnitureFURR: Furring

GA: Gauge, GageGAL: GallonGALV: GalvanizedGB: Grab Bar, Glass Block, Gypsum BoardGC: General ContractorGCB: Gypsum Ceiling BoardGPM: Gallons Per MinuteGVL: GravelGWB: Gypsum Wall Board

HB: Hose BibHBD: HardboardHC: HandicappedHDR: HeaderHDW: HardwareHDWD: HardwoodHGT: HeightHORIZ: HorizontalHR: HourHTR: HeaterHTWR: Hot Water HeaterHVAC: Heating, Ventilating & ACHW: Hot Water

ID: Inside DiameterIN: InchINCAND: IncandescentINFO: InformationINSUL: InsulationINT: Interior, InternalINV: Invert

J-BOX: Junction BoxJAN: JanitorJST: JoistJT: Joint

KIT: KitchenKO: KnockoutKS: Kitchen Sink

L: Linen ClosetLAD: LadderLAM: Laminate, LaminatedLAV: LavatoryLB: Pound (weight)LH: Left HandLIBR: LibraryLIN: LinearLINO: LinoleumLL: Live LoadLNTL: LintelLR: Living RoomLTL: LintelLT WT: LightweightLVL: Laminated Veneer LumberLVR: Louver

MAINT: MaintenanceMAX: MaximumMECH: MechanicalMED: MediumMED CAB: Medicine CabinetMEMB: MembraneMEZZ: MezzanineMIN: MinimumMIR: MirrorMISC: MiscellaneousMTD: MountedMTL: Material, Metal

NEUT: NeutralNIC: Not In ContractNOM: NominalNTS: Not To Scale

OC: On CenterOD: Outside DiameterOH: OverheadOHD: Overhead DoorOPNG: OpeningOPP: OppositeOPP H: Opposite Hand

P. LAM: Plastic LaminatePBD: Particle BoardPLUMB: PlumbingPNEU: PneumaticPNL: PanelPRTN: PartitionPT: Pressure TreatedPTD: Painted, Paper Towel DispenserPVC: Polyvinyl Chloride

QT: Quarry Tile, QuartQTR: QuarterQTY: Quantity

RCP: Reflected Ceiling PlanRD: Roof DrainREBAR: Reinforcing BarREFL: Reflected, ReflectorREF: RefrigeratorREQD: RequiredREV: Reverse, Revise, RevisionRH: Right HandRMV: RemoveRO: Rough Opening

SAN: SanitarySCHED: ScheduleSCWD: Solid Core WoodSEAL: SealantSECT: SectionSF: Square FootSHT: SheetSIM: SimilarSPEC: Specification, SpecificationsSPECS: SpecificationsSPK: SpeakerSQ: SquareSS: Stainless SteelSTC: Sound Transmission ClassSTD: StandardSTL: SteelSTO: StorageSTRUC: StructuralSYN: Synthetic

T: ThermostatT&G: Tongue & GrooveTB: Towel BarTEL: TelephoneTEMP: TemporaryTHK: Thick, ThicknessTHRU: ThroughTR: Tread, TransomTSL: Top of SlabTST: Top of SteelTV: TelevisionTW: Top of WallTYP: Typical

UC: UndercutUL: Underwriters' LaboratoriesUNFIN: UnfinishedUNO: Unless Noted OtherwiseUT: Utility

VB: Vapor BarrierVCT: Vinyl Composition TileVENT: Ventilate, VentilatorVERT: VerticalVEST: VestibuleVIF: Verify In the FieldVIN: VinylVOL: VolumeVT: Vinyl Tile

WAINS: WainscotWD: WoodWH: Water HeaterWWF: Welded Wire Fabric

INDEX OF DRAWINGSSCALE: NTS

HILLCREST ELEMENTARY1714 W DAVIS STREET

BURLINGTON, NC, 27215

Architect: PLAGEMAN ARCHITECTURE408 S Spring St. - Burlington - North Carolina - 27215

phone: 336-226-3933 - Email: john@pl-arch.comContact - John Plageman

PERMIT SET

04/06/2020

material symbols

CONCRETE MASONRY UNIT

WASHED STONE

CONCRETE

EARTH

ROUGH WOOD - BLOCKING

FINISHED WOOD

STONE

STEEL (LARGE SCALE) BATT INSULATION

RIGID FOAM INSULATION

PLYWOOD

BRICK

GLASS

GYPSUM BOARD

drawing symbolsW2ELEVATION AND DETAIL NUMBER

INTERIOR ELEVATION AND DETAIL LETTER

COLUMN LINE DESIGNATION

DENOTES MATERIAL/BUILDING FINISHES, REFER TO A8.0

DENOTES WALL TYPE DESIGNATION

DENOTES FINISHED CEILING HEIGHT AFF

DOOR NUMBER DESIGNATION

W1 WINDOW/GLASS NUMBER DESIGNATION

ABC TYPE FIRE EXTINGUISHER

A INTERIOR ELEVATION TAG

DENOTES ELEVATION HEIGHT

DENOTES FLOORING FINISH TYPE

DENOTES WALL BASE TYPEFL-1WB-1

12

SHEET NAMESUBMISSION DATE

INDEX OF DRAWING

SHEET #PERMIT SET

ARCHITECTURAL DRAWINGSCS1 COVER SHEET, ABBREVIATIONS, INDEX OF DRAWING, GENERAL NOTES

A100 GROUND FLOOR PLAN

04/06/2020

CS1

COVER SHEET,ABBREVIATIONS,

INDEX OF DRAWING

X'-X"

D1

A

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ACM1

X

A1001

A1001

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Burlington, NC 27215

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336-226-3933

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GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTING CONDITIONS. GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL INFORMATION INCLUDED WITHIN THESEDOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATEBUILDING CODE ALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DRAWINGS WITH ALL SITE INFORMATION ANDAPPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL PLUMBING, MECHANICAL, ELECTRICAL, AND FIREPROTECTION DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELD DISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUT NOT LIMITED TO OWNER, ENGINEER,MANUFACTURER)", ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS OR COORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION AND THE ARCHITECT IS NOT INCLUDED WITHIN THEDISCUSSION, ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY. THESE DRAWINGS DO NOT CONTAIN PROVISIONS FORJOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF CONSTRUCTIONDEVIATING FROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARING ALL DIMENSIONS IN THE CONSTRUCTIONDOCUMENTS AND EXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND INFORMING THE ARCHITECT OF ANYDISCREPANCIES, ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THE CONSTRUCTION DOCUMENTS BEFOREPROCEEDINGS OR CONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD DIMENSIONS PRIOR TO STARTING WORK, ANDPRIOR TO ORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL SHOP DRAWINGS AND VERIFYING THAT THEY ARECORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EXHAUST FOR DRYERS, BATHROOMS, AND RANGES TOEXTERIOR WITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDE ELEVATION) VERIFY TERMINUS TYPE ANDLOCATION WITH OWNER PRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENTSHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION VARIATIONS FROM THE INFORMATION CONTAINEDHERE-IN UNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT. REPRODUCTION OF THESE DRAWINGS IS PROHIBITEDUNLESS WRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTED OTHERWISE. ALL COLORS TO BE CHOSEN FROMMANUFACTURER STANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESE CONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUAL PRODUCTS MUST BE APPROVED BY THE OWNER ANDARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL,ELECTRICAL AND ALL OTHER EQUIPMENT.

CS2 APPENDIX B 04/06/202004/06/2020

GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTINGCONDITIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFICATION AND COORDINATION OF ALL INFORMATIONINCLUDED WITHIN THESE DOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE INACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODEALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANYADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL DRAWINGS WITH ALL SITE INFORMATIONAND APPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALLPLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTIONDRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELDDISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUTNOT LIMITED TO OWNER, ENGINEER, MANUFACTURER)",ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS ORCOORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION ANDTHE ARCHITECT IS NOT INCLUDED WITHIN THE DISCUSSION,ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY.THESE DRAWINGS DO NOT CONTAIN PROVISIONS FOR JOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYINGTHE ARCHITECT IMMEDIATELY OF CONSTRUCTION DEVIATINGFROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARINGALL DIMENSIONS IN THE CONSTRUCTION DOCUMENTS ANDEXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYINGAND INFORMING THE ARCHITECT OF ANY DISCREPANCIES,ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THECONSTRUCTION DOCUMENTS BEFORE PROCEEDINGS ORCONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGALL FIELD DIMENSIONS PRIOR TO STARTING WORK, AND PRIOR TOORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKINGALL SHOP DRAWINGS AND VERIFYING THAT THEY ARE CORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGEXHAUST FOR DRYERS, BATHROOMS, AND RANGES TO EXTERIORWITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDEELEVATION) VERIFY TERMINUS TYPE AND LOCATION WITH OWNERPRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGTHAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONVARIATIONS FROM THE INFORMATION CONTAINED HERE-INUNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT.REPRODUCTION OF THESE DRAWINGS IS PROHIBITED UNLESSWRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTEDOTHERWISE. ALL COLORS TO BE CHOSEN FROM MANUFACTURERSTANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESECONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUALPRODUCTS MUST BE APPROVED BY THE OWNER AND ARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERSDURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKINGREQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND ALLOTHER EQUIPMENT.

CS2

GENERAL NOTES,ENERGY SUMMARY,

AND APPENDIX B

GENERAL NOTESSCALE: NTS1

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JOB NUMBER

PA2015

REVISIONS

HILLC

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Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

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04/06/2020

HILLCREST ELEMENTARY

1714 W DAVIS STREET, BURLINGTON, NC, 27215

BUILDING CODE SUMMARYFOR ALL COMMERCIAL PROJECTS(EXCEPT 1 & 2 FAMILY DWELLINGS AND TOWNHOUSES)

NAME OF PROJECT:

ADDRESS:

OWNER OR AUTHORIZED AGENT: PHONE:

EMAIL: FAX:

OWNED BY: PRIVATELY CITY/COUNTY STATE

CODE ENFORCEMENT JURISDICTION: CITY COUNTY STATE

NAME OF JURISDICTION:

PROJECT SUMMARY

BUILDING DESCRIPTION:

SCOPE OF WORK:

CODE COMPLIANCE SUMMARY:

ALTERNATIVE MEANS OF COMPLIANCE REQUEST:

LEAD DESIGN PROFESSIONAL/PROJECT COORDINATOR:

DESIGNER FIRM NAME LICENSE# PHONE#

ARCHITECTURAL:

CIVIL:

ELECTRICAL:

FIRE ALARM:

PLUMBING:

MECHANICAL:

SPRINKLER-STANDPIPE:

STRUCTURAL:

PRECAST:

TRUSSES:

RETAINING WALLS >5'

OTHER:

NOTE: IF APPLICABLE, SPECIAL INSPECTIONS AND INSPECTORS TO BE LISTED ON THIS SHEET

XX

OCCUPANCY INFORMATIONPRIMARY OCCUPANCIES:

ASSEMBLY: A-1 A-2 A-3 A-4 A-5 BUSINESS EDUCATIONAL

FACTORY-INDUSTRIAL: F-1 F-2

HIGH-HAZARD: H-1 H-2 H-3 H-4 H-5

INSTITUTIONAL: I-1 I-2 I-3 I-4I3 USE CONDITION: 1 2 3 4 5

MERCANTILE RESIDENTIAL: R-1 R-2 R-3 R-4

STORAGE: S-1 S-2 HIGH-PILEDS-1 REPAIR GARAGE(406.6) S-2 PARKING GARAGE OPEN(406.3) ENCLOSED(406.4)

UTILITY AND MISCELLANEOUS

OTHER USES:ACCESSORY USES (INDICATE PERCENTAGES):

INCIDENTAL USES:

SPECIAL OCCUPANCIES: 402 403 404 405 406 407 408 409 410411 412 413 414 415 416 417 418 419420 421 422 423 424 425 426 427

X

MIXED OCCUPANCY: NO YES SEPARATION:NON-SEPARATED MIXED OCCUPANCY (508.3.2)SEPARATED MIXED OCCUPANCY (508.3.3)

ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY B < 1 ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B

X

ALLOWABLE AREA & HEIGHT CALCULATIONS

EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE

NORTH

SOUTH

EAST

WEST

TOTAL P F W

INCREASE FRONTAGE %INCREASE SPRINKLERS %

FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULAI(f) = 100(F - 0.25) W

P 30

BUILDING DATACONSTRUCTION TYPE: I-A I-B II-A II-B III-A III-B IV-HT V-A V-B

MIXED CONSTRUCTION: NO YES

SPRINKLERS: NO YES NFPA 13 NFPA 13R PARTIALLY SPRINKLERED SPECIAL SUPPRESSION

STANDPIPES: NO YES CLASS: I II III WET DRY

BUILDING HEIGHT: FEET STORY

BASEMENT: NO YES MEZZANINE: NO YES

HIGH RISE: NO YES LIFE SAFETY PLAN SHEET #

GROSS BUILDING AREA:

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL

BASEMENTGROUND FLOORMEZZANINE2ND FLOOR3RD FLOOR4TH FLOOR

TOTAL

AREA OF PROJECT TENANT/ALTERATION/RENOVATION:AREA OF CONSTRUCTION:

XX

X

XX

X

X

BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW

STORY#

OCCUPANCY (A)BLDG AREAPER STORY(ACTUAL)

(B)TABLE 503 5

AREA

(C)% OPENSPACE

INCREASE 1

(D)%

SPRINKLERINCREASE 2

(E)ALLOWABLEFLOOR AREA

ORUNLIMITED 3

RATIO OFACTUAL TOALLOWABLE

(F)MAX. BLDG

AREA 4

SEPARATIONRATING

REQUIRED

NOTES:1. OPEN SPACE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

a. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MIN. WIDTH = ______ FT(F)b. TOTAL BUILDING PERIMETER = _________ FT (P)c. RATIO (F/P) = __________ (F/P)d. W = MINIMUM WIDTH OF PUBLIC WAY = _________ FT (W)e. PERCENT OF FRONTAGE INCREASE = ___________ (FROM FORMULA ABOVE)

2. THE SPRINKLER INCREASE PER SECTION 506.3 IS AS FOLLOWS:a. MULTISTORY BUILDING IS = 200 PERCENTb. SINGLE STORY BUILDING IS = 300 PERCENT

3. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B,F,M,S,A-4 (507.1, 507.2, 507.3, 507.4, 507.7); GROUP A MOTION PICTURE (507.10); MALLS (507.11); AND H-2 AIRCRAFT PAINT HANGARS (507.8).

4. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING X E BUT NOT GREATER THAN 3 X E.

5. THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2.

ALLOWABLE HEIGHTMOST RESTRICTIVE USE

(GROUP ____ )ALLOWABLE HEIGHT

(TABLE 503)INCREASE FOR

SPRINKLERSSHOWN ON

PLANSCODE REFERENCE

TYPE OF CONSTRUCTION

BUILDING HEIGHT (FT)

BUILDING HEIGHT (STORIES)

TYPE _____________ TYPE ________ TABLE 601

TABLE 503

TABLE 503

H = _______

S = _______

H + 20 FT = ______ (FT)

S + 1 = _________

H = _______ (FT)

S = ________

FIRE PROTECTION REQUIREMENTS

BUILDINGELEMENT

FIRE SEPARATIONDISTANCE

(FEET)

RATINGREQ'D PROVIDED

(W/ _____ HR*REDUCTION)

DETAIL #&

SHEET #

DESIGN #FOR RATEDASSEMBLY

DESIGN #FOR RATED

PENETRATION

DESIGN #FOR RATED

JOINTS

BEARING WALLS EXTERIORNORTHSOUTH

EASTWEST

INTERIOR BEARING WALLSNON-BEARING WALLS EXTERIOR

NORTHSOUTH

EASTWEST

INTERIOR NON-BEARING WALLS

STRUCTURAL FRAME, INCLUDINGSUPPORTING COLUMNS, GIRDERS& TRUSSES

FLOOR CONSTRUCTION,INCLUDING SUPPORTING BEAMSAND JOISTS. LIST CONSTRUCTIONTYPE.FLOOR CEILING ASSEMBLYCOLUMNS SUPPORTING FLOORS

ROOF CONSTRUCTION, INCLUDINGSUPPORTING BEAMS & JOISTS**

ROOF CEILING ASSEMBLYCOLUMNS SUPPORTING ROOFSHAFTS - EXIT ENCLOSURESSHAFTS - OTHER (DESCRIBE)SHAFTS - OTHER (DESCRIBE)CORRIDOR SEPARATIONOCCUPANCY SEPARATION

PARTY/FIRE WALL SEPARATIONINCIDENTAL USE SEPARATION

DWELLING/SLEEPING UNITSEPARATIONSMOKE BARRIER SEPARATIONTENANT SEPARATION

* INDICATE SECTION NUMBER PERMITTING REDUCTION** INDICATE IF USING TABLE 601 NOTE C EXCEPTION

PERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE

ALLOWABLE OPENINGS PER TABLE 705.8

WALL LEGENDS

LIFE SAFETY SYSTEM REQUIREMENTS

LIFE SAFETY PLAN SHEET # (IF REQUIRED)

EMERGENCY LIGHTING: NO YES

EXIT SIGNS: NO YES

FIRE ALARM: NO YES

SMOKE DETECTION SYSTEMS: NO YES

PANIC HARDWARE: NO YES

XXX

X

EXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS

1. CORRIDOR DEAD ENDS (SECTION 1017.3)2. SINGLE EXITS (SECTION 1015.1; SECTION 1019.2)3. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3)

OCCUPANT LOAD AND EXIT WIDTH

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)3. MINIMUM WIDTH OF EXIT PASSAGEWAY (SECTION 1021.2)4. THE LOSS OF 1 MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE TOTAL

REQUIRED (SECTION 1005.1)5. ASSEMBLY OCCUPANCIES (SECTION 1025)

CITY OF BURLINGTON

EXIST. 1

EXISTING

100 SF +/-100 SF +/-

UNLIMITED

USE GROUPAND/OR SPACEDESIGNATION

(a)

AREA 1

SQ.FT.

(b)

AREA 1 PEROCCUPANT

(a/b)

NUMBER OFOCCUPANTS

REQUIRED WIDTH(a/b)xc

(TABLE 1005.1)STAIR LEVEL

EXIT WIDTH (in)2,3,4,5

ACTUAL WIDTHSHOWN ON PLANS

STAIR LEVEL

TOTAL # OF OCCUPANTS

(c)

EGRESS WIDTHPER OCCUPANT(TABLE 1005.1)STAIR LEVEL

FLOOR, ROOMAND/OR SPACEDESIGNATION

MINIMUM NUMBER OFEXITS2

REQUIRED SHOWN ONPLANS

TRAVEL DISTANCE

ALLOWABLETRAVEL DIST.

(TABLE 1016.1)

ACTUAL TRAVELDISTANCE SHOWN

ON PLANS

ARRANGEMENT OF MEANS OFEGRESS 1,3 (SECTION 1015.2)

REQUIRED DIST.BTWN. EXITS

(TABLE 1015.1)ACTUAL DISTANCESHOWN ON PLANS

JOHN P. PLAGEMAN

PLAGEMAN ARCHITECTURE JOHN P. PLAGEMAN 10091 919-619-5012

JOHN P. PLAGEMAN 919-619-5012

JOHN@PL-ARCH.COM

INDICATE IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS:

FIRE PARTITION 709 FIRE WALLS 706 FIRE BARRIERS 707 SMOKE PARTITIONS 711

SMOKE BARRIERS 710 SHAFT ENCLOSURES 708

APPENDIX B CODE SUMMARYSCALE: NTS3 PROJECT SUMMARY

SCALE: NTS2

87,640 +/- 0 87,640 +/-

AN EXISTING SCHOOL BUILDING - IN OPERATION - TYPE 2B CONSTRUCTION

THESE DRAWINGS ARE FOR THE ALTERATION OF THE ENTRY LOBBY TO INCLUDE A SECURITY VESTIBULE

TO THE BEST OF OUR KNOWLEDGE THIS PROJECT IS DESIGNED IN COMPLIANCE WITH THE EXISTINGBUILDING CODE OF NORTH CAROLINA

NONE

HILLCREST ELEMENTARY IS BROKEN UP INTO 4 BUILDINGS CONNECTED BY SMALL HALLWAYCONNECTORS.

THIS PROJECT IS THE ADDITION OF A SECURITY VESTIBULE WITHIN THE MAIN BUILDINGENTRYWAY.

THE MAIN BUILDING IS APPROXIMATELY 31,960 SQ.FT.

87,640 +/- 0 87,640 +/-

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO CHANGE TO EXISTING

EXISTING BUILDING

NO CHANGE TO EXISTING

PRINCIPAL CONFERENCE

ENTRY

LIBRARY OFFICE

HEALTH OFFICE

HALLWAY

WORKROOM

PROFESSIONAL LIBRARY

RECEPTION

23'-0

"

W1

01 02

A100

2B

1

1

2A

TRANSACTION WINDOW AS SPECIFIED

INSTALL ELECTRIFIED DOOR STRIKE TOBE CONTROLLED AT RECEPTION DESK.

INSTALL ELECTRIFIED DOOR STRIKE TOBE CONTROLLED AT RECEPTION DESK.

30" x 48" CLEAR FLOOR SPACEFOR PARALLEL APPROACH

ENTRY VESTIBULE

7'-0

"

6'-0"

D1ALUMINUM STOREFRONT DOOR

6"1'

-0"

6"

6" 6"

6"

1/4" CLEARTEMPEREDGLASS

DOOR AND FRAME SCHEDULEDOOR

TAG WIDTH HEIGHT THICK TYPE MATERIAL GLAZING FIRERATING

DOORMATERIAL TYPE

FRAME HARDWARESET

NOTES

0102

6'-0"6'-0"

7'-0"7'-0"

1 3/4"1 3/4"

D1D1

ALUM YES ----

ALUM -- A ----

HARDWARE SET NOTES:A. PAIR OF EXTERIOR ALUMINUM ENTRANCE DOORS WITH PANIC HARDWARE - LOCKSET

ALUM YES ALUM -- A

FINISH FLOOR0'-0"

TOP OF WALL11'-0"

0201

CAP WALL AND LEAVECEILING ABOVE EXPOSED

EXPOSED CEILINGEXPOSED CEILING

2BINTERIOR ELEVATION

TRANSACTIONWINDOW AS SPECIFIED

2'-1

0"

FINISH FLOOR0'-0"

TOP OF WALL11'-0"

2AINTERIOR ELEVATION

A1005

STOREFRONT WINDOW/DOOR FRAME TYPES

GENERAL WINDOW NOTE:

· ALL INTERIOR STOREFRONT WINDOW/DOOR SYSTEMS TO BE "KAWNEER" INFRAME INTERIOR FRAMING SYSTEM, FINISH: PERMAFLUOR DARK IVY.· INSTALL ALL WINDOWS AND STOREFRONT WINDOW/DOOR SYSTEMS TO COMPLY WITH MANUFACTURER STANDARD AND WARRANTEE INFORMATION.· TRANSACTION WINDOW TO BE READY ACCESS, 275 LOW PROFILE SINGLE PANEL SLIDER; STANDARD SIZE: 35-3/4"W x 35-3/4"H OR SIMILAR

7'-0

"

1/4" CLEARTEMPEREDGLASS

DOOR, SEE DOORTYPE AND SCHEDULE

DOOR, SEE DOORTYPE AND SCHEDULE

1'-4"

15'-2"

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

2'-1

0"

TYPE 1

4"

SOLID SURFACE COUNTERTOP,TYP. UNLESS OTHERWISENOTED. OWNER TO CHOOSETYPE AND COLOR.

1 1/

2"

4"

1 1/

2"

36" M

AX.

EXISTING MASONRY WALL

TRANSACTIONWINDOW AS SPECIFIED

EXISTING MASONRY WALL

INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"

A100

FLOOR PLAN

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REVISIONS

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Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

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04/06/2020

FLOOR PLANSCALE: 1/4" = 1'-0"1

PLAN LEGEND:

EXISTING WALL

WALL TYPE - ALL WALLS ARE TYPEW1 UNLESS OTHERWISE NOTED

PLAN NOTES:

1. ALL INTERIOR WALLS ARE WALL TYPE W1 AND ARE DRAWN AS3-5/8" METAL STUDS UNLESS NOTED OTHERWISE.

2. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTEDOTHERWISE.

3. FRAMING SUBCONTRACTOR SHALL COORDINATE FRAMING WITHLOCATIONS OF HVAC VENTS, PLUMBING AND LIGHTING FIXTURESSO AS TO AVOID CONFLICT.

4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF A DOOR IN A CLOSEDPOSITION, AND ON THE SAME WALL PLANE SHALL BE TEMPERED.TEMPERED GLASS SHALL BE INSTALLED BY CODE IN THEFOLLOWING LOCATIONS:

a. DOOR GLAZINGb. GLAZING WITHIN 24" OF AN ADJACENT DOOR WITH SILL LESS

THAN 60 DEGREESc. INDIVIDUAL PANES OF GLAZING GREATER THAN 9 SF AND SILL

LESS THAN 18" ABOVE FLOOR AND TOP EDGE GREATER THAN 36"5. TRANSACTION WINDOW TO BE READY ACCESS, 275 LOW PROFILE

SINGLE PANEL SLIDER; STANDARD SIZE: 35-3/4"W x 35-3/4"H ORSIMILAR

DOOR TAG01

W1

NEW WALL

WALL TYPES:

W1: 5/8" GYPSUM BOARD, 3-5/8" METAL STUDS @16" O.C., 5/8" GYPSUM BOARD

DOOR SCHEDULE AND TYPESCALE: NOT TO SCALE3

SECTION DETAILSCALE: 1" = 1'-0"5 WINDOW TYPES

SCALE: NOT TO SCALE4

ABBREVIATIONSSCALE: NTS

@: At (the rate of)&: And1R1S: One Rod One Shelf2R2S: Two Rods Two Shelves5S: Five Shelves

AB: Anchor BoltABV: AboveAC: Air Conditioning, Alternating Current, AcousticalACC: AccessACI: American Concrete InstituteACT: Acoustical Tile; ActualADA: Americans with Disabilities Act of 1992ADAAG: Americans with Disabilities Act Architectural GuidelinesADD: Addendum; AdditionADDL: AdditionalADJ: Adjust, Adjustable, AdjacentAFF: Above Finished FloorAGGR: AggregateAIA: American Institute of ArchitectsALUM: AluminumAMT: AmountAPPROX: ApproximateAPRVD: ApprovedARCH: Architect, ArchitecturalASB: AsbestosASSOC: Association; AssociateASTM: American Society for Testing and MaterialsAUTO: AutomaticAVG: Average

BDRM: BedroomBETW: BetweenBG: Bag (e.g., of cement)BLDG: BuildingBLKG: BlockingBLT-IN: Built-InBLW: BelowBOT: BottomBRK: BrickBTU: British Thermal UnitsBTUH: British Thermal Units per Hour

CAB: CabinetCAP: CapacityCAR: CarpetCARP: CarpenterCAT: CatalogCAV: CavityCB: Catch Basin, Concrete Block,Cast Brass, Coal BinCBL: Concrete BlockCBX: Cast Box StrikeCC: Cubic CentimeterCCT: CircuitCCW: Counter ClockwiseCCTV: Closed Circuit TVCD: Cold Drawn, CadmiumCDS: Cold Drawn SteelCEL: CellarCEM: CementCEM AB: Cement Asbestos BoardCem P: Cement Water PaintCER: CeramicCF: Cubic FeetCFL: CounterflashingCFM: Cubic Feet per MinuteCFS: Cubic Feet per SecondCFT: Cubic FootCG: Corner GuardCH: Coat HookCHB: Chalk BoardCHR: Chilled Water ReturnCHAM: ChamferCHAN: ChannelCHBD: ChalkboardCHS: Chilled Water SupplyC.I.: Cast IronCI: Cast IronCIN BL: Cinder BlockCIP: Cast Iron Pipe, Cast-in-PlaceCIR: Circle, Circular, CircuitCIRC: CircumferenceCISP: Cast Iron Soil/sewer PipeCITG: Clear Insulating Tempered GlassCJ: Control JointCJF: Cork Joint FillerCK: CaulkingCKT: CircuitCL: Centerline, Clearance, Closing, Closure, Class, ClosetCLG: CeilingCLKG: CaulkingCLH: Clothes Line HookCLL: Contract Limit LineCLO: ClosetCLP: ClampCLR: ClearCMU: Concrete Masonry UnitCMUP: Concrete Masonry Unit PaintedCNTR: Center, CounterC.O.: Cased OpeningCO: Company, Cleanout, Cased Opening, Cut OutCOL: ColumnCON: ConstructionCONC: ConcreteCONST: ConstructionCONT: Continuous, Continue, ControlCPT: CarpetCRS: CourseCT: Ceramic Tile, Cork Tile,CTR: Center, Counter

DBL: DoubleDEG: DegreeDEMO: DemolitionDH: Double HungDIAG: DiagonalDIA: DiameterDIM: DimensionDISP: DisposalDIV: DivisionDS: DownspoutDTL: DetailDWG: DrawingDS: Downspout

EA: EachEIFS: Exterior Insulation and Finish SystemEJ: Expansion JointEL: Elevation, ElevatorELEC: ElectricalELEV: Elevator, ElevationEMER: EmergencyENTR: EntranceEPDM: Ethylene Propylene Diene MonomerEQ: EqualEQUIP: EquipmentEST: EstimateEXIST: Existing

FABR: FabricateFACP: Fire Alarm Control PanelFAR: Floor Area RatioFD: Floor drainFDC: Fire Department ConnectionFE: Fire ExtinguisherFEC: Fire Extinguisher CabinetFFE: Finished Floor ElevationFF&E: Fixtures, Furnishings & EquipmentFIN: Finish, finishedFIXT: FixtureFLR: FloorFOC: Face of ConcreteFOF: Face of FinishFOS: Face of StudsFPL: FireplaceFT: Foot, Feet, Fully TemperedFTG: Footing, FittingFURN: Furnish, FurnitureFURR: Furring

GA: Gauge, GageGAL: GallonGALV: GalvanizedGB: Grab Bar, Glass Block, Gypsum BoardGC: General ContractorGCB: Gypsum Ceiling BoardGPM: Gallons Per MinuteGVL: GravelGWB: Gypsum Wall Board

HB: Hose BibHBD: HardboardHC: HandicappedHDR: HeaderHDW: HardwareHDWD: HardwoodHGT: HeightHORIZ: HorizontalHR: HourHTR: HeaterHTWR: Hot Water HeaterHVAC: Heating, Ventilating & ACHW: Hot Water

ID: Inside DiameterIN: InchINCAND: IncandescentINFO: InformationINSUL: InsulationINT: Interior, InternalINV: Invert

J-BOX: Junction BoxJAN: JanitorJST: JoistJT: Joint

KIT: KitchenKO: KnockoutKS: Kitchen Sink

L: Linen ClosetLAD: LadderLAM: Laminate, LaminatedLAV: LavatoryLB: Pound (weight)LH: Left HandLIBR: LibraryLIN: LinearLINO: LinoleumLL: Live LoadLNTL: LintelLR: Living RoomLTL: LintelLT WT: LightweightLVL: Laminated Veneer LumberLVR: Louver

MAINT: MaintenanceMAX: MaximumMECH: MechanicalMED: MediumMED CAB: Medicine CabinetMEMB: MembraneMEZZ: MezzanineMIN: MinimumMIR: MirrorMISC: MiscellaneousMTD: MountedMTL: Material, Metal

NEUT: NeutralNIC: Not In ContractNOM: NominalNTS: Not To Scale

OC: On CenterOD: Outside DiameterOH: OverheadOHD: Overhead DoorOPNG: OpeningOPP: OppositeOPP H: Opposite Hand

P. LAM: Plastic LaminatePBD: Particle BoardPLUMB: PlumbingPNEU: PneumaticPNL: PanelPRTN: PartitionPT: Pressure TreatedPTD: Painted, Paper Towel DispenserPVC: Polyvinyl Chloride

QT: Quarry Tile, QuartQTR: QuarterQTY: Quantity

RCP: Reflected Ceiling PlanRD: Roof DrainREBAR: Reinforcing BarREFL: Reflected, ReflectorREF: RefrigeratorREQD: RequiredREV: Reverse, Revise, RevisionRH: Right HandRMV: RemoveRO: Rough Opening

SAN: SanitarySCHED: ScheduleSCWD: Solid Core WoodSEAL: SealantSECT: SectionSF: Square FootSHT: SheetSIM: SimilarSPEC: Specification, SpecificationsSPECS: SpecificationsSPK: SpeakerSQ: SquareSS: Stainless SteelSTC: Sound Transmission ClassSTD: StandardSTL: SteelSTO: StorageSTRUC: StructuralSYN: Synthetic

T: ThermostatT&G: Tongue & GrooveTB: Towel BarTEL: TelephoneTEMP: TemporaryTHK: Thick, ThicknessTHRU: ThroughTR: Tread, TransomTSL: Top of SlabTST: Top of SteelTV: TelevisionTW: Top of WallTYP: Typical

UC: UndercutUL: Underwriters' LaboratoriesUNFIN: UnfinishedUNO: Unless Noted OtherwiseUT: Utility

VB: Vapor BarrierVCT: Vinyl Composition TileVENT: Ventilate, VentilatorVERT: VerticalVEST: VestibuleVIF: Verify In the FieldVIN: VinylVOL: VolumeVT: Vinyl Tile

WAINS: WainscotWD: WoodWH: Water HeaterWWF: Welded Wire Fabric

INDEX OF DRAWINGSSCALE: NTS

SMITH ELEMENTARY2235 DELANEY DRIVE

BURLINGTON, NC, 27215

Architect: PLAGEMAN ARCHITECTURE408 S Spring St. - Burlington - North Carolina - 27215

phone: 336-226-3933 - Email: john@pl-arch.comContact - John Plageman

PERMIT SET

03/30/2020

material symbols

CONCRETE MASONRY UNIT

WASHED STONE

CONCRETE

EARTH

ROUGH WOOD - BLOCKING

FINISHED WOOD

STONE

STEEL (LARGE SCALE) BATT INSULATION

RIGID FOAM INSULATION

PLYWOOD

BRICK

GLASS

GYPSUM BOARD

drawing symbolsW2ELEVATION AND DETAIL NUMBER

INTERIOR ELEVATION AND DETAIL LETTER

COLUMN LINE DESIGNATION

DENOTES MATERIAL/BUILDING FINISHES, REFER TO A8.0

DENOTES WALL TYPE DESIGNATION

DENOTES FINISHED CEILING HEIGHT AFF

DOOR NUMBER DESIGNATION

W1 WINDOW/GLASS NUMBER DESIGNATION

ABC TYPE FIRE EXTINGUISHER

A INTERIOR ELEVATION TAG

DENOTES ELEVATION HEIGHT

DENOTES FLOORING FINISH TYPE

DENOTES WALL BASE TYPEFL-1WB-1

12

SHEET NAMESUBMISSION DATE

INDEX OF DRAWING

SHEET #CD 100%

ARCHITECTURAL DRAWINGSCS1 COVER SHEET, ABBREVIATIONS, INDEX OF DRAWING, GENERAL NOTES

A100 GROUND FLOOR PLAN

04/06/2020

CS1

COVER SHEET,ABBREVIATIONS,

INDEX OF DRAWING

X'-X"

D1

A

D

C

B

ACM1

X

A1001

A1001

CO

NS

TR

UC

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N D

RA

WIN

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F

OR

:

JOB NUMBER

PA2014

REVISIONS

SM

IT

H E

LE

ME

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AR

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Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

SHEET NAME

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plagemanarchitecture.com

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04/06/2020

INITIAL

PERMIT

SUBMITTAL

22

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72

15

SHEET NUMBER

DRAWN BY: (JC)

04/06/2020

GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTING CONDITIONS. GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL INFORMATION INCLUDED WITHIN THESEDOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATEBUILDING CODE ALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DRAWINGS WITH ALL SITE INFORMATION ANDAPPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL PLUMBING, MECHANICAL, ELECTRICAL, AND FIREPROTECTION DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELD DISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUT NOT LIMITED TO OWNER, ENGINEER,MANUFACTURER)", ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS OR COORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION AND THE ARCHITECT IS NOT INCLUDED WITHIN THEDISCUSSION, ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY. THESE DRAWINGS DO NOT CONTAIN PROVISIONS FORJOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF CONSTRUCTIONDEVIATING FROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARING ALL DIMENSIONS IN THE CONSTRUCTIONDOCUMENTS AND EXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND INFORMING THE ARCHITECT OF ANYDISCREPANCIES, ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THE CONSTRUCTION DOCUMENTS BEFOREPROCEEDINGS OR CONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD DIMENSIONS PRIOR TO STARTING WORK, ANDPRIOR TO ORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL SHOP DRAWINGS AND VERIFYING THAT THEY ARECORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EXHAUST FOR DRYERS, BATHROOMS, AND RANGES TOEXTERIOR WITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDE ELEVATION) VERIFY TERMINUS TYPE ANDLOCATION WITH OWNER PRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENTSHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION VARIATIONS FROM THE INFORMATION CONTAINEDHERE-IN UNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT. REPRODUCTION OF THESE DRAWINGS IS PROHIBITEDUNLESS WRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTED OTHERWISE. ALL COLORS TO BE CHOSEN FROMMANUFACTURER STANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESE CONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUAL PRODUCTS MUST BE APPROVED BY THE OWNER ANDARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL,ELECTRICAL AND ALL OTHER EQUIPMENT.

CS2 APPENDIX B 04/06/202004/06/2020

BUILDING CODE SUMMARYFOR ALL COMMERCIAL PROJECTS(EXCEPT 1 & 2 FAMILY DWELLINGS AND TOWNHOUSES)

NAME OF PROJECT:

ADDRESS:

OWNER OR AUTHORIZED AGENT: PHONE:

EMAIL: FAX:

OWNED BY: PRIVATELY CITY/COUNTY STATE

CODE ENFORCEMENT JURISDICTION: CITY COUNTY STATE

NAME OF JURISDICTION:

PROJECT SUMMARY

BUILDING DESCRIPTION:

SCOPE OF WORK:

CODE COMPLIANCE SUMMARY:

ALTERNATIVE MEANS OF COMPLIANCE REQUEST:

LEAD DESIGN PROFESSIONAL/PROJECT COORDINATOR:

DESIGNER FIRM NAME LICENSE# PHONE#

ARCHITECTURAL:

CIVIL:

ELECTRICAL:

FIRE ALARM:

PLUMBING:

MECHANICAL:

SPRINKLER-STANDPIPE:

STRUCTURAL:

PRECAST:

TRUSSES:

RETAINING WALLS >5'

OTHER:

NOTE: IF APPLICABLE, SPECIAL INSPECTIONS AND INSPECTORS TO BE LISTED ON THIS SHEET

XX

OCCUPANCY INFORMATIONPRIMARY OCCUPANCIES:

ASSEMBLY: A-1 A-2 A-3 A-4 A-5 BUSINESS EDUCATIONAL

FACTORY-INDUSTRIAL: F-1 F-2

HIGH-HAZARD: H-1 H-2 H-3 H-4 H-5

INSTITUTIONAL: I-1 I-2 I-3 I-4I3 USE CONDITION: 1 2 3 4 5

MERCANTILE RESIDENTIAL: R-1 R-2 R-3 R-4

STORAGE: S-1 S-2 HIGH-PILEDS-1 REPAIR GARAGE(406.6) S-2 PARKING GARAGE OPEN(406.3) ENCLOSED(406.4)

UTILITY AND MISCELLANEOUS

OTHER USES:ACCESSORY USES (INDICATE PERCENTAGES):

INCIDENTAL USES:

SPECIAL OCCUPANCIES: 402 403 404 405 406 407 408 409 410411 412 413 414 415 416 417 418 419420 421 422 423 424 425 426 427

X

MIXED OCCUPANCY: NO YES SEPARATION:NON-SEPARATED MIXED OCCUPANCY (508.3.2)SEPARATED MIXED OCCUPANCY (508.3.3)

ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY B < 1 ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B

X

ALLOWABLE AREA & HEIGHT CALCULATIONS

EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE

NORTH

SOUTH

EAST

WEST

TOTAL P F W

INCREASE FRONTAGE %INCREASE SPRINKLERS %

FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULAI(f) = 100(F - 0.25) W

P 30

BUILDING DATACONSTRUCTION TYPE: I-A I-B II-A II-B III-A III-B IV-HT V-A V-B

MIXED CONSTRUCTION: NO YES

SPRINKLERS: NO YES NFPA 13 NFPA 13R PARTIALLY SPRINKLERED SPECIAL SUPPRESSION

STANDPIPES: NO YES CLASS: I II III WET DRY

BUILDING HEIGHT: FEET STORY

BASEMENT: NO YES MEZZANINE: NO YES

HIGH RISE: NO YES LIFE SAFETY PLAN SHEET #

GROSS BUILDING AREA:

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL

BASEMENTGROUND FLOORMEZZANINE2ND FLOOR3RD FLOOR4TH FLOOR

TOTAL

AREA OF PROJECT TENANT/ALTERATION/RENOVATION:AREA OF CONSTRUCTION:

XX

X

XX

X

X

BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW

STORY#

OCCUPANCY (A)BLDG AREAPER STORY(ACTUAL)

(B)TABLE 503 5

AREA

(C)% OPENSPACE

INCREASE 1

(D)%

SPRINKLERINCREASE 2

(E)ALLOWABLEFLOOR AREA

ORUNLIMITED 3

RATIO OFACTUAL TOALLOWABLE

(F)MAX. BLDG

AREA 4

SEPARATIONRATING

REQUIRED

NOTES:1. OPEN SPACE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

a. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MIN. WIDTH = ______ FT(F)b. TOTAL BUILDING PERIMETER = _________ FT (P)c. RATIO (F/P) = __________ (F/P)d. W = MINIMUM WIDTH OF PUBLIC WAY = _________ FT (W)e. PERCENT OF FRONTAGE INCREASE = ___________ (FROM FORMULA ABOVE)

2. THE SPRINKLER INCREASE PER SECTION 506.3 IS AS FOLLOWS:a. MULTISTORY BUILDING IS = 200 PERCENTb. SINGLE STORY BUILDING IS = 300 PERCENT

3. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B,F,M,S,A-4 (507.1, 507.2, 507.3, 507.4, 507.7); GROUP A MOTION PICTURE (507.10); MALLS (507.11); AND H-2 AIRCRAFT PAINT HANGARS (507.8).

4. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING X E BUT NOT GREATER THAN 3 X E.

5. THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2.

ALLOWABLE HEIGHTMOST RESTRICTIVE USE

(GROUP ____ )ALLOWABLE HEIGHT

(TABLE 503)INCREASE FOR

SPRINKLERSSHOWN ON

PLANSCODE REFERENCE

TYPE OF CONSTRUCTION

BUILDING HEIGHT (FT)

BUILDING HEIGHT (STORIES)

TYPE _____________ TYPE ________ TABLE 601

TABLE 503

TABLE 503

H = _______

S = _______

H + 20 FT = ______ (FT)

S + 1 = _________

H = _______ (FT)

S = ________

FIRE PROTECTION REQUIREMENTS

BUILDINGELEMENT

FIRE SEPARATIONDISTANCE

(FEET)

RATINGREQ'D PROVIDED

(W/ _____ HR*REDUCTION)

DETAIL #&

SHEET #

DESIGN #FOR RATEDASSEMBLY

DESIGN #FOR RATED

PENETRATION

DESIGN #FOR RATED

JOINTS

BEARING WALLS EXTERIORNORTHSOUTH

EASTWEST

INTERIOR BEARING WALLSNON-BEARING WALLS EXTERIOR

NORTHSOUTH

EASTWEST

INTERIOR NON-BEARING WALLS

STRUCTURAL FRAME, INCLUDINGSUPPORTING COLUMNS, GIRDERS& TRUSSES

FLOOR CONSTRUCTION,INCLUDING SUPPORTING BEAMSAND JOISTS. LIST CONSTRUCTIONTYPE.FLOOR CEILING ASSEMBLYCOLUMNS SUPPORTING FLOORS

ROOF CONSTRUCTION, INCLUDINGSUPPORTING BEAMS & JOISTS**

ROOF CEILING ASSEMBLYCOLUMNS SUPPORTING ROOFSHAFTS - EXIT ENCLOSURESSHAFTS - OTHER (DESCRIBE)SHAFTS - OTHER (DESCRIBE)CORRIDOR SEPARATIONOCCUPANCY SEPARATION

PARTY/FIRE WALL SEPARATIONINCIDENTAL USE SEPARATION

DWELLING/SLEEPING UNITSEPARATIONSMOKE BARRIER SEPARATIONTENANT SEPARATION

* INDICATE SECTION NUMBER PERMITTING REDUCTION** INDICATE IF USING TABLE 601 NOTE C EXCEPTION

PERCENTAGE OF WALL OPENING CALCULATIONSTHIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE

ALLOWABLE OPENINGS PER TABLE 705.8

WALL LEGENDS

LIFE SAFETY SYSTEM REQUIREMENTS

LIFE SAFETY PLAN SHEET # (IF REQUIRED)

EMERGENCY LIGHTING: NO YES

EXIT SIGNS: NO YES

FIRE ALARM: NO YES

SMOKE DETECTION SYSTEMS: NO YES

PANIC HARDWARE: NO YES

XXX

X

EXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS

1. CORRIDOR DEAD ENDS (SECTION 1017.3)2. SINGLE EXITS (SECTION 1015.1; SECTION 1019.2)3. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3)

OCCUPANT LOAD AND EXIT WIDTH

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)3. MINIMUM WIDTH OF EXIT PASSAGEWAY (SECTION 1021.2)4. THE LOSS OF 1 MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE TOTAL

REQUIRED (SECTION 1005.1)5. ASSEMBLY OCCUPANCIES (SECTION 1025)

CITY OF BURLINGTON

EXIST. 1

EXISTING

100 SF +/-100 SF +/-

UNLIMITED

USE GROUPAND/OR SPACEDESIGNATION

(a)

AREA 1

SQ.FT.

(b)

AREA 1 PEROCCUPANT

(a/b)

NUMBER OFOCCUPANTS

REQUIRED WIDTH(a/b)xc

(TABLE 1005.1)STAIR LEVEL

EXIT WIDTH (in)2,3,4,5

ACTUAL WIDTHSHOWN ON PLANS

STAIR LEVEL

TOTAL # OF OCCUPANTS

(c)

EGRESS WIDTHPER OCCUPANT(TABLE 1005.1)STAIR LEVEL

FLOOR, ROOMAND/OR SPACEDESIGNATION

MINIMUM NUMBER OFEXITS2

REQUIRED SHOWN ONPLANS

TRAVEL DISTANCE

ALLOWABLETRAVEL DIST.

(TABLE 1016.1)

ACTUAL TRAVELDISTANCE SHOWN

ON PLANS

ARRANGEMENT OF MEANS OFEGRESS 1,3 (SECTION 1015.2)

REQUIRED DIST.BTWN. EXITS

(TABLE 1015.1)ACTUAL DISTANCESHOWN ON PLANS

JOHN P. PLAGEMAN

PLAGEMAN ARCHITECTURE JOHN P. PLAGEMAN 10091 919-619-5012

JOHN P. PLAGEMAN 919-619-5012

JOHN@PL-ARCH.COM

INDICATE IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS:

FIRE PARTITION 709 FIRE WALLS 706 FIRE BARRIERS 707 SMOKE PARTITIONS 711

SMOKE BARRIERS 710 SHAFT ENCLOSURES 708

GENERAL NOTES

1. ARCHITECT IS NOT RESPONSIBLE FOR BUILDING'S EXISTINGCONDITIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFICATION AND COORDINATION OF ALL INFORMATIONINCLUDED WITHIN THESE DOCUMENTS.

2. ALL CONSTRUCTION AND CONSTRUCTION PRACTICES SHALL BE INACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODEALONG WITH CITY, COUNTY AND STATE REGULATIONS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANYADDITIONAL DRAWINGS NOT CONTAINED HERE-IN, FOR THEPURPOSE OF OBTAINING PERMITS.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL DRAWINGS WITH ALL SITE INFORMATIONAND APPLICABLE CODES.

5. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALLPLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTIONDRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELDDISCREPANCIES.

6. WHERE IT IS STATED "GC TO COORDINATE WITH (INCLUDING BUTNOT LIMITED TO OWNER, ENGINEER, MANUFACTURER)",ARCHITECT IS NOT RESPONSIBLE FOR DECISIONS ORCOORDINATION.

7. IF ANY FIELD CHANGES ARE MADE DURING CONSTRUCTION ANDTHE ARCHITECT IS NOT INCLUDED WITHIN THE DISCUSSION,ARCHITECT IS NOT RESPONSIBLE FOR RESULTS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY.THESE DRAWINGS DO NOT CONTAIN PROVISIONS FOR JOB SAFETY.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYINGTHE ARCHITECT IMMEDIATELY OF CONSTRUCTION DEVIATINGFROM DEPICTED OR IMPLIED INFORMATION HERE-IN.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPARINGALL DIMENSIONS IN THE CONSTRUCTION DOCUMENTS ANDEXISTING CONDITIONS IN THE FIELD.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYINGAND INFORMING THE ARCHITECT OF ANY DISCREPANCIES,ERRORS, CONFLICTS, OR OMISSIONS FOUND IN THECONSTRUCTION DOCUMENTS BEFORE PROCEEDINGS ORCONTINUING WORK IN THIS AREA.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGALL FIELD DIMENSIONS PRIOR TO STARTING WORK, AND PRIOR TOORDERING EQUIPMENT AND/OR CASEWORK.

13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKINGALL SHOP DRAWINGS AND VERIFYING THAT THEY ARE CORRECT.

14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGEXHAUST FOR DRYERS, BATHROOMS, AND RANGES TO EXTERIORWITH PROPER TERMINUS (NOT TO BE LOCATED ON STREET SIDEELEVATION) VERIFY TERMINUS TYPE AND LOCATION WITH OWNERPRIOR TO INSTALLATION.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGTHAT ALL MATERIALS, FINISHES, AND/ OR EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND/OR RECOMMENDATIONS.

16. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONVARIATIONS FROM THE INFORMATION CONTAINED HERE-INUNLESS REVIEWED AND APPROVED BY ARCHITECT.

17. DO NOT SCALE DRAWINGS, BUT RATHER INQUIRE OF ARCHITECT.REPRODUCTION OF THESE DRAWINGS IS PROHIBITED UNLESSWRITTEN PERMISSION IS OBTAINED FROM ARCHITECT.

18. ALL FINISHES ARE TO BE SELECTED BY OWNER UNLESS NOTEDOTHERWISE. ALL COLORS TO BE CHOSEN FROM MANUFACTURERSTANDARD COLOR SELECTION.

19. ALL MATERIALS /EQUIPMENT SPECIFIED WITHIN THESECONSTRUCTION DOCUMENTS SHALL BE USED FORCONSTRUCTION. SUBSTITUTIONS OF SIMILAR OR EQUALPRODUCTS MUST BE APPROVED BY THE OWNER AND ARCHITECT.

20. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERSDURING CONSTRUCTION PER LOCAL FIRE MARSHALREQUIREMENTS.

21. GENERAL CONTRACTOR SHALL PROVIDE ALL BASIS AND BLOCKINGREQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND ALLOTHER EQUIPMENT.

APPENDIX B CODE SUMMARYSCALE: NTS

CS2

GENERAL NOTES,ENERGY SUMMARY,

AND APPENDIX B

3 PROJECT SUMMARYSCALE: NTS2 GENERAL NOTES

SCALE: NTS1

87,640 +/- 0 87,640 +/-

AN EXISTING SCHOOL BUILDING - IN OPERATION - TYPE 2B CONSTRUCTION

THESE DRAWINGS ARE FOR THE ALTERATION OF THE ENTRY LOBBY TO INCLUDE A SECURITY VESTIBULE

TO THE BEST OF OUR KNOWLEDGE THIS PROJECT IS DESIGNED IN COMPLIANCE WITH THE EXISTINGBUILDING CODE OF NORTH CAROLINA

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Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

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SMITH ELEMENTARY

2235 DELANEY DRIVE, BURLINGTON, NC, 27215

SMITH ELEMENTARY IS BROKEN UP INTO 4 BUILDINGS CONNECTED BY SMALL HALLWAYCONNECTORS.

THIS PROJECT IS THE ADDITION OF A SECURITY VESTIBULE WITHIN THE MAIN BUILDINGENTRYWAY.

THE MAIN BUILDING IS APPROXIMATELY 31,960 SQ.FT.

87,640 +/- 0 87,640 +/-

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO SCOPE OF WORK

EXISTING BUILDING

NO CHANGE TO EXISTING

EXISTING BUILDING

NO CHANGE TO EXISTING

PRINCIPAL

RECEPTION

CONFERENCE

ENTRY

LIBRARY OFFICE

HEALTH OFFICE

HALLWAY

WORKROOM

PROFESSIONAL LIBRARY

23'-0

"

W1

01 02

A100

2B

ENTRY VESTIBULE

1

1

2A

TRANSACTION WINDOW AS SPECIFIED

INSTALL ELECTRIFIED DOOR STRIKE TOBE CONTROLLED AT RECEPTION DESK.

30" x 48" CLEAR FLOOR SPACEFOR PARALLEL APPROACH

INSTALL ELECTRIFIED DOOR STRIKE TOBE CONTROLLED AT RECEPTION DESK.

FINISH FLOOR0'-0"

TOP OF WALL11'-0"

0201

CAP WALL AND LEAVECEILING ABOVE EXPOSED

EXPOSED CEILINGEXPOSED CEILING

2BINTERIOR ELEVATION

7'-0

"

6'-0"

D1ALUMINUM STOREFRONT DOOR

6"1'

-0"

6"

6" 6"

6"

1/4" CLEARTEMPEREDGLASS

DOOR AND FRAME SCHEDULEDOOR

TAG WIDTH HEIGHT THICK TYPE MATERIAL GLAZING FIRERATING

DOORMATERIAL TYPE

FRAME HARDWARESET

NOTES

0102

6'-0"6'-0"

7'-0"7'-0"

1 3/4"1 3/4"

D1D1

ALUM YES ----

ALUM -- A ----

HARDWARE SET NOTES:A. PAIR OF EXTERIOR ALUMINUM ENTRANCE DOORS WITH PANIC HARDWARE - LOCKSET

ALUM YES ALUM -- A

STOREFRONT WINDOW/DOOR FRAME TYPES

GENERAL WINDOW NOTE:

· ALL INTERIOR STOREFRONT WINDOW/DOOR SYSTEMS TO BE "KAWNEER" INFRAME INTERIOR FRAMING SYSTEM, FINISH: PERMAFLUOR DARK IVY.· INSTALL ALL WINDOWS AND STOREFRONT WINDOW/DOOR SYSTEMS TO COMPLY WITH MANUFACTURER STANDARD AND WARRANTEE INFORMATION.· TRANSACTION WINDOW TO BE READY ACCESS, 275 LOW PROFILE SINGLE PANEL SLIDER; STANDARD SIZE: 35-3/4"W x 35-3/4"H OR SIMILAR

7'-0

"

1/4" CLEARTEMPEREDGLASS

DOOR, SEE DOORTYPE AND SCHEDULE

DOOR, SEE DOORTYPE AND SCHEDULE

1'-4"

15'-2"

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

2'-1

0"

TYPE 1

TRANSACTIONWINDOW AS SPECIFIED

2'-1

0"

FINISH FLOOR0'-0"

TOP OF WALL11'-0"

2AINTERIOR ELEVATION

A1005

4"

SOLID SURFACE COUNTERTOP,TYP. UNLESS OTHERWISENOTED. OWNER TO CHOOSETYPE AND COLOR.

1 1/

2"

4"

1 1/

2"

36" M

AX.

EXISTING MASONRY WALL

TRANSACTIONWINDOW AS SPECIFIED

EXISTING MASONRY WALL

INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"

A100

FLOOR PLAN

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Plageman Architecture

Burlington, NC 27215

408 S. Spring St.

336-226-3933

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plagemanarchitecture.com

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04/06/2020

FLOOR PLANSCALE: 1/4" = 1'-0"1

PLAN LEGEND:

EXISTING WALL

WALL TYPE - ALL WALLS ARE TYPEW1 UNLESS OTHERWISE NOTED

PLAN NOTES:

1. ALL INTERIOR WALLS ARE WALL TYPE W1 AND ARE DRAWN AS3-5/8" METAL STUDS UNLESS NOTED OTHERWISE.

2. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTEDOTHERWISE.

3. FRAMING SUBCONTRACTOR SHALL COORDINATE FRAMING WITHLOCATIONS OF HVAC VENTS, PLUMBING AND LIGHTING FIXTURESSO AS TO AVOID CONFLICT.

4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF A DOOR IN A CLOSEDPOSITION, AND ON THE SAME WALL PLANE SHALL BE TEMPERED.TEMPERED GLASS SHALL BE INSTALLED BY CODE IN THEFOLLOWING LOCATIONS:

a. DOOR GLAZINGb. GLAZING WITHIN 24" OF AN ADJACENT DOOR WITH SILL LESS

THAN 60 DEGREESc. INDIVIDUAL PANES OF GLAZING GREATER THAN 9 SF AND SILL

LESS THAN 18" ABOVE FLOOR AND TOP EDGE GREATER THAN 36"5. TRANSACTION WINDOW TO BE READY ACCESS, 275 LOW PROFILE

SINGLE PANEL SLIDER; STANDARD SIZE: 35-3/4"W x 35-3/4"H ORSIMILAR

DOOR TAG01

W1

NEW WALL

WALL TYPES:

W1: 5/8" GYPSUM BOARD, 3-5/8" METAL STUDS @16" O.C., 5/8" GYPSUM BOARD

DOOR SCHEDULE AND TYPESCALE: NOT TO SCALE3

SECTION DETAILSCALE: 1" = 1'-0"5 WINDOW TYPES

SCALE: NOT TO SCALE4