MODIFICATIONS TO NORTH BUNCOMBE MIDDLE SCHOOL works

DN

DN

..

.

PLANNORTH

BASE BIDRENOVATION AREA FOR CTE & ART CLASSROOMS

ALTERNATE -1RENOVATION AREA

FOR GYM LOBBY

NARRATIVE FOR PLUMBING, MECHANICAL AND ELECTRICAL:

BASE BIDART & CTE AREA PLUMBING:• ALL EXISTING PUMBING FIXTURES TO BE REMOVED. EXISTING HW, CW, WASTE AND VENT PIPING TO BE

REUSED, ALL EXISTING PIPING MADE OBSOLETE TO BE REMOVED WHERE ACCESSIBLE OR ABANDONED WHERE INACCESSIBLE.

• (3) NEW SINKS WITH PLASTER TRAPS TO BE ADDED TO "ART 6" AND WILL CONNECT TO EXISTING PIPING. (1) OF THE (3) NEW SINKS TO BE ADA COMPLIANT.

• NEW ADA BATHROOM "TOILET 4" TO BE ADDED AND WILL CONNECT TO EXISTING PIPING.

ART AND CTE AREA HVAC:• SIX (6) EXISTING FAN/COIL UNITS AND FRESH AIR INTAKES TO BE RE-USED AND RELOCATED ONLY IF

NECESSARY. ALL OTHER HVAC AND SHOP EXHAUST/SPECIALTY EXHAUST EQUIPMENT TO BE REMOVED.

ART AND CTE AREA ELECTRICAL:• EXISTING 400A GUTTER AND ASSOCIATED PANELS SERVING ART/CTE AREA TO BE REMOVED FROM AREA

THAT BECOMES ACCESS TO ART ROOM FROM DOOR "6A". EXISTING FEEDERS AND 4" CONDUIT TO BE EXTENDED TO A NEW ELECTRICAL "CLOSET 5" FOR A 400A PANEL TO SERVE ART/CTE..

• ALL EXISTING LIGHTING TO BE REMOVED AND PLACED WITH LED FIXTURES.• NEW POWER AND DATA TO ALL REQUIRED LOCATIONS AND SPECIALTY DEVICES SUCH AS, POTTERY

WHEELS, 3-D PRINTER AND OTHER ART AND CTE OUTLETS.

ALTERNATE -1GYM LOBBY PLUMBING:• ALL EXISTING PLUMBING FIXTURES IN THIS AREA WILL BE REMOVED.• EXISTING HW, CW, WASTE AND VENT PIPING TO BE REUSED, ALL EXISTING PIPING MADE OBSOLETE TO BE

REMOVED WHERE ACCESSIBLE OR ABANDONED WHERE INACCESSIBLE.• NEW ADA TOILETS, URINALS, AND LAVATORIES AS SHOWN ON PLAN, FIXTURES WILL CONNECT TO EXISTING

PIPING.• CONCESSIONS PLUMBING AS SHOWN ON PLAN, NEW PLUMBING DISTRIBUTION TO BE CAPPED FOR

FUTURE USE WITH THE EXCEPTION OF THE NEW HIGH/LOW ELECTRIC DRINKING FOUNTAIN WHICH WILL BE INSTALLED AND CONNECTED.

GYM LOBBY HVAC:• EXISTING HVAC IN THIS AREA TO REMAIN AND BE REUSED. • NEW EXHAUST FOR RESTROOMS.

GYM LOBBY ELECTRICAL:• EXISTING PANEL LOCATION IN LOBBY TO BE RELOCATED BE REUSED.• RESTROOMS AND CONCESSIONS TO HAVE A COMBINATION OF NEW LED LIGHT FIXTURES.• LOBBY AREA LIGHTING TO BE REUSED IN NEW LOBBY AND CONCESSIONS' CEILINGS.• POWER TO BE SUPPLIED FOR FUTURE CONCESSIONS EQUIPMENT.

DURHA M, NC

MHAworks, P.A.

50455

Registered

A rchitectural Corporation

No r t h Caro lina

ASHEV I ,

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C.

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11444

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No r t h Caro lina

L LE

ER

SHEET NUMBER

THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND AS SUCH SHALL REMAIN THE

PROPERTY OF THE ARCHITECT. THEY HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NOT BE USED IN CONJUNCTION

WITH ANY OTHER PROJECTS WITHOUT PRIOR WRITTEN PERMISSION OF THE ARCHITECT. ©-MHAworks 2018

ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

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COVER SHEET, SHEET INDEX,KEY PLAN

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CONSTRUCTION DOCUMENTS

05/03/19

LOCATION MAP:

MHAworks12 SOUTH LEXINGTON AVE. SUITE 100ASHEVILLE, NC 28801PH: 828.251.5550

CONTACT:PETER [email protected]

MEDLOCK & ASSOC. ENGINEERING

SIMS GROUP CONSULTING ENGINEERS

ARCHITECT:

STRUCTURAL ENGINEER:PME ENGINEER:

BUNCOMBE COUNTY SCHOOLS175 BINGHAM RD.ASHEVILLE NC 28806PH: 828.255.5921

CONTACT:TIM [email protected]

OWNER:

MODIFICATIONS TO NORTH BUNCOMBE MIDDLE SCHOOL51 N. BUNCOMBE SCHOOL RD. WEAVERVILLE, NC 28787

53 ASHELAND AVE. #101ASHEVILLE, NC 28801PH: (828) 232 4448

CONTACT:EDWARD [email protected]

1270 HENDERSONVILLE RD. #7ASHEVILLE, NC 28803PH: 828 251 2025

CONTACT:DEREK STEWART, [email protected]

N

1" = 160'-0" 1KEY PLAN

DRAWING SHEET INDEX - CONSTRUCTION DOCUMENT PHASE

NO NAME ISSUEDREVISION:

NO DATE

07 - Demo. -P, M & EPME001 DEMOLITION PLANS - PLUMBING, HVAC, ELECTRICAL 04/05/19

08 - PlumbingP101 ART + CTE PLAN - PLUMBING DMV 04/05/19P102 ART + CTE PLAN - PLUMBING SUPPLY 04/05/19P103 GYM LOBBY PLANS - PLUMBING 04/05/19P201 SCHEDULES & DETAILS - PLUMBING 04/05/19P301 PLUMBING SPECIFICATIONS 04/05/19

09 - MechanicalM101 ART + CTE PLAN - HVAC 04/05/19M102 GYM LOBBY PLAN - HVAC 04/05/19M201 SCHEDULES AND DETAILS - HVAC 04/05/19M301 HVAC SPECIFICATIONS 04/05/19

10 - ElectricalE101 ART + CTE PLAN - LIGHTING 04/05/19E102 ART + CTE PLAN - POWER 04/05/19E103 GYM LOBBY PLANS - ELECTRICAL 04/05/19E201 SCHEDULES & DETAILS - ELECTRICAL 04/05/19E202 SCHEDULES AND DETAILS - ELECTRICAL 04/05/19E301 ELECTRICAL SPECIFICATIONS 05/01/19

DRAWING SHEET INDEX - CONSTRUCTION DOCUMENT PHASE

NO NAME ISSUEDREVISION:

NO DATE

01 - GeneralG000 COVER SHEET, SHEET INDEX, KEY PLAN 05/03/19G005 SYMBOLS, NOTES 05/03/19G006 TYPICAL MOUNTING HEIGHTS 05/03/19G100 BUILDING CODE SUMMARY 05/03/19G110 MASTER PLAN 05/03/19G111 LIFE SAFETY 05/03/19G112 ROOM & WAYFINDING SIGNAGE 05/03/19G200 EXTERIOR AND INTERIOR WALL TYPES 05/03/19

05 - ArchitectureA001 DEMOLITION PLAN - ART + CTE 05/03/19A002 DEMOLITION PLAN - GYM LOBBY 05/03/19A101 FLOOR PLAN ART + CTE 05/03/19A102 FLOOR PLANS- GYM LOBBY 05/03/19A121 REFLECTED CEILING PLAN - ART + CTE 05/03/19A122 REFELECTED CEILING PLAN - GYM LOBBY 05/03/19A130 FINISH LEGEND 05/03/19A131 ENLARGED FF+E PLAN - CTE 05/03/19A132 ENLARGED FF+E PLAN - ART 05/03/19A133 ENLARGED FF+E - GYM LOBBY 05/03/19A300 SECTIONS AND DETAILS 05/03/19A301 SECTIONS AND DETAILS 05/03/19A302 SECTIONS AND DETAILS 05/03/19A400 INTERIOR LOBBY (ALT-1) ELEVATIONS 05/03/19A401 CASEWORK - CTE 05/03/19A402 CASEWORK - CTE 05/03/19A403 CASEWORK - ART 05/03/19A430 CASEWORK SECTIONS 05/03/19A810 DOOR SCHEDULE + HARDWARE 05/03/19A811 TYPICAL DOOR DETAILS 05/03/19

PROJECT SCOPE:

ART ROOM (BASE BID): DEMOLITION OF SELECTED INTERIOR WALLS, REPLACE (2) EXTERIOR WINDOWS NEW EXTERIOR DOORS WITH NEW PROTECTIVE DOOR CANOPIES. NEW ART ROOM TO INCLUDE STORAGE ROOM, SINGLE USE TOILET, CLAY SINKS, CASEWORK, FLOOR, WALL AND CEILING FINISHES.

CTE CLASSROOM (BASE BID):DEMOLITION OF SELECTED INTERIOR WALLS, DUCTWORK AND ELECTRICAL. NEW STORAGE ROOM, SINGLE USE TOILET, ROBOTICS ROOM (WITH INTERIOR OVERHEAD DOOR), LED LIGHTING, FLOOR AND WALL FINISHES.

GYM/LOBBY ALTERNATE #1: DEMOLITION OF SELECTED INTERIOR WALLS, EXISTING PLUMBING FIXTURES AND TOILET PARTITIONS. PLUMBING AND ELECTRICAL FOR CONCESSIONS TO BE STUBBED UP READY FOR FUTURE USE. RELOCATION OF ELECTRICAL PANEL. NEW, LARGER, TOILET ROOMS AND CONCESSIONS ROOM WITH NEW FLOOR AND WALL FINISHES AND NEW SUSPENDED ACOUSTIC CEILING SYSTEM WITH A COMBINATION OF NEW AND RELOCATED LIGHTING. INSTALL NEW HIGH/LOW ELECTRIC DRINKING FOUNTAIN.

# DESC: DATE

F

H

S

A101

1Ref

1Ref

1Ref

1Ref

FLR1

8NameElevation

?

1View Name1/8" = 1'-0"

1

Room name1005

150 SF

1

A101

SIM

1A101

SIM

1A101

SIM

F001

MIN.1/4":12"

CL

CJ

2

FD

NEW EXIST

N

T

M

C3

10024" 18"

LExtra Shelf

CL88

CL8888'-00"

GL1

LV1

1A101

SIM

DETAIL VIEW/ ENLARGED VIEW

BUILDING SECTION

WALL SECTION

1A101

SIMEXTERIOR ELEVATION

INTERIOR ELEVATION

GRID LINE + BUBBLELEVEL LINE

AREA DESIGNATION

LEVEL NAME

HEIGHT ABOVE LEVEL 1 (LEVEL 1 = 0'-0" UNO.)

VIEW TYPES:

VIEW TITLE

VIEW NUMBER

VIEW SCALE

NORTH ARROW

CASEWORK TAG(BASED ON AWI STANDARD APPENDIX A CASEWORK DESIGN SERIES (CDS))

WIDTH

DEPTH

MODIFIER COMMENTS

TYPE

CEILING TAG - TYPE

CEILING TAG - TYPEHEIGHT ABOVE F.F.E.

GLAZING/PANEL TYPE REFER TO FINISH DESIGNATIONS FOR TYPE INFORMATION

LOUVER TAG

REVISION TAG AND CLOUDREFER TO REVISION SCHEDULE FOR ISSUE

DATE AND REVISION INFORMATION

MECHANICAL EXHAUST

MECHANICAL RETURN

MECHANICAL SUPPLY

EMERGENCY EXIT SIGN

2X4 LIGHTING FIXTURE


GYPSUM BOARD REFER TO TAG FOR

TYPE AND ELEVATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

PLANELEVATION

PLAN

ELEVATION

REFER TO KEYNOTE DESCRIPTION FOR TYPE

RECESSED CAN LIGHT

PENDANT STRIP LIGHT

SPRINKLER HEAD

EMERGENCY WALL LIGHT

PLANELEVATION

FIRE ALARMHEAT DETECTOR

SMOKE DETECTOR

SPRINKLER VALVE CABINET

PLAN

ELEVATION

FLOOR TYPE TAG

FINISH TYPE TAG

WINDOW TAG

WALL TYPE TAG

SHEET NOTE

888 DOOR TAG

CENTER LINE

CONTROL JOINT

POWER OUTLET

FLOOR DRAIN

TEMPER GLASS

ROOM TAG

CEILING SYMBOLS GENERAL SYMBOLS

ROOM IDENTITY

ROOM NUMBERROOM AREA

BUILDING LEVEL

AREA:Occ GROUP:Occ LOAD:

BUSINESS150 SF

B2

OCCUPANCY TAG

OCCUPANCY TYPE

AREA OF OCCUPANCY

OCCUPANCY GROUP

OCCUPANT LOAD

SLOPE ARROW

FVC

FEC

1-HOUR RATED PARTITION



CEILING MTD SPEAKER

CEILING GRID REFER TO TAG FOR

TYPE AND ELEVATION

? KEYNOTE

1. PRIOR TO CORING FLOOR SLAB FOR POWER/ COMMUNICATION POKE-THROUGH DEVICES, COORDINATE LOCATIONS WITH OWNER AND/OR OWNERS FURNISHINGS CONTRACTOR AND REVIEW WITH ARCHITECT.

2. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLIES OR SWITCHES, OR CLUSTERS OF OUTLETS OR SWITCHES, UNLESS NOTED OTHERWISE.

3. INSTALL OUTLETS ON OPPOSITE SIDE OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK.

4. PROVIDE MATCHING COVER PLATES AND DEVICES, UNLESS NOTED OTHERWISE.

5. GC TO COORDINATE FINAL LAYOUT OF ELECTRICAL AND DATA OUTLETS WITH FINAL SELECTION OF FURNITURE AND CASEWORK PRIOR TO INSTALLATION OF FLOOR BOXES AND RECEPTACLES.

POWER + COMMUNICATION GENERAL NOTES:

DURHA M, NC

MHAworks, P.A.

50455

Registered


No r t h Caro lina

ASHEV I ,

N.

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PE

TER S. LOOP

11444

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tered Architect

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L LE

ER

SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

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SHEV

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PLANNING

ARCHITECTUR

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SYMBOLS, NOTES

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05/03/19

# DESC: DATE

*COORDINATE TOILET PAPER W/ GRAB BAR LOCATION.

MIRRORSOAP DISPENSER

ACCESSIBLE URINAL

URINALWATER CLOSET

ACCESSIBLE WATER CLOSET**TOP OF SEAT FLUSH CONTROL 4" BELOW GRAB BAR. ORIENT FLUSH VALVE TO OPEN SIDE OF TOILET STALL.

NAPKIN DISPOSAL

ACCESSIBLE TISSUE DISPENSER

SANATRY NAPKIN VENDOR

PAPER TOWEL DISPENSER & WASTE RECEPTACLE

OF

REFL

ECTIN

G S

URFA

CE

40" M

AX.

TO

BO

TTO

M

TOP

OF

RIM

34" M

AX.

OF

REFL

ECTIN

G S

URFA

CE

40" M

AX.

TO

BO

TTO

M

TOP

OF

CO

NTR

OL

48"

CTR

. OF

ROLL

ER28

"

TOP

OF

OPE

NIN

G33

"

TOW

EL O

PEN

ING

48" M

AX

TOP

OF

CO

NTR

OLS

48" M

AX.

WALL MTD. LAVATORY (ADULT)

17" T

O 1

9"

GRA

B BA

R34

" CEN

TER

OF

17" T

O 1

9"

25 1

/2" 4

4" M

AX.

GRA

B BA

R34

" CEN

TER

OF

TOP

OF

RIM

17" M

AX.

TOP

OF

RIM

24"

OF

SEA

T15

" TO

P

36" MIN.

TOP

OF

CO

NTR

OLS

44" M

AX.

TO

42" MIN.12" MAX.

54" MIN.

28" M

IN.

36" MAX.

ACCESSIBLE WATER CLOSET

18" M

IN.

39" -

41"

39" - 41"

TO WALL15" - CTR

MEETING ROOM SCHEDULER + VIEWER

THERMOSTAT

STROBE WHERE OCCURS

OUTLET WHERE OCCURS

SWITCHES - IF MULTIPLE, GANG UNDER ONE PLATE

MEETING ROOM SCHEDULER + VIEWER DOOR AND CASED OPENINGS

THERMOSTAT, SWITCH OR OUTLET

POWER OUTLETMOUNT HORIZONTALLY

POWER AND DATA CONNECTION

FIRE EXTINGUISHER CABINET

PROVIDE GROMMET IN WORKING SURFACE

CTR

1'-6

"3'

-6" -

CTR6'-8

" M

AX

5"8"

CTR

1'-6

"3'

-6"

- CTR

.6'

-8"

- MA

X

6"8"

STROBE WHERE OCCURS

OUTLET


FIRE ALARM PULL

STROBE WHERE OCCURS

3'-1

0" -

CTR

6'-8

" M

AX.

6"

7"

8"

8"

7"

4'-0

" - T

OP

MEETING ROOM SCHEDULE VIEWER

STROBE WHERE OCCURS

OUTLET WHERE OCCURS


MEETING ROOM SCHEDULE VIEWER

CTR

1'-6

"3'

-6"

- CTR

6'-8

" M

AX

8"

5'-0

" TO

P

CARD READER, ERGRESS BUTTON OR FIRE ALARM PULL

STROBE WHERE OCCURS

OUTLET WHERE OCCURS


CARD READER, EGRESS BUTTON OR FIRE ALARM PULL

CTR

1'-6

"3'

-6"

- CTR

6'-8

" - M

AX

8" 6"

CARD READER, ERGRESS BUTTON OR FIRE ALARM PULL

STROBE WHERE OCCURS

OUTLET WHERE OCCURS


CARD READER, EGRESS BUTTON OR FIRE ALARM PULL

CTR

1'-6

"3'

-6"

- CTR

6'-8

" - M

AX

8" 6"

POWER OUTLETS OR TELECOM CONNECTIONS

THERMASTAT OR SWITCH

3'-6

" - C

TR

CTR

1'-6

"

8"

6"

6'-8

" M

AX

STROBE WHERE OCCURS

OPEN TO BEYOND

POWER OUTLETS OR TELECOM CONNECTION

THERMASTAT

3'-6

" - C

TR

CTR

1'-6

"

8" 6"

6'-8

" M

AX

STROBE WHERE OCCURS

OPEN TO BEYOND


EDGE OF WALL

SCHEDULED SIGNAGE

SCHEDULED SIGNAGE

5'-0

" - C

TR

8"

WORKING SURFACE

WALL BEYOND

REFER TO INTERIOR ELEVATOINS FOR CASEWORK

WORKING SURFACE

WALL BEYOND

POWER OR DATA OUTLETMOUNT HORIZONTALLY

WALL BEYOND

REFER TO INTERIOR ELEVATOINS FOR CASEWORK

WORKING SURFACE

8"

EQ EQ7"

EQ EQ 7" 8"

8"

WORK SURFACESUNDERCOUNTER POWER + DATA MILLWORK LOCATIONS MILLWORK LOCATIONS

EMERGENCY EQUIPMENT

8'-0

" - C

TR

EXIT SIGNSTROBE WHERE OCCURS

6'-8

" M

AX.

8'-0

" - C

TR

EXIT SIGN

POWER OUTLETS OR TELECOM CONNECTIONC

TR1'

-6"

DOOR AND CASED OPENINGS

1) FLOOR SURFACES SPECIFIED ARE SLIP-RESISTANT. 2) ABRUPT CHANGES IN LEVEL ALONG ACCESSIBLE

ROUTE DO NOT EXCEED ½” IN HEIGHT. CHANGES BETWEEN 1/4" AND 1/2" ARE BEVELED WITH A SLOPE NO STEEPER THAN 1:2

3) LATCHING AND LOCKING DOORS ARE SPECIFIED TO BE OPERABLE WITH A SINGLE EFFORT BY HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. DOOR OPENING HARDWARE IS SPECIFIED TO BE MOUNTED BETWEEN 34 AND 48 ABOVE FLOOR FINISH.

4) CLOSERS FOR FIRE-RATED DOORS ARE SPECIFIED TO BE POWER LEVEL 3 FOR INTERIOR DOORS 38 OR LESS IN WIDTH.

5) MAXIMUM PULL OR PUSH EFFORT TO OPERATE NON FIRE-RATED DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. SPECIFIED CLOSERS TO BE ADJUSTED TO COMPLY.

6) ALL DOORS ARE SPECIFIED TO BE NOT LESS THAN 3'-0 IN WIDTH AND NOT LESS THAN 6'-8 IN HEIGHT. DOORS ARE CAPABLE OF OPENING AT LEAST 90 DEGREES AND CLEAR WIDTH IS NOT LESS THAN 32".

7) FLOOR AREAS ON EACH SIDE OF DOORS ARE SPECIFIED TO BE LEVEL AND CLEAR. THE DIMENSIONS OF THE LEVEL AREAS ARE SPECIFIED TO MEET ANSI A117.3 2009, IAC AND ADA CLEARANCE REQUIREMENTS.

8) FLOORS OR LANDINGS ARE SPECIFIED TO BE NOT MORE THAN ½” LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS SPECIFIED TO BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2.

9) ELECTRICAL RECEPTACLE OUTLETS ARE SPECIFIED TO BE NOT LESS THAN 15 ABOVE THE FLOOR OR WORKING PLATFORM.

10) TOILET ROOM ACCESSORIES a. BOTTOM OF MIRROR REFLECTIVE SURFACE IS

SPECIFIED TO BE NO HIGHER THAN 40” FROM THE FLOOR.

b. TOILET TISSUE DISPENSERS ARE MOUNTED BETWEEN 7” AND 9” FROM THE FRONT EDGE OF THE TOILET SEAT.

c. DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS ARE MOUNTED NO HIGHER THAN 48” FROM THE FLOOR.

11) THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) IS BETWEEN 17” AND 19”.

12) FLUSH CONTROLS ARE MOUNTED NO MORE THAN 44 ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST CLEARANCE FROM ADJACENT WALL, TOILET PARTITION OR ANOTHER SURFACE.

13) GRAB BARS ARE PROVIDED IN COMPLIANCE WITH ANSI A117.1 2009. a. GRAB BARS TO BE 33” ABOVE AND PARALLEL TO

THE FLOOR. b. DIAMETER OF GRAB BARS TO BE 1-1/4” TO 1-1/2”. c. PROVIDE 1-1/2” CLEARANCE BETWEEN GRAB

BARS AND WALL. d. GRAB BARS (INCLUDING CONNECTORS,

FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD.

e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

f. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.

g. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8. 14) CLEAR FLOOR SPACE 30” X 48” IS PROVIDED IN FRONT

OF LAVATORY TO PERMIT A FORWARD APPROACH, UNLESS NOTED OTHERWISE.

15) SINKS AND LAVATORIES ARE MOUNTED TO COMPLY WITH KNEE SPACE REQUIREMENTS OF ANSI A117.1 2009.

16) FAUCET CONTROLS AND OPERATING MECHANISMS ARE TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. SELF-CLOSING CONTROLS ARE TO REMAIN OPEN FOR AT LEAST 10 SECONDS.

17) HOT WATER AND DRAIN PIPES UNDER LAVATORIES ARE INSULATED OR OTHERWISE COVERED.

18) THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

ACCESSIBLE GENERAL NOTES:

DURHA M, NC

MHAworks, P.A.

50455

Registered


No r t h Caro lina

ASHEV I ,

N.

C.

PE

TER S. LOOP

11444

Regis

tered Architect

No r t h Caro lina

L LE

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PIT

TSBO

RO-A

SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

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A 2

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TYPICAL MOUNTINGHEIGHTS

51 N

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05/03/19

1/2" = 1'-0" 1TOILET ROOM MOUNTING HEIGHTS

1/4" = 1'-0" 2TYPICAL MOUNTING HEIGHTS

# DESC: DATE

DURHA M, NC

MHAworks, P.A.

50455

Regi

ster

ed


No r t h Caro lin

a

ASHEV I ,

N.

C.

PE

TER S. LOOP

11444

Regis

tered Architect

No r t h Caro lin

a

L LE

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PIT

TSBO

RO-A

SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

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51.5

550

www.mhaworks.com

G100MHA

05/03/1917006

BUILDING CODE SUMMARY

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05/03/19

2018 APPENDIX B BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

LEAD DESIGN PROFESSIONAL

2018 EDITION OF NC CODE FOR:

BASIC BUILDING DATA:

DESIGN LOADS:

NAME OF PROJECT:ADDRESS:PROPOSED USE:OWNER OR AUTHORIZED AGENT:OWNED BY:CODE ENFORCEMENT JURISDICTION: CITY: COUNTY:

PHONE #:

DESIGNER FIRM NAME LICENSE# TELEPHONEARCHITECTURAL:

CIVIL:ELECTRICAL:FIRE ALARM:

PLUMBING:MECHANICAL:SPRINKLER/STANDPIPE:STRUCTURAL:RETAINING WALLS >5' HIGH:OTHER:

CONSTRUCTION TYPE: I-A I-B II-A II-B III-A III-B IV V-A V-B

SPRINKLERS:

STANDPIPES:

FIRE DISTRICT:

BUILDING HEIGHT:

YESNO

YESNO

YESNO

STORIESFEET

NFPA 13 NFPA 13R NFPA 13D

I II III WET DRY

GROSS BUILDING AREA:

PRIMARY OCCUPANCY:

FLOOR BUILDING SUB TOTAL

1st FLOOR:

TOTAL:

SPECIAL USES:

MIXED OCCUPANCY:

402 403

YES NO SEPARATION:

NON-SEPARATED USE (508.3)THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHTAND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING.SEPARATED USE (508.4) - SEE BELOW FOR AREA CALCULATIONSFOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1.

ACTUAL AREA OF OCCUPANCY AALLOWABLE AREA OF OCCUPANCY A

ACTUAL AREA OF OCCUPANCY BALLOWABLE AREA OF OCCUPANCY B+ = < 1.00

ASSEMBLY A-1 A-2 A-3 A-4 A-5

BUSINESS

HAZARDOUS H-1 Detonate H-2 Deflagrate

INSTITUTIONAL I-1 I-2 I-3 I-4

I-3 USE CONDITION 1 2

R-1

STORYNUMBER

DESCRIPTIONAND USE

(A)BUILDING AREA

PER STORY(ACTUAL)

(B)TABLE 506.2

AREA

(C)AREA FOR FRONTAGEINCREASE

(E)ALLOWABLE

AREA ORUNLIMITED

(F)MAXIMUM BUILDING

AREA

FRONTAGE AREA INCREASE FROM SECTION 506.2 ARE COMPUTED THUS:A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH =_______________(F)B. TOTAL BUILDING PERIMETER =________________(P)C. RATIO (F/P)=_______________(F/P)D. W= MINIMUM WIDTH OF PUBLIC WAY=______________(W)E. PERCENT OF FRONTAGE INCREASE I = 100 [F/P-0.25] x W/30 =_______________(%)

UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x E (506.4).MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2.

LIFE SAFETYSYSTEMREQUIREMENTS:

EMERGENCY LIGHTING:

EXIT SIGNS:

FIRE ALARM:

SMOKE DETECTION SYSTEMS:

PANIC HARDWARE:

YESNO

YESNO

YESNO

YESNO

YESNO

IMPORTANCE FACTORS:

GROUND SNOW LOAD:

WIND LOAD:

WINDSNOWSEISMIC

(lw)(ls)(le)

LIVE LOADS: ROOFMEZZANINEFLOOR

psfpsfpsf

psf

BASIC WIND SPEEDEXPOSURE CATEGORYWIND BASED SHEARS (for (MWFRS)

mph (ASCE-7)

Vx= Vy=

(EXCEPT 1 AND 2 - FAMILY DWELLINGS AND TOWNHOUSES)(REPRODUCE THE FOLLOWING DATA ON THE BUILDING PLAN SHEET 1 OR 2)

ZIP CODE:

E-MAIL:

STATE:

STATEPRIVATECITY/COUNTY

E-Mail

NEW CONSTRUCTION ADDITION UPFIT

CONSTRUCTED (date)

PARTIAL

CLASS:

FLOOD HAZARD AREA: YESNO

ALLOWABLE AREA

H-4 Health H-5 HPM

417 418

SPECIAL PROVISIONS: 510.2 510.3

404

419

510.4

405

420

510.5

406

421

510.6

407

422

510.7

408

423

510.8

409

424

410

425

411

426

EXCEPTION:HR.

INCIDENTAL USE SEPARATION (509.4.1)THIS SEPARATION IS NOT EXEMPT AS A NON-SEPARATED USE (SEE EXCEPTIONS)

4

1 2 3

F

1

2

3

4

STRUCTURAL DESIGN

ALLOWABLEHEIGHT:

PLUMBING FIXTURE REQUIREMENTS (SECTION 2902.1):

ACCESSIBLE PARKING (Section 1106):

SPECIALAPPROVALS:

TYPE OF CONSTRUCTION

BUILDING HEIGHT IN FEET (TABLE 504.3)

BUILDING HEIGHT IN STORIES (TABLE 504.4)

TYPE:

FEET:

STORIES:

FEET:

STORIES:

TYPE:

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

TOTAL:

LOT OR PARKINGAREA

TOTAL NUMBER OF PARKING SPACES

REQUIRED PROVIDED REGULAR WITH 5'ACCESS AISLE

VAN SPACES WITH 132"ACCESS AISLE

TOTAL # OF ACCESSIBLESPACES PROVIDED

NUMBER OF ACCESSIBLE SPACES PROVIDED

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

SEISMIC DESIGN CATEGORY:

LATERAL DESIGN CONTROL:SOIL BEARING CAPACITIES: FIELD TEST (PROVIDE COPY OF TEST REPORT)

PRESUMPTIVE BEARING CAPACITYPILE SIZE, TYPE, AND CAPACITY

psfpsf

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

OCCUPANCY CATEGORY (TABLE 1604.5)SPECTRAL RESPONSE ACCELERATION:

SITE CLASSIFICATION: (Table 1613.5.2)

BASIC STRUCTURAL SYSTEM (CHECK ONE):

Sds= Sd1=%g %g

BEARING WALL

BUILDING FRAMEMOMENT FRAME

DUAL WITH SPECIAL MOMENT FRAME

DUAL WITH INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

SEISMIC BASE SHEAR: Vx= Vy=

ANALYSIS PROCEDURE:

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMIC

psf

B C D

EXISTING: RECONSTRUCTION ALTERATION REPAIR

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

USE:WATER CLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE

412

427

Partial

A

A C E

ENERGY REQUIREMENTS:THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF ENERGY COST BUDGET METHOD, STATE THE ANNUAL ENERGY COST BUDGET VS ALLOWABLE ANNUAL ENERGY COST BUDGET.

THERMAL ENVELOPEROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

SKYLIGHT IN EACH ASSEMBLYu-value of skylight:total square footage of skylights in each assembly:

EXTERIOR WALLSDESCRIPTION OF ASSEMBLY:


R-VALUE OF INSULATION:

OPENING (windows or doors with glazing)u-value of assembly:Solar heat gain coefficient:projection factor:Door R-Values:

FIRE PROTECTION REQUIREMENTS:

STRUCTURAL FRAME, INCLUDINGCOLUMNS, GIRDERS, TRUSSES

BEARING WALLS

EXTERIOR

NORTH

EAST

WEST

SOUTH

INTERIOR

NON-BEARING WALLS & PARTITIONS

EXTERIOR WALLS

NORTH

EAST

WEST

SOUTH

INTERIOR WALLS AND PARTITIONS

FLOOR CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOISTSROOF CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOISTS

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

CORRIDOR SEPARATION (EGRESS)

OCCUPANCY SEPARATION

PARTY/FIRE WALL SEPARATION

SMOKE BARRIER SEPARATION

TENANT SEPARATION

BUILDING ELEMENT FIRE SEPARATION

DISTANCE(FEET)

RATING

REQ'D PROVIDED(W/________)

REDUCTION AS PER 302.3.3 #1

DETAIL #&

SHEET #

DESIGN # FORRATED

ASSEMBLY

DESIGN # FORRATED

PENETRATION

DESIGN # FORRATED JOINTS

INCIDENTAL USE SEPARATION

* INDICATE SECTION NUMBER PERMITTING REDUCTION

Notes:

ELECTRICAL SYSTEM AND EQUIPMENT

ELECTRICAL SUMMARY

METHOD OF COMPIANCE:

LIGHTING SCHEDULE

LAMP TYPE REQUIRED IN FIXTURE

NUMBER OF LAMPS IN FIXTURE

BALLAST TYPE USED IN THE FIXTURENUMBER OF BALLASTS IN FIXTURE

TOTAL WATTAGE PER FIXTURE

TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED

TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED

ADDITIONAL PRESCRIPTIVE COMPLIANCE

WALLS BELOW GRADE (EACH ASSEMBLY)DESCRIPTION OF ASSEMBLY:



FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)




MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

MECHANICAL SUMMARY

THERMAL ZONE

WINTER DRY BULB:SUMMER DRY BULB:

INTERIOR DESIGN CONDITIONS

WINTER DRY BULB:SUMMER DRY BULB:RELATIVE HUMIDITY:

BUILDING HEAT LOAD:

BUILDING COOLING LOAD:

MECHANICAL SPACING CONDITIONING SYSTEM

UNITARYdescription of unit

BOILER

CHILLER

heating efficiencycooling efficiencysize category of unit

total boiler output. If oversized, state reason

total chiller capacity. If oversized, state reason

LIST EQUIPMENT EFFICIENCIESII III IVI

EXISTING

REQUIRED

NEW

RENOVATION

PROPOSED USE(S) (Ch. 3)

(Check all that apply)

EDUCATIONAL

FACTORY F-1 Moderate F-2 Low

H-3 Combust

3 4 5

MERCANTILE

RESIDENTIAL R-2 R-3 R-4

STORAGE S-1 Moderate S-2 Low High-piled

Parking Garage Open Enclosed Repair Garage

UTILITY & MISC.

ACCESSORY OCCUPANCIES:

ASSEMBLY A-1 A-2 A-3 A-4 A-5

BUSINESS

HAZARDOUS H-1 Detonate H-2 Deflagrate

INSTITUTIONAL I-1 I-2 I-3 I-4

I-3 USE CONDITION 1 2

R-1

H-4 Health H-5 HPM

EDUCATIONAL

FACTORY F-1 Moderate F-2 Low

H-3 Combust

3 4 5

MERCANTILE

RESIDENTIAL R-2 R-3 R-4

STORAGE S-1 Moderate S-2 Low High-piled

Parking Garage Open Enclosed Repair Garage

UTILITY & MISC.Incidental Uses: (Table 509):

Furnace room where any piece of equipment is over 400,000 Btu per hour input

Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower

Refrigerant machine room

Hydrogen cutoff rooms, not classified as Group H

Incinerator rooms

Paint shops, not classified as Group H, located in occupancies other than Group F

Laboratories and vocational shops, not classified as Group H. located in a Group E or I-2 occupancy

Laundry rooms over 100 square feet

Group I-3 cells and Group I-2 patient rooms equipped with padded surfaces

Storage rooms underneath grandstands or bleacher seats containing cumbustible or flammable materials

Group I-2 waste and linen collection rooms with containers that have an aggregate volume of 10 cubic feet or greater

Waste and linen collection rooms over 100 square feet

Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons for flooded lead acid, nickel cadmium or VRLA, or more than 1,000 pounds for lithium-ion and lithium metal polymer used dor facility standby power, emergency power or uninterruptable power

Fuel storage rooms in public schools and broiler rooms in public schools

Group I-2 storage rooms over 100 square feet

Group I-2 commercial kitchens

Group I-2 laundries equal to or less than 100 square feet

Group I-2 rooms or spaces that contain fuel-fired heating equipment

Group I-2 physical plant maintenance shops

510.9

S

S

LIFE SAFETY PLAN REQUIREMENTS: LIFE SAFETY PLAN SHEET#:Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations

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

Existing structures within 30’ of the proposed building

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

Occupant loads for each area

Exit access travel distances (1017)

Common path of travel distances (1006.2.1 & 1029.8)

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1)

Actual occupant load for each exit door

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

Location of doors with panic hardware (1010.1.10)

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

Location of doors with electromagnetic egress locks (1010.1.9.8)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (901.7)

The square footage of each smoke compartment (407.5)

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

VAN SPACES WITH 8'ACCESS AISLE

CLIMATE ZONE 3 4 5

METHOD OF COMPLIANCE:

PRESCRIPTIVE (ENERGY CODE)

PERFORMANCE (ENERGY CODE)

PRESCRIPTIVE (ASHRAE 90.1)

PRESCRIPTIVE (ASHRAE 90.1)

FLOORS SLAB ON GRADE




Horizontal / vertical requirement:

Slab heated? (Y/N)

ENERGY SUMMARY:

PRESCRIPTIVE

PRESCRIPTIVE

ENERGY CODE

ASHRAE 90.1

PERFORMANCE

PERFORMANCE

506.2.1 More Efficient Mechanical Equipment

506.2.2 Reduced Lighting Power Density

506.2.3 Energy Recovery Ventilation Systems

506.2.4 Higher Efficiency Service Water Heating

506.2.5 On-Site Supply of Revewable Energy

506.2.6 Automatic Daylighting Control Systems

FIELD TEST PRESUMPTIVE HISTORICAL DATA

FDB

Data Source:

YES NO

EARTHQUAKE WIND

SPECIAL INSPECTIONS REQUIRED: YES NO

USE:WATER CLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE EXISTING

REQUIRED

NEW

USE:WATER CLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE EXISTING

REQUIRED

NEW

USE:WATER CLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE EXISTING

REQUIRED

NEW

USE:WATER CLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE EXISTING

REQUIRED

NEW

413

428

414

429

415

430

416

Modifications to North Buncombe Middle SchoolN. Buncombe Middle School Rd. / Weaverville, NC 28787Classrooms and Gymnasium Lobby Facilities

Tim Fierle 828.255.5916 [email protected]

X Buncombe

MHAworks Peter Looper 11444 828.251.5550 [email protected]

Sims Group Consulting Eng. Derek Stuart 042145 828.251.2025 [email protected]

Sims Group Consulting Eng. Derek Stuart 042145 828.251.2025 [email protected] Group Consulting Eng. Derek Stuart 042145 828.251.2025 [email protected]

Medlock & Assoc. Engineering Edward Medlock 25950 828.232.4448 emedlockengr.com

X

1953 SCHOOL SHOP AND GYMNASIUM LOBBYCTE AND GYMNASIUM LOBBYCTE, ART AND GYMNASIUM LOBBY

BASED ON OBSERVED EXISTING CONTRUCTIONX*

* Assumed based on observed construction / Assumed Type II construction per 1953 Building Code

77,607 SF Existing Construction

No addition to existing construction / No additonal occupants

1HR **

77,607 SF Existing Construction

77,607 SF Existing Construction 77,607 SF Existing Construction

**PRESCRIPTIVE PER NCSBC SECTION 719 / RESTORE DISRUPTED CEILING WITH MATCHING LATH & PLASTER CONST. AFTER INSTALLATION OF NEW SUPPORT ELEMENTS.THE G.C. SHALL SUBMIT UL APPROVED FIRE-STOPPINGFOR THE ARCHITECT'S APPROVAL. FIRE-STOPPING SHALL BE USED AS NEEDED TO COMPLETE FIRE RATED ASSEMBLIES.

XX

X

XX

XX

X

X

SINGLE USE TOILET*

SINGLE USE TOILET*

TOILET 4 SINGLE USE* NO

SERVES CTE 1 1

SERVES ART 7

TOILET 9NO

SINGLE USE* NOT PROVIDED IN CLASSROOM

NOT PROVIDED IN CLASSROOM

EXISTING INTERIOR AREA



BOY'S TOILET 12

YES

REPLACEMENT +

GIRL'S TOILET 12

YESREPLACEMENT + NEW

EXPANSION


1- REPLACEMENT 1- REPLACEMENT

SERVES GYM LOBBY

SERVES GYM LOBBY

GYM LOBBY

YES

YES

ALT

ENRN

ATE

-1: G

YMN

ASI

UM L

OBB

Y RE

NO

VA

TIO

NS


NO CHANGE TO OCCUPANT LOADBOY'S TOILET INCREASED BY 1 WC, 2 UR & 2 LAVATORIESGIRLS TOILET INCREASED BY 2 WC & 1 LAVATORY

GENERAL:

EXISTING BUILDING WITH NO ADDITIONAL SPACE ADDEDREPLACEMENT DOORS TO BE INSULATED

ALL PARKING IS EXISTING / NO CHANGE TO OCCUPANT LOAD

See Notes1.0See Notes

20N/AN/A

15

90B

See notes See notes

See notes

0.399 0.106x

x

See notes See notes

See notes

See notes

See notes

2000

x

NOTES:

NO MODIFICATIONS ARE BEING MADE TO THE EXISTING LATERAL RESISTING SYSTEMS AND NO ADDITIONAL FOOTPRINT IS BEING ADDED TO ADD TO THE LOADING OF THE EXISTING LATERAL RESISTING SYSTEMS. WIND AND SEISMIC LOADING IS NOT REQUIRED TO BE CALCULATED FOR LATERAL RESISTING SYSTEMS FOR ALTERATION LEVEL 2 WORK PER THE EXEMPTION IN THE SECION 807.5 OF THE 2918 IEBC.

WIND LOADS ARE PROVIDED FOR DESIGN OF EXTERIOR NONSTRUCTURAL DOOR CANOPY ONLY.

SEISMIC VALUES ARE PROVIDED FOR DESIGN OF INTERIOR NONSTRUCTURAL COMPONENTS ONLY.

1)

2)

3)

BASE BID (CTE & ART ROOM) AREA = 4,501 SFTHE PROJECT CONSISTS OF THE RENOVATION OF EXISTING INTERIOR SPACE

ALTERNATE-1 (GYM LOBBY RENOVATION) AREA = 1,461 SF

1)2)3)

NOTES:

X

PRESCRIPTIVE REPAIRS TO EXIST. RATED PLASTER CEILING SYSTEM

EXIST.

N/A

N/A

EXIST. CMU CORR. WALL AND (1) NEW RATED DOOR

N/A

N/A

N/A

N/A

N/A

BASE

BID

X

XX

x

SEE FIXTURE SCHEDULE. SHEET E201

0.69 W/FT SPECIFIED VS. 0.87 W/FT ALLOWED2 2

N/A

x

NOTE: EXISTING HVAC EQUIPMENT TO BE RE-USED

G111

# DESC: DATE

DN

DN

..

PLANNORTH

1435 SFGYM LOBBY

20'-0"

20'-0"

PROPERTY LINE

PROPERTY LINE

2230 SFC.T.E

2334 SFART

A1011

A1021

FUTURE BUS LOOP

DURHA M, NC

MHAworks, P.A.

50455

Registered


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11444

Regis

tered Architect

No r t h Caro lina

L LE

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

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-PIT

TSBO

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SHEV

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works

PLANNING

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PHASE:

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UNIT

100

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www.mhaworks.com

G110MHA

05/03/1917006

MASTER PLAN

51 N

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05/03/19

1" = 40'-0" 1MASTERPLAN

BASE BID:CTE & ART ROOM RENOVATIONS

ALTERNATE-1GYM LOBBY RENOVATIONS

# DESC: DATE

..

.

COMMON PATH OF TRAVEL DISTANCE = 99'-0"

DIAGONAL DISTANCE BETWEEN EXITS = 28' - 4"

MAXIMUM DIAGONAL DISTANCE = 28' - 4"

TRAVEL DISTANCE = 99'-0"

SECONDARY TRAVEL DISTANCE = 99'-0"

DN

DN

..

.

GYM. LOBBYMAX. EXIT. TRAVEL DISTANCE 38'-2"

MAX. EXIT. TRAVEL DISTANCE 37'-2"

GYM. LOBBYSECONDARY EXIT. TRAVEL DISTANCE 40'-8"

EXIST. EXIT-1B(3) 36" WIDE DOORS103.5" CLEAROCC. CAPACITY 517.5 OCCUPANTS

EXIST. EXIT-2B(3) 36" WIDE DOORS103.5" CLEAROCC. CAPACITY 517.5 OCCUPANTS

CONCESSIONS13

F.E.

F.E.

EXIST. EXIT-1A(3) 36" WIDE DOORS103.5" CLEAROCC. CAPACITY 517.5 OCCUPANTS

EXIST. EXIT-2A(3) 36" WIDE DOORS103.5" CLEAROCC. CAPACITY 517.5 OCCUPANTS

EXISTING GYMNASIUM:NO CHANGE TO OCCUPANT LOAD OR EXITING

MAX. TRAVEL DISTANCE = 91'-0"

OCCUPANCY TYPE: EDUCATIONAL / CLASSROOMAREA: 1,817 SFOCCUPANCY LOAD: 1,817 SF / 50 SF PER OCC = 36 OCCUPANTSSINGLE EXIT ALLOWED

CTE1

ROBOTICS3

TOILET RM.4

TOILET RM.9

ART7

SUPPLIES8

CLOSET2

(E) DATA6

ELEC. CLOS.5

BOY'S TOILET11

LOBBY10

GIRL'S TOILET12


OCCUPANCY TYPE: EDUCATIONAL / CLASSROOMAREA: 2,079 SFOCCUPANCY LOAD: 2,079 SF / 50 SF PER OCC = 42 OCCUPANTSSINGLE EXIT ALLOWED

EXIST. EXIT36" WIDE DOOR

34.5" CLEAROCCUPANT LOAD = 36 OCCUPANTS

EXIST. EXIT(2) 36" WIDE DOORS

69" CLEAROCCUPANT LOAD = NO CHANGE TO

OCCUPANT LOAD

MAXIMUM TRAVEL DISTANCE = 48'-1"


NEW EXIT42" WIDE DOOR39.5" CLEAROCCUPANT LOAD = 42 OCCUPANTS

EXIST. EXIT36" WIDE DOOR34.5" CLEAROCCUPANT LOAD = 42 OCCUPANTS

NEW EXIT(2) 36" WIDE DOOR69" CLEAROCCUPANT LOAD = 36 OCCUPANTS

EXISTING 1-HR WALL

F.E.

F.E.

MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 100'-0" (1014.3 EXCEPTION 1)EXIT DOORS SHALL BE SPACED APPART NOT LESS THAN ONE THIRD THE DIAGONAL DISTANCE OF THE BUILDING OR AREA SERVED. (1015.2.1 EXCEPTION 2)

LIFE SAFETY REQUIREMENTS:

EXIT ACCESS TRAVEL DISTANCE IS AS FOLLOWS:(E) OCCUPANCY: 200'-0" WITHOUT SPRINKLER SYSTEM (TABLE 1016.1)DEAD END CORRIDOR LENGTH IS LIMITED TO 50'-0" WHERE MORE THAN 1 EXIT IS PROVIDED. (1018.4 EXCEPTION 2)

1:

2:

3:

4:

EXISTING EGRESS COMPONENT CAPACITY NUMBERS TO BE DETERMINED BY TABLE 3412.6.11 (1) FOR BUILDINGS WITH A SPRINKLER SYSTEMS. - STAIRWAYS : .2" PER OCCUPANT- ALL OTHER EGRESS COMPONENTS: .15" PER OCCUPANT

5:

ALL EXTERIOR EGRESS DOOR HARDWARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY AND WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT.

7:

NEW EGRESS COMPONENT CAPACITY NUMBERS TO BE DETERMINED PER SECTION 1005.1- STAIRWAYS : .3" PER OCCUPANT- ALL OTHER EGRESS COMPONENTS: .2" PER OCCUPANT

6:

REFER TO SHEET G200 FOR INTERIOR WALL TYPES.8:

ALL EXISTING WALL INFILL TO MATCH ADJACENT CONSTRUCTION AND CARRY REQUIRED RATING.

9:

FIRE PREVENTION GENERAL NOTES:

1. EVERY EXIT DOOR IS SPECIFIED TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY AND WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT.

2. INTERIOR WALL AND CEILING FINISHES ARE SPECIFIED TO BE CLASS 2 (FLAME SPREAD 26-75, SMOKE DEVELOPMENT 450 OR LESS) OR BETTER, UNLESS NOTED OTHERWISE.

3. INTERIOR TRIM IS SPECIFIED TO BE CLASS 3 (FLAME SPREAD 76 TO 200, SMOKE DEVELOPMENT OF 450 OR LESS) OR BETTER.

4. INTERIOR TRIM FOR CEILINGS IS SPECIFIED TO BE 10% OR LESS OF THE TOTAL CEILING AREA. INTERIOR TRIM OF WALLS IS SPECIFIED TO BE 20% OR LESS OF TOTAL WALL AREA.

5. THIS PROJECT DOES NOT INCLUDE STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS, OR HAZARDOUS SUBSTANCES.

6. ALL WOOD BLOCKING, CLEATS, GROUNDS, SHEATHING AND OTHER MISC. CARPENTRY ITEMS SHALL BE FIRE RETARDANT TREATED.

7. FLOOR COVERING FOR CORRIDORS, LOBBIES, STAIRS, OTHER EXIT PATHS OR EXIT AREAS ARE SPECIFIED TO BE CLASS B OR BETTER.

AREA:Occ GROUP:Occ LOAD:

BUSINESS150 SF

B2

SECONDARY EGRESS PATH

PRIMARY EGRESS PATH

OCCUPANCY TYPE

OCCUPANCY AREA

OCCUPANCY COUNT (BASED ON TABLE

1004.1.1)

OCCUPANCY GROUP (SECTION 302)

LIFE SAFETY PLAN SYMBOLS

F.E. = SEMI RECESSED FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER. REFER TO SPECIFICATIONS.

NOTES:

FINAL NUMBER AND PLACEMENT OF FIRE EXTINGUISHERS TO BE VERIFIED WITH THE FIRE MARSHAL.

REFER TO 1/G111AREA OF WORK

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05/03/19

3/32" = 1'-0" 2LIFE SAFETY - LEVEL 1PLANNORTH

1" = 80'-0" 1KEY PLAN

BASE BID

ALTERNATE -1

PLANNORTH

# DESC: DATE

ACCESSIBLE

1/8" NON-GLARE CLEARACRYLIC W/ SUBSURFACEPAINT 3 SOLID COLORS

GRADE 2 BRAILLE

5/8" TACTILE TEXT

RAISED PICTOGRAM

PRIMARY COLOR (C3)

ACCENT COLOR (C3)

6" FIELD FOR PICTOGRAMPLACEMENT

ACCENT COLOR (C5)

EXIT


GRADE 2 BRAILLE

1" TACTILE TEXT

PRIMARY COLOR (C3)

ACCENT COLOR (C3)

NOTE: PROVIDE APPROPRIATE EXIT PICTOGRAMS AS NEEDED

ACCENT COLOR (C5)

RESTROOM


GRADE 2 BRAILLE

5/8" TACTILE TEXT

RAISED PICTOGRAM

PRIMARY COLOR (C3)ACCENT COLOR (C3)

6" FIELD FOR PICTOGRAMPLACEMENT

NOTE: PROVIDE APPROPRIATE RESTROOM PICTOGRAMS AND TEXT BASED ON USE

ACCENT COLOR (C5)

ROOMNAME


GRAPHIC #25/8" TACTILE TEXT

GRAPHIC #3RAISED PICTORIAL SYMBOLOR FIRST SURFACE SCREENPRINT

PRIMARY COLOR

ACCENT COLOR

RAISED DECORATIVE LINE

ACCENT COLOR(C5)

1080ROOMNAME

1/8" NON-GLARECLEAR ACRYLIC W/SUBSURFACE PAINT 3SOLID COLORS

GRADE 2 BRAILLE

GRAPHIC #1TACTILE TEXT

GRAPHIC #3RAISED PICTORIALSYMBOL

GRAPHIC #25/8" TACTILE TEXT

PRIMARY COLORACCENT COLORACCENT COLOR(C5)

GRAPHIC #3 RAISED PICTORIALSYMBOL OR FIRST SURFACESCREEN PRINT

RAISED DECORATIVE LINE1080GRADE 2 BRAILLE

GRAPHIC #1RAISED TACTILE TEXT

PAPER INSERT W/ TEXT &BACKGROUND IMAGE

NOTE: THIS SIGN TYPE ACCOMMODATES A SHEET OF CARDSTOCK,PROVIDED BY OWNER.

1/8" NON-GLARE CLEARACRYLIC COVER W/SUBSURFACE PAINT 2 SOLIDCOLORS

PRIMARY COLOR

ACCENT COLOR

PRIMARY COLOR

1/16" CLEAR ACRYLICSPACER

1/16" CLEARACRYLICBACKPLATE W/SUB-SURFACEPAINTED WHITE

AIR SPACE FORPAPER INSERT

1/8" NON-GLARECOVER CLEARACRYLIC W/ SUB-SURFACE PAINT.2 SOLID COLORS

1/16" CLEAR ACRYLICSPACER

SIDE VIEW - SMALL ROOM SIGN - INSERT

1/4" NON-GLAREACRYLIC W/SUBSURFACE DIGITALPRINT FOR ALLCOLORS / TEXT /GRAPHICS.

PRIMARY COLOR (C4)

ACCENT COLOR (C4)

ACCENT COLOR (C5)

TAMPER PROOFSTAINLESS STEEL SCREWS

GUIDANCE

ADMINISTRATION

MEDIA CENTERLEVEL 2

ROOMS 1200 - 1206

1/4" NON-GLARE ACRYLIC W/ SUBSURFACEDIGITAL PRINT FOR ALL COLOR / TEXT / GRAPHICS

PICTORIAL SYMBOL

PRIMARY COLORACCENT COLORACCENT COLOR (C5)

ROOM NAME

7"

9"

1"1/

4"

3/4"

1 1/

2"

9"

5/8"

6"1/

4"

2"

3/4"

1 1/

2"

7"

6"

7"

1/2"

9"

1/2"

5/8"

1 1/

2"

1/2"

1/4"2"

3/4"

1 1/

2"

1 1/2"

1/2"

1"

1 1/

2"5/

8"

1/2"

7"

1 1/2"

1 1/

2"1/

2"

1/4"

1 7/

8"7/

16"

FRO

NT

1/2"

5"3

1/2"

9"2"

1/2"

1"1/

2"

7"

1 1/

4"3/

4"7"

1'-9"

1" 1'-4 1/2" 3 1/2"

2'-8

"

1 1/

4"3

1/2"

2'-3

1/4

"

EQEQ

1 1/

2"1

1/8"

1 1/

4"1

1/8"

3 1/

2"

3 1/2"

1. THE MESSAGE LIST (SIGNAGE SCHEDULE) IS PROVIDED TO INDICATE THE NUMBER OF SIGNS AND SCOPE OF TEXT AND IS SUBJECT TO CHANGE WITHIN THOSE BOUNDS. REFER TO SPECIFICATIONS SECTION 10 1400.

2. SIGN TYPES SHALL COMPLY WITH ADA STANDARDS. SIGN CONTENT SHOWN IN BID DOCUMENTS ARE DIAGRAMMATIC IN NATURE.

3. HELVETICA FONT SHALL BE USED FOR ALL ROOM NUMBER AND ROOM NAME TEXT. ROOM NUMBER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 1". ROOM NAME HEIGHT MEASURED VERTICAL FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8".

4. GRADE 2 BRAILLE SHALL BE USED ON ALL TACTILE SIGNS IN COMPLIANCE WITH ADA STANDARDS.

5. IF APPLICABLE ROOM GRAPHICS SHALL BE SIZED TO FIT THE 1-1/2" X 1-1/2" FIELD PROVIDED IN THE SIGN TYPE DIAGRAMS.

6. DASHED LINES INDICATE APPROXIMATE LOCATION OF TEXT AND INDIVIDUAL COMPONENTS. CONTEXT VARIES.

7. LETTERING AND GRAPHICS ARE REPRESENTATIVE ONLY. ACTUAL LETTERING AND GRAPHICS TO BE COORDINATED WITH OWNER AND REVIEWED BY SHOP DRAWINGS.

8. SEE SCHEDULE FOR GRAPHIC DESIGNATION, ROOM NAMES, ROOM NUMBERS, SIGNAGE COLOR.

SIGNAGE GENERAL NOTES:

GENERAL SIGN LOCATION NOTES:

1. SIGNS SHALL COMPLY WITH ADA STANDARDS.2. TACTILE SIGNS SHALL BE MOUNTED ON LATCH SIDE OF

DOOR. AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR RIGHT SIDE OF A DOUBLE DOOR, TACTILE SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.

3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.

4. SIGNS CONTAINING TACTILE CHARACTERS WILL BE LOCATED SO THAT THERE IS A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM CENTERED ON TACTILE CHARACTERS.

5. DOOR NUMBERS ARE PROVIDED FOR REFERENCE PURPOSES ONLY AND DO NOT REFLECT BUNCOMBE COUNTY SCHOOLS NUMBERING SYSTEM.

6. ROOM NUMBER, GRAPHIC #1, SHALL BE VERIFIED AND COORDINATED WITH OWNER PRIOR TO PRODUCTION.

7. ROOM NUMBER, GRAPHIC #2, SHALL BE VERIFIED AND COORDINATED WITH OWNER PRIOR TO PRODUCTION.

8. SIGNS MOUNTED ON DOORS MUST COMPLY WITH ADA STANDARDS FOR THAT CONDITION.

9. FOR SIGNS MOUNTED ON GLASS, PROVIDE OPAQUE SHEET MATCHING SIGN MATERIAL AND FINISH ONTO OPPOSITE SIDE OF GLASS TO CONCEAL BACK OF SIGN.

10. CONSULT THE OWNER FOR THE EXACT LOCATION OF SIGNS FOR WHICH NO DOOR NUMBER IS SHOWN.

GENERAL SIGN FINISH NOTES:

C1 SAFETY RED WITH ACCENT (PRIMARY - PANTONE 7620C)

C2 TRICORN BLACK WITH ACCENT (PRIMARY -PANTONE 426C)

C3 GREY WITH ACCENT (PRIMARY - PANTONE 445M)C4 PRIMARY - TO BE DETERMINED

ACCENT - TO BE DETERMINEDC5 WHITE ACCENT (PANTONE P1-1C)

FINISH FLOOR ELEVATION

5'-0

"

4'-8

" 5'-8

1/2

"

SMALL ROOM SIGN DIRECTIONAL SIGN INDIVIDUAL DIRECTIONAL SIGN

CL

FINISH FLOOR ELEVATION

60" M

AX

CL

9" MIN.

3 1/2"

CENTERED ON RAISED SIGN CHARACTERS18" MIN. CLEARANCE

CEN

TERE

D O

N R

AIS

ED S

IGN

C

HA

RAC

TERS

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ROOM & WAYFINDINGSIGNAGE

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05/03/19

3" = 1'-0" 5ADA DIRECTIONAL SIGNAGE3" = 1'-0" 6LIFE SAFETY SIGN

3" = 1'-0" 7RESTROOM SIGN

3" = 1'-0" 8SMALL ROOM SIGN - NO NUMBER3" = 1'-0" 9SMALL ROOM SIGN - NO INSERT

3" = 1'-0" 10SMALL ROOM SIGN - INSERT

3" = 1'-0" 1DIRECTIONAL SIGN

3" = 1'-0" 4INDIVIDUAL DIRECTIONAL SIGN

1/2" = 1'-0" 2SIGN ELEVATIONS1" = 1'-0" 3SIGN LOCATION

ROOM IDENTIFICATION SCHEDULE# SIGN TYPE GRAPHIC #1 GRAPHIC #2 NOTES2a 6 TBD SUPPLIES3a 5 TBD ROBOTICS3b NO SIGNAGE3c NO SIGNAGE4a 3 TBD RESTROOM5a 5 TBD ELECTRICAL7a 5 TBD ART7b NO SIGNAGE,

PROVIDE HOLDOPEN AND FULLWIDTH PROTECTIVEPLATES FROM FIN.FL. TO UNDERSIDEOF LEVERHARDWARE BOTHSIDES OF DOOR

8a 5 TBD SUPPLIES9a 3 TBD RESTROOM

11a 3 TBD MEN12a 3 TBD WOMEN13a 5 TBD CONCESSIONS13b NO SIGNAGE13c NO SIGNAGE14a 5 TBD ELECTRICAL

EX1a 5 CTE EXISTING DOOR TOREMAIN, ADDSIGNAGE ONLY

NOTE: GRAPHIC #1 REFERENCES ROOM NUMBER. NUMBERS TO BE COORDINATED WITH OWNER DURINGSHOP DRAWING PHASE.

# DESC: DATE

04 2000.C01

04 2000.A01

04 2000.E02

FINISH WITH BLOCK FILLER AND PAINT

MATCH EXIST. WALL

REFER TO STRUCTURAL FOR ATTACHMENT TO UNDERSIDE OF STRUCTURE

04 2000.B01

04 2000.A01

(REFER TO STRUCTURAL)

04 2000.A02

FLOOR FINISH- REFER TO FINISH PLAN

WALL BASE- REFER TO FINISH PLAN

(REFER TO STRUCTURAL)

04 2000.A01

04 2000.B01

04 2000.A05

04 2000.B01

CHASE6"

REFER TO STRUCTURAL FOR ATTACHMENT TO UNDERSIDE OF STRUCTURE

04 2000.B01

FLOOR FINISH-REFER TO FINISH PLAN

WALL BASE-REFER TO FINISH PLAN

REFER TO 3/A300 FOR CAP ASSEMBLY



04 4313.13.B01



04 4313.13.B01

04 2000.A01A

04 2000.A01A

6"

06 1600.A03

07 9200.B01

05 4000.B04

09 6513.A00

09 6519.A01

06 1600.A04

09 2900.D02ELEV: 42"

05 4000.A04

06 6000.A01

CHAMFER EDGES- TYP.

06 1600.A07

REFER TO 2/A301 FOR ADDITIONAL REQUIRED DETAIL


EXISTING EXTERIOR WALL SHOWN HATCHED

06 6000.A01

05 4000.B02

05 4000.A02

07 9200.A01

09 2900.A02

EXIST.WINDOW

ELEV: 30"+/-

ABUSE RESISTANT

CONT. 1/4" CHAMFER

09 6513.A00

09 2900.A02

09 2216.A03

07 9200.B01

05 4000.B02

09 6513.A00

09 6519.A01

09 2900.A02

09 2216.A03

(IMPACT RESISTANT)

(IMPACT RESISTANT)

09 2900.A02

09 2216.A05

07 9200.B01

05 4000.B04

09 6513.A00

09 6519.A01

09 2900.A02

09 2216.A05

(IMPACT RESISTANT)

(IMPACT RESISTANT)

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EXTERIOR AND INTERIORWALL TYPES

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KEYNOTES# DESCRIPTION04 2000.A01 8" X 8" X 16" CONCRETE MASONRY UNIT04 2000.A01A 8" X 4" X 16" CONCRETE MASONRY UNIT04 2000.A02 CONTINUOUS CMU BOND BEAM04 2000.A05 8" X 4" X 16" CONCRETE MASONRY UNIT 04

2000.A0004 2000.B01 HORIZONTAL TRUSS MASONRY JOINT

REINFORCEMENT @ 16" O.C. VERT.04 2000.C01 STANDARD BRICK - 3/8" JOINT04 2000.E02 GROUT CAVITY SOLID04 4313.13.B01 ADJUSTABLE VENEER ANCHOR05 4000.A02 3 5/8" METAL STUD FRAMING05 4000.A04 6" METAL STUD FRAMING05 4000.B02 3 5/8" METAL RUNNER CHANNEL05 4000.B04 6" METAL RUNNER CHANNEL06 1600.A03 3/4" FIRE-RETARDANT-TREATED PLYWOOD

SHEATHING06 1600.A04 1/2" PRESSURE-TREATED PLYWOOD SHEATHING06 1600.A07 1/4" FIRE-RETARDANT A/C PLYWOOD

SHEATHING06 6000.A01 3/4" SOLID SURFACE TRIM07 9200.A01 BACKER ROD W/ SEALANT07 9200.B01 ACOUSTICAL JOINT SEALANT09 2216.A03 3 5/8" METAL STUD FRAMING09 2216.A05 6" METAL STUD FRAMING09 2900.A02 5/8" GYPSUM WALLBOARD09 2900.D02 1/2" STAINLESS STEEL REVEAL09 6513.A00 RESILIENT BASE - REFER TO ROOM FINISH

SCHEDULE09 6519.A01 RESILIENT TILE FLOORING - REFER TO ROOM

FINISH SCHEDULESHEET NOTES - WALL TYPES# SHEET NOTES - WALL TYPEST000 TYPICAL WALL TYPE SHEET NOTET001 REFER TO ROOF FINISH INFORMATION FOR FLOORING,

BASE, AND WALL FINISH MATERIAL.T002 PROVIDE A STRUCTURAL COLUMN WITH BASE PLATE TO

SUPPORT HALF HEIGHT WALL. PROVIDE AT MINIMUM A 3"SQUARE TUBE SECTION WITH BASEPLATE. BASEPLATE TO FITWITHIN STUD CAVITY. GC TO PROVIDE ENGINEEREDCALCULATIONS AND CONNECTIONS FOR COLUMN.

T003 REFER TO FINISH INFORMATION FOR WALL CAP MATERIAL.REFER TO INTERIOR ELEVATION FOR HEIGHT OF WALL.

T004 EXISTING WALL CONSTRUCTIONT010 REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHT

AND TYPE.

3" = 1'-0" 8EXTERIOR WALL INFILL- E1

3" = 1'-0" 1INTERIOR WALL - A13" = 1'-0" 2INTERIOR WALL - A2

3" = 1'-0" 3INTERIOR WALL - A3

EXISTING WALL CONST.

3" = 1'-0" 4INTERIOR WALL - A4

3" = 1'-0" 6INTERIOR WALL - A53" = 1'-0" 7INTERIOR WALL - A6

3" = 1'-0" 5INTERIOR WALL - B13" = 1'-0" 9INTERIOR WALL - B2

# DESC: DATE

.

D004

D001

D001D004D022D017 D018

D004

D001

D020

D020D002

E003

TYP.

TYP.

E004

TYP.

E003E003

D003D021 E005

D023

E006 E007E007

D024 D025

D004

D026

D027

D021

(E) SHOP

(E) CLASSROOM

(E) CLASSROOM

(E) STORAGE

(E) STORAGE

D030

D022

TYP.

D014

D014

TYP.

TYP.

D033

TYP.D033

TYP.

E012

D011 VCT

D011 VCTD011 VCT

D011 VCT

D011 VCT

D011 VCT

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DEMOLITION PLAN - ART +CTE

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GENERAL NOTES - DEMOLITION# GENERAL NOTES - DEMOLITION

1. REMOVE DESIGNATED PARTITIONS, CEILINGS COMPONENTS,BUILDING EQUIPMENT, AND FIXTURES.

2. REMOVE EXISTING WORK AS REQUIRED TO ACCOMODATENEW WORK, EVEN WHERE NOT EXPRESSLY INDICATED ONDEMOLITION PLANS.

3. REMOVE ABANDONED HVAC EQUIPMENT, DUCT WORK,CONTROLS, REGISTERS, GRILLES AND ALL ASSOCIATEDHARDWARE & ACCESSORIES.

4. REMOVE AND CAP ABANDONED ELECTRICAL, TELEPHONE,DATA, SECURITY AND SIMILAR OTHER CABLING, CONDUIT,EQUIPMENT AND DEVICES, UNLESS OTHERWISE NOTED.

5. REMOVE AND CAP ABANDONED PLUMBING EQUIPMENT,VALVES, PIPING AND ALL ASSOCIATED HARDWARE &ACCESSORIES.

6. REMOVE EXISTING FLOOR FINISHES WHERE INDICATED ANDPREPARE SUBFLOOR AS REQUIRED FOR NEW FLOORFINISHES.

7 REMOVE ALL EXISTING TOILET ROOM ACCESSORIES SUCH ASPAPER TOWEL, TOILET PAPER AND SOAP DISPENSERS

8 NEW PLUMBING BELOW SLAB WILL REQUIRE SAWCUTTING.REFER TO PLUMBING DRAWINGS FOR EXTENT ANDLOCATION.

SHEET NOTES - DEMOLITIONNO SHEET NOTES - DEMOLITIOND001 DEMO EXISTING INTERIOR WALLD002 DEMO EXISTING LAVATORYD003 DEMO EXISTING WATER CLOSETD004 DEMO EXISTING DOORD005 DEMO EXISTING TOILET PARTITIOND006 DEMO EXISTING WINDOWD007 DEMO EXISTING URINALD008 DEMO EXISTING WATER CLOSETD009 REMOVE CARPETD011 REMOVE (E) FLOOR FINISH AND PREPARE FLOOR TO

RECEIVE NEW FLOORCOVERINGD014 REMOVE ACOUSTIC CEILING TILE & GRIDD014a REMOVE CLG TILE, GRID TO REMAIND016 REMOVE EXISTING FLOORCOVERING AND PREP FOR

NEW FLOORCOVERINGD017 REMOVE ELECTRICAL PANELS; RELOCATE PER E SHEETSD018 DEMO SHOP SINKD019 REMOVE DOOR CLOSERD020 DEMO EXISTING DRINKING FOUNTAIND021 DEMO EXTERIOR ROOF EAVED022 REMOVE LIGHT FIXTURESD023 REMOVE AND CAP EXISTING FLOOR DRAIN AND

PREPARE AREA TO RECEIVE NEW FLOORINGD024 DEMO EXISTING PAINT BOOTHD025 REMOVE EXISTING HVAC UNITD026 REMOVE EXISTING EXTERIOR DUST COLLECTION SYSTEM

(WORK COMPLETED BY BUNCOMBE COUNTY SCHOOLS)D027 REMOVE EXISTING INTERIOR DUST COLLECTION SYSTEM

DUCTWORK AND EQUIPMENT (WORK COMPLETED BYGC)

D028 DEMO EXISTING TROUGH DRAIN, PREPARE AREA TORECEIVE NEW FLOOR

D029 DEMO EXISTING CURB AND PREPARE AREA FOR NEWFLOORING

D030 DEMO EXTERIOR POSTSD031 DEMO EXISTING URINALD032 DEMO EXISTING LOCKER CURB BASED033 REMOVE SPANDREL GLASS PANEL TO PREPARE FOR

VISION GLASS REPLACEMENT, LOCATIONS PER INTERIORELEVATIONS

SHEET NOTES - EXISTING TO REMAINNO SHEET NOTES - DEMOLITIONE003 EXISTING COLUMN & ENCASEMENT TO REMAINE004 EXISTING EXTERIOR DOOR TO REMAINE005 EXISTING EXTERIOR ROOF EAVE TO REMAINE006 EXISTING DUAL TEMP SUPPLY TO REMAINE007 EXISTING CONDENSATE LINES TO REMAINE008 EXISTING INTERIOR DOOR TO REMAINE009 EXISTING CEILING TO REMAIN; CLEAN, PATCH AND

PAINT WHERE DAMAGEDE010 EXISTING FLOOR DRAIN TO REMAIN; CLEANE011 EXISTING LOCKER CURB BASE TO REMAINE012 EXISTING WATERTIGHT COVER TO REMAIN AFTER

REMOVAL OF DUST COLLECTION DUCT AT ROOF

PLANNORTH

3/16" = 1'-0" 1DEMOLITION PLAN - ART + CTE(BASE BID)

# DESC: DATE

D001

D014

D014

D014

D017

D001

D001

D004

D016

D020

TYP.

TYP.

TYP.

TYP.

D002

D031

D008

(E) LOBBY

(E) MENS TOILET

E004TYP.

D004

TYP.

E008TYP.

D016

TYP.

D011

D011

D011

D005

(E) WOMENS

TOILET

D008

TYP. TYP.

D005

TYP.

D002

D011TYP.

E010

E010

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No r t h Caro lina

L LE

ER

SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PIT

TSBO

RO-A

SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

www.mhaworks.com

A002MHA

05/03/1917006

DEMOLITION PLAN - GYMLOBBY

51 N

Bun

com

be S

choo

l Roa

d,

Wea

verv

ille, N

C 2

8780

MO

DIF

ICA

TION

S TO

NO

RTH

BUN

CO

MBE

MID

DLE

SC

HO

OL


05/03/19

3/16" = 1'-0" 1DEMOLITION PLAN - GYM LOBBY

GENERAL NOTES - DEMOLITION# GENERAL NOTES - DEMOLITION

1. REMOVE DESIGNATED PARTITIONS, CEILINGS COMPONENTS,BUILDING EQUIPMENT, AND FIXTURES.

2. REMOVE EXISTING WORK AS REQUIRED TO ACCOMODATENEW WORK, EVEN WHERE NOT EXPRESSLY INDICATED ONDEMOLITION PLANS.

3. REMOVE ABANDONED HVAC EQUIPMENT, DUCT WORK,CONTROLS, REGISTERS, GRILLES AND ALL ASSOCIATEDHARDWARE & ACCESSORIES.

4. REMOVE AND CAP ABANDONED ELECTRICAL, TELEPHONE,DATA, SECURITY AND SIMILAR OTHER CABLING, CONDUIT,EQUIPMENT AND DEVICES, UNLESS OTHERWISE NOTED.

5. REMOVE AND CAP ABANDONED PLUMBING EQUIPMENT,VALVES, PIPING AND ALL ASSOCIATED HARDWARE &ACCESSORIES.

6. REMOVE EXISTING FLOOR FINISHES WHERE INDICATED ANDPREPARE SUBFLOOR AS REQUIRED FOR NEW FLOORFINISHES.

7 REMOVE ALL EXISTING TOILET ROOM ACCESSORIES SUCH ASPAPER TOWEL, TOILET PAPER AND SOAP DISPENSERS

8 NEW PLUMBING BELOW SLAB WILL REQUIRE SAWCUTTING.REFER TO PLUMBING DRAWINGS FOR EXTENT ANDLOCATION.

SHEET NOTES - DEMOLITIONNO SHEET NOTES - DEMOLITIOND001 DEMO EXISTING INTERIOR WALLD002 DEMO EXISTING LAVATORYD003 DEMO EXISTING WATER CLOSETD004 DEMO EXISTING DOORD005 DEMO EXISTING TOILET PARTITIOND006 DEMO EXISTING WINDOWD007 DEMO EXISTING URINALD008 DEMO EXISTING WATER CLOSETD009 REMOVE CARPETD011 REMOVE (E) FLOOR FINISH AND PREPARE FLOOR TO

RECEIVE NEW FLOORCOVERINGD014 REMOVE ACOUSTIC CEILING TILE & GRIDD014a REMOVE CLG TILE, GRID TO REMAIND016 REMOVE EXISTING FLOORCOVERING AND PREP FOR

NEW FLOORCOVERINGD017 REMOVE ELECTRICAL PANELS; RELOCATE PER E SHEETSD018 DEMO SHOP SINKD019 REMOVE DOOR CLOSERD020 DEMO EXISTING DRINKING FOUNTAIND021 DEMO EXTERIOR ROOF EAVED022 REMOVE LIGHT FIXTURESD023 REMOVE AND CAP EXISTING FLOOR DRAIN AND

PREPARE AREA TO RECEIVE NEW FLOORINGD024 DEMO EXISTING PAINT BOOTHD025 REMOVE EXISTING HVAC UNITD026 REMOVE EXISTING EXTERIOR DUST COLLECTION SYSTEM

(WORK COMPLETED BY BUNCOMBE COUNTY SCHOOLS)D027 REMOVE EXISTING INTERIOR DUST COLLECTION SYSTEM

DUCTWORK AND EQUIPMENT (WORK COMPLETED BYGC)

D028 DEMO EXISTING TROUGH DRAIN, PREPARE AREA TORECEIVE NEW FLOOR

D029 DEMO EXISTING CURB AND PREPARE AREA FOR NEWFLOORING

D030 DEMO EXTERIOR POSTSD031 DEMO EXISTING URINALD032 DEMO EXISTING LOCKER CURB BASED033 REMOVE SPANDREL GLASS PANEL TO PREPARE FOR

VISION GLASS REPLACEMENT, LOCATIONS PER INTERIORELEVATIONS

SHEET NOTES - EXISTING TO REMAINNO SHEET NOTES - DEMOLITIONE003 EXISTING COLUMN & ENCASEMENT TO REMAINE004 EXISTING EXTERIOR DOOR TO REMAINE005 EXISTING EXTERIOR ROOF EAVE TO REMAINE006 EXISTING DUAL TEMP SUPPLY TO REMAINE007 EXISTING CONDENSATE LINES TO REMAINE008 EXISTING INTERIOR DOOR TO REMAINE009 EXISTING CEILING TO REMAIN; CLEAN, PATCH AND

PAINT WHERE DAMAGEDE010 EXISTING FLOOR DRAIN TO REMAIN; CLEANE011 EXISTING LOCKER CURB BASE TO REMAINE012 EXISTING WATERTIGHT COVER TO REMAIN AFTER

REMOVAL OF DUST COLLECTION DUCT AT ROOF

PLANNORTH

(ALTERNATE -1)

# DESC: DATE

2A302

1A300

1A301

(E) DATA6

CLOSET2

TOILET RM.4

TOILET RM.9

SUPPLIES8

ART7

ROBOTICS3

CTE1

REF.

SHE

ET 1

/A13

1

REF.

SHE

ET 1

/A13

2

REF.

SHE

ET 1

/A13

1

REF.

SHE

ET 1

/A13

2

13'-4" 9'-2" 13'-10"CL CL 10'-0" 7'-7"

73'-1 7/8"

13'-8

"6'

-0"

8'-2

"11

'-0"

4'-0

"3'-6"

10"

14'-0

"

E1 E1 E1

B2

B1

A1

A1A1

A1

A1

A4A1A1

9'-0

"

7b

B1B1

3'-0

"13

'-0 3

/4"

3'-0

"4'

-7"

A5

A5

A5

A5

A6

A6

1'-4

"

7a

2a

5a

3a

4a

9a

8a

8'-0"

4'-6"

3c

22 4216.A16

10 4413.A02

B2

A6

ELEC. CLOS.5

A1

exist

exist

EX1a

A6

E1

MIN

. CLR

.1'

-6"

3'-0

"5'

-6"

3'-0

"6'

-9 1

/2"

1'-6

" CLR

.

6'-8

"1'

-8"

A1

10 5601

4

A430

3b

10 5601

4

A430

5'-3

"

3'-2

"

4"

8'-0" 10'-5"6" MIN. CLR.

08 1113 01

4'-0

"

CL

4'-0

"

CL

6'-0

"

CL

08 1113 01

6'-0" 33'-4"

6

A430

6

A430

ALI

GN

WITH

WIN

DO

W

17'-0

" +/-

ALI

GN

WITH

WIN

DO

W

17'-0

" +/-

2A302

NEW DOOR CANOPY

NEW DOOR CANOPY

6'-8

"

REFER TO SPECIFICATION SECTION 03 0100 MAINTENANCE AND REPAIR OF CONCRETE:EXISTING CONCRETE LANDING AND RAMP TO ASPHALT PARKING AREA. THE G.C. SHALL REPAIR CONCRETE RAMP BY FILLING VOIDS AND SMOOTHING UNEVEN SURFACES FROM DOOR 7b TO THE ASPHALT PARKING SURFACE. THE CONTRACTOR SHALL INCLUDE THIS WORK IN BID BASED ON A PRE-BID SITE VISIT. QUESTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT LEAST ONE WEEK BEFORE BID FOR CLARIFICATION.

EXIST. CONC. RAMP

AN

D R

AM

P

EXIS

T. C

ON

C. L

AN

DIN

G

EDGE OF EXISTING ASPHALT

SLO

PE

1. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

2. VERIFY ALL DIMENSIONS IN FIELD.3. CLEAN, PREP AND RE-PAINT (E) WALLS4. CLEAN, PREP AND RE-PAINT (E) CEILINGS5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS

GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT FOR DIRECTION.

6. NEW INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING OR FACE OF CONCRETE BLOCK, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED “CLEAR”. ALLOW FOR THICKNESS OF FINISHED WALL MATERIAL WHEN LAYING OUT WALLS. REFER TO INTERIOR FINISH INFORMATION FOR WALL FINISH.

7. ALL INTERIOR DOORS TO BE LOCATED 6” OFF PERPENDICULAR WALL, UNO. DIMENSION TO INCLUDE INTERIOR FINISH MATERIALS. ALL DOOR CLEARANCES TO MEET ANSI A117.1 2009 ACCESSIBLE CLEARANCES.

8. REFER TO THE OWNER FURNISHED OWNER INSTALLED LIST FOR EQUIPMENT TO BE INSTALLED BY OWNER’S CONTRACTOR. PROVIDE CONCEALED BLOCKING AS REQUIRED FOR WORK BY OWNER’S OTHER CONTRACTORS. COORDINATE WITH THE OWNER’S CONTRACTORS THE SIZE, LOCATION, AND BLOCKING REQUIREMENTS.

9. PLUMBING AND ELECTRICAL UTILITY SERVICES SHOWN IN THE P AND E SERIES ONLY EXTENDS 5’-0” OUTSIDE OF THE BUILDING. GC RESPONSIBLE FOR FINAL COORDINATION OF THESE ELEMENTS IF SITE CONDITIONS VARY FROM THE CIVIL / LANDSCAPE DESIGN DOCUMENTS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES OR ALTERATIONS TO THE DESIGN DOCUMENTS THAT RESULT FROM SITE CONDITIONS.

10. REDIRECT EXISTING CONDUITS PER ELECTRICAL

GENERAL CONSTRUCTION NOTES:

1. REFER TO G006 FOR TYPICAL INTERIOR MOUNTING HEIGHTS FOR TOILET ROOM ACCESSORIES, ELECTRICAL OUTLETS, DATA OUTLETS, FIRE ALARM, FIRE STROBE, THERMOSTATS, ETC.

2. REFER TO SHEET G200 FOR EXTERIOR WALL TYPE INFORMATION

3. REFER TO SHEET G200 FOR INTERIOR WALL TYPE INFORMATION.

4. REFER TO SHEET A130 FOR INTERIOR FINISH INFORMATION.

DRAWING REFERENCES:

DURHA M, NC

MHAworks, P.A.

50455

Registered


No r t h Caro lina

ASHEV I ,

N.

C.

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

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SHEET NAME:

PROJECT #:

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ENV

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works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

www.mhaworks.com

A101MHA

05/03/1917006

FLOOR PLAN ART + CTE

51 N

Bun

com

be S

choo

l Roa

d,

Wea

verv

ille, N

C 2

8780

MO

DIF

ICA

TION

S TO

NO

RTH

BUN

CO

MBE

MID

DLE

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HO

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05/03/19

3/16" = 1'-0" 1(BASE BID) FLOOR PLAN - ART & CTEPLANNORTH

KEYNOTES# DESCRIPTION08 1113 01 HOLLOW METAL WINDOW PER SPECS10 4413.A02 SEMI-RECESSED FIRE EXTINGUISER CABINET10 5601 SHELF AND HOOKS22 4216.A16 COMMERCIAL UTILITY SINK PER PLUMBING

INTERIOR WALL SCHEDULE - NEW

# TOTA

L SI

ZE

RATIN

G

R-V

ALU

E

DTL. DESCRIPTION

A1 7 5/8" 1/G200A2 1'-5 1/4" 2/G200A3 10" 3/G200A4 1'-1 1/4" 4/G200A5 5" 6/G200A6 4 1/4" 7/G200B1 4 7/8"B2 7 1/4"

EXTERIOR WALL SCHEDULE - NEW

# TOTA

L SI

ZE

RATIN

G

R-V

ALU

E

DTL. DESCRIPTION

E1 11 5/8"

# DESC: DATE

A2

A1

A1

A1A1

A1

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13

3A300

10'-8"

23'-4"

EQ.

EQ.

REFERENCE SHEET 1/A132




4'-11 1/4" 5'-8 7/8"

8'-1

1 1/

4"10

"5'

-2 3

/4"

5'-2

3/4

"8'

-11

1/4"

10"

3'-4"

11'-4"

11'-4"

3'-4"

8'-8

"6'

-0"

8'-8

"

5'-4" 4'-11 1/4" 5'-9+/-

1'-1"1'-2 1/4"

1'-5

1/4

"

1'-5

1/4

"

3'-4

"4'

-8"

16'-5

1/4

"

2"

2'-8"

11a

13a

14a

12a

FD

FD

13c

13b

V.I.

F .

16'-5

1/4

"18

" CLR

MIN

.18

" CLR

MIN

.

22 4216.B16

22 4216.A13

22 4713

TYP.22 4213.16

TYP.10 2113.17

TYP.22 4216.B13

TYP.10 2113.17

TYP.22 4216.B13

10 4413.A02

A1

A1

10 4413.A02

08 3323.A02

08 3323.A02

10 2800.C01

10 2800.C02

10 2800.C02

10 2800.C01

22 1300.01

1'-7"

6'-3

"

CLCL

A2

A3

A4

A3

exist

exist

exist

exist

exist

exist

exist

exist

exist

CLEAR5'-4"

ELEC. CLOS.14

exist

exist

exist

1'-4

"

CL

CL

FD

EQEQ

EQ

EQ EQ

TYP.22 1319.13

A3

A4

A4














DRAWING REFERENCES:

DURHA M, NC

MHAworks, P.A.

50455

Registered


No r t h Caro lina

ASHEV I ,

N.

C.

PE

TER S. LOOP

11444

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tered Architect

No r t h Caro lina

L LE

ER

SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

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TSBO

RO-A

SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

www.mhaworks.com

A102MHA

05/03/1917006

FLOOR PLANS- GYM LOBBY

51 N

Bun

com

be S

choo

l Roa

d,

Wea

verv

ille, N

C 2

8780

MO

DIF

ICA

TION

S TO

NO

RTH

BUN

CO

MBE

MID

DLE

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HO

OL


05/03/19

3/16" = 1'-0" 1(ALTERNATE-1) FLOOR PLAN- GYM LOBBYPLANNORTH

KEYNOTES# DESCRIPTION08 3323.A02 OVERHEAD COILING COUNTER DOOR PER

SCHEDULE10 2113.17 PHENOLIC TOILET COMPARTMENTS10 2800.C01 36" GRAB BAR10 2800.C02 42" GRAB BAR10 4413.A02 SEMI-RECESSED FIRE EXTINGUISER CABINET22 1300.01 FLOOR SINK FOR FUTURE ICE MACHINE22 1319.13 NEW FLOOR DRAIN PER PLUMBING22 4213.16 COMMERCIAL URINAL PER PLUMBING22 4216.A13 FUTURE COMMERCIAL LAVATORY; PROVIDE

PLUMBING ROUGH-INS WITH SHUT OFF VALVE,CAP ON STUB FOR DOMESTIC WATER ANDCAPPED STUB FOR SEWER CONNECTION

22 4216.B13 COMMERCIAL LAVATORY PER PLUMBING22 4216.B16 COMMERCIAL SINK; PROVIDE PLUMBING

ROUGH-INS WITH SHUT OFF VALVE, CAP ONSTUB FOR DOMESTIC WATER AND CAPPED STUBFOR SEWER CONNECTION

22 4713 HIGH LOW DRINKING FOUNTAIN

INTERIOR WALL SCHEDULE - NEW

# TOTA

L SI

ZE

RATIN

G

R-V

ALU

E

DTL. DESCRIPTION

A1 7 5/8" 1/G200A2 1'-5 1/4" 2/G200A3 10" 3/G200A4 1'-1 1/4" 4/G200A5 5" 6/G200A6 4 1/4" 7/G200B1 4 7/8"B2 7 1/4"

EXTERIOR WALL SCHEDULE - NEW

# TOTA

L SI

ZE

RATIN

G

R-V

ALU

E

DTL. DESCRIPTION

E1 11 5/8"

# DESC: DATE

F

H

S

OPEN TO EXISTING HIGH CEILING ABOVE

CL019'-0"

CL039'-0"

CL039'-0"

OPEN TO STRUCTURE

ABOVE

1A300

EQEQ

EQEQ

3'-2

"3'

-2"

EQ EQ EQ EQ 4'-0"6'-0" 6'-0 3/8"EQ EQ EQ EQ EQ EQ

4'-0" 4'-0"EQ EQ EQ EQ EQ

4'-6

"4'

-10"

EQEQ

EQ

3'-4

"3'

-0"

6'-4 1/4"

4'-8

7/8

"7'

-6 3

/4"

6'-5

3/8

"6'

-5 3

/8"

4'-0" EQ EQ

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CLCLCLCLCLCLCLCL

CL CL CL CL CL CL CL CL CL CL CL CL

5'-4

"10

'-11"

3'-6

"3'

-6"

3'-6

"

11'-7 7/8" 8'-9 3/8"

9'-4

1/4

"18

'-2"

OPEN TO EXISTING HIGH CEILING ABOVE

CL CL

CL

CL

CLCLCLCLCLCLCLCLCL

CL

CL

CL

CL

CL

4'-8

"4'

-8"

4'-8

"3'

-0"

C L

4'-3 1/4" 2'-11" 2'-11"

CLCLCL

2'-1

0"C L

4'-6" 3'-0"CL CL

8'-5 3/4"CL

2'-6"CL

CL

26 2416

08 3000

4'-6"

7'-0"

4

A301

3

A301

NOTE: RESTORE ROOF AT LOCATION OF REMOVED DUST COLLECTION VACUUM DUCT ABOVE. WORK SHALL BE IN COMPLIANCE WITH THE ROOF MANUFACTURER'S INSTALLATON REQUIREMENTS.

6

A430

2A302

NEW DOOR CANOPY

PROVIDE MTL. FRAMED CLG WITH 5/8" GYP. BD. IN ELEC CLOSET

1'-0

"

2A302

NEW DOOR CANOPY

3'-8" 3'-8" 3'-8" 5'-4"5'-8" 3'-8" 3'-8" 3'-8" 3'-6"3'-8 1/4"

4'-0" 4'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0" 1'-10 3/8"

CL CL CL CL CL CL CL CL CL CL CL CL

5'-2

"11

"

11'-9 1/2" 16'-0"

11'-8" 20'-0"

CL CL

CLCL

17'-0

"7'

-1 3

/8"

4'-6

"8

1/2"

C LC L

C LC L

C L

NOTE:MOCK-UP POWER AND DATA INSTALLATION FOR (1) WING WALL FOR APPROVAL PRIOR TO COMPLETING WIRING TO THE REMAINING (3) WING WALLS

5'-4 3/8" 5'-0" 3'-0" 5'-0" 3'-0" 5'-0" 3'-0" 5'-0"

2'-0

"

5'-0" 3'-0" 5'-0" 3'-0" 5'-0" 3'-0" 5'-0" 3'-0" 5'-0" 3'-0" 5'-0"

2'-0

"

CL88

CL8888'-00"

CEILING TAG - TYPE

CEILING TAG - TYPE

HEIGHT ABOVE F.F.E.

MECHANICAL EXHAUST

MECHANICAL RETURN

MECHANICAL SUPPLY

EMERGENCY EXIT SIGN



RECESSED CAN LIGHT

PENDANT STRIP LIGHT

SPRINKLER HEADFIRE ALARMHEAT DETECTORSMOKE DETECTOR

CEILING SYMBOLS + TYPES

Y

X

CEILING GRID -REFER TO A130 FOR FINISH INFORMATION

GYP BOARD -REFER TO A130 FOR FINISH INFORMATION

2X4 LIGHTING FIXTURE - TO BE REUSED

SPEAKER

1. THE EXISTING LATH AND PLASTER CEILING TO BE EXPOSED, CLEANED, PRIMED AND PAINTED.

2. DAMAGED AREAS OF EXISTING LATH AND PLASTER CEILING TO BE RESTORED.

3. FOR AREAS OF THE PROJECT WHERE PARTITIONS ARE ATTACHED TO THE CEILING SYSTEM (UNDER-PINNED), OR WHERE CEILING LOADS EXCEED 5LBS PER SQ. FT., DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY PLUS ALL LOADS TRIBUTARY TO THE SYSTEM. FOR UNDER-PINNED PARTITIONS, USE A MINIMUM OF 5LBS PER SQ FT UNIFORM LATERAL LOAD ON WALL TO CALCULATE TRIBUTARY LOAD TO THE CEILING SYSTEM.

4. FOR AREAS OF THE PROJECT WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING MAY BE EMPLOYED: 1) ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS.

5. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL, OR WHERE A FLOATING CEILING TERMINATES.

6. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE.

7. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED.

8. FINISH HVAC DIFFUSERS, , SPEAKER GRILLES AND OTHER ITEMS LOCATED IN CEILING TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED.

9. LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES INDICATED ON ARCHITECTURAL BACKGROUNDS ARE FOR LOCATIONS PURPOSES ONLY. REFER TO ENGINEERING DRAWINGS FOR FINAL TYPES AND QUANTITIES.

10. UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT AND PIPING PERMITTED TO BE PAINTED PER THE NORTH CAROLINA STATE BUILDING CODE TO BE PAINTED TO MATCH CEILING COLOR.

11. UNLESS NOTED OTHERWISE, ALL EXPOSED DUCTWORK AND ELECTRICAL LIGHTING TO BE CENTERED IN THE SPACE.

12. LIGHT FIXTURES TO BE REUSED SHALL BE PROTECTED AND STORED UNTIL RE-INSTALLED.

REFLECTED CEILING GENERAL NOTES:

DURHA M, NC

MHAworks, P.A.

50455

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ster

ed


No r t h Caro lin

a

ASHEV I ,

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C.

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TER S. LOOP

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tered Architect

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L LE

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

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works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

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. LEX

ING

TON

AV

ENUE

UNIT

100

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ORT

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ARO

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A 2

8801

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28.2

51.5

550

www.mhaworks.com

A121MHA

05/03/1917006

REFLECTED CEILING PLAN -ART + CTE

51 N

Bun

com

be S

choo

l Roa

d,

Wea

verv

ille, N

C 2

8780

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DIF

ICA

TION

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SC

HO

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05/03/19

3/16" = 1'-0" 1(BASE BID) REFLECTED CEILING PLAN- ART & CTE

CEILING TYPES# DESC.

CL01 2X4 ACOUSTIC CEILING SYSTEMCL03 5/8" GYPSUM SHEATHING ON 3 5/8" MTL STUDSCL04 EXIST. GYP. BD. CLG. PREP. & REPAINT

PLANNORTH

KEYNOTES# DESCRIPTION08 3000 OVERHEAD DOOR PER SCHEDULE26 2416 PANELBOARD PER ELECTRICAL

# DESC: DATE

F

H

S

3A300

CL0310'-4"

CL019'-0"

CL019'-0"

CL019'-0"

CL019'-0"

CL0310'-4"

3'-0

"2'

-1"

EQEQ

EQEQ

EQ

CL

CL

CL

CL

CL

CL

3'-0

"3'

-3"

CL

1'-1

0"

CL

EQ EQCL

EQ EQ

CL

28 4717

26 2416

28 4717

44" M

OUN

TING

HEI

GH

T

CL88

CL8888'-00"

CEILING TAG - TYPE

CEILING TAG - TYPE

HEIGHT ABOVE F.F.E.

MECHANICAL EXHAUST

MECHANICAL RETURN

MECHANICAL SUPPLY

EMERGENCY EXIT SIGN



RECESSED CAN LIGHT

PENDANT STRIP LIGHT

SPRINKLER HEADFIRE ALARMHEAT DETECTORSMOKE DETECTOR

CEILING SYMBOLS + TYPES

Y

X

CEILING GRID -REFER TO A130 FOR FINISH INFORMATION

GYP BOARD -REFER TO A130 FOR FINISH INFORMATION

2X4 LIGHTING FIXTURE - TO BE REUSED

SPEAKER

1. FOR AREAS OF THE PROJECT WHERE PARTITIONS ARE ATTACHED TO THE CEILING SYSTEM (UNDER-PINNED), OR WHERE CEILING LOADS EXCEED 5LBS PER SQ. FT., DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY PLUS ALL LOADS TRIBUTARY TO THE SYSTEM. FOR UNDER-PINNED PARTITIONS, USE A MINIMUM OF 5LBS PER SQ FT UNIFORM LATERAL LOAD ON WALL TO CALCULATE TRIBUTARY LOAD TO THE CEILING SYSTEM.

2. FOR AREAS OF THE PROJECT WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING MAY BE EMPLOYED: 1) ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS.

3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8 OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL, OR WHERE A FLOATING CEILING TERMINATES.

4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE.

5. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED.

6. FINISH HVAC DIFFUSERS, DRAPERY/SHADE POCKETS, SPEAKER GRILLES AND OTHER ITEMS LOCATED IN CEILING TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED.

7. LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES INDICATED ON ARCHITECTURAL BACKGROUNDS ARE FOR LOCATIONS PURPOSES ONLY. REFER TO ENGINEERING DRAWINGS FOR FINAL TYPES AND QUANTITIES.

8. UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT AND PIPING PERMITTED TO BE PAINTED PER THE NORTH CAROLINA STATE BUILDING CODE TO BE PAINTED (PT0?)

9. UNLESS NOTED OTHERWISE, ALL EXPOSED DUCTWORK AND ELECTRICAL LIGHTING TO BE CENTERED IN THE SPACE.

REFLECTED CEILING GENERAL NOTES:

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A122MHA

05/03/1917006

REFELECTED CEILING PLAN -GYM LOBBY

51 N

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05/03/19

3/16" = 1'-0" 1(ALTERNATE-1)

REFLECTED CEILING PLAN - GYM LOBBY

CEILING TYPES# DESC.

CL01 2X4 ACOUSTIC CEILING SYSTEMCL03 5/8" GYPSUM SHEATHING ON 3 5/8" MTL STUDSCL04 EXIST. GYP. BD. CLG. PREP. & REPAINT

PLANNORTH

KEYNOTES# DESCRIPTION26 2416 PANELBOARD PER ELECTRICAL28 4717 MASS NOTIFICATION SPEAKERS PER ELECTRICAL

# DESC: DATE

FINISH LEGEND - INTERIOR MATERIALS

FLOOR TRANSITIONS

WALL BASE

FLOORING CEILINGS

NAME: ACOUSTICAL CEILING TILEMATERIAL: WET-FORMED MINERAL FIBERCONSTRUCTION: INSTALL HANGER WIREPER MANUFACTURER'S SPECIFICATIONS.GRID MANUFACTURER: ARMSTRONGGRID SIZE: 15/16"GRID COLOR: WHITEGRID STYLE: PRELUDETILE MANUFACTURER: ARMSTRONGTILE SIZE: 24"X48"TILE COLOR: WHITETILE STYLE: SCHOOL ZONE FINE FISSURED,SQUARE EDGE 1811TILE THICKNESS: 3/4"NOTE: INSTALLATION SHALL BE IN STRICTCOMPLIANCE WITH NC SEISMICREQUIREMENTS

09 51 13 ACOUSTICAL PANEL CEILINGSCL01

MATERIAL: INTERIOR GYPSUM BOARD FORCEILINGS OR SOFFITS.THICKNESS: 5/8"TILE COLOR: SEE FINISH SCHEDULE

09 23 00 GYPSUM BOARD CEILINGGBC01

2'-0"

4'-0

"

MATERIAL: EXISTING. LATH & PLASTERCEILINGS & DUCTSNOTE: PREPARE & RE-PAINT EXISTING LATHAND PLASTER CEILINGS & DUCTWORK.COLOR PT04

09 23 00 EXIST. CLG. PREP & PAINTGBC02

TYPE: LUXURY VINYL TILE PLANKSIZE: 25CM x 1MCOLOR: T.B.D.LOCATION: SEE PLANTILE THICKNESS: OVERALL 4.5MMSTYLE: STUDIO SET

09 65 19 LUXURY VINYL TILELVT01

NAME: 4" RUBBER BASEMANUFACTURER: JOHNSONITE OR EQUALTYPE: TRADITIONAL 4"NUMBER: TBDSIZE: 4"COLOR: 38 PEWTERTHICKNESS: 0.125" TYPICALSTYLE: STRAIGHT ROLLED

09 65 13 RESILIENT WALL BASERB01

THE TYPICAL FLOOR TRANSITION IS FROM LVT TO VCT. PROVIDE RUBBER TRANISITION STRIP. TRANSISTION STRIP COLOR TO BE SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL SELECTRION OF COLOR OPTIONS.

`

TYPICAL FLOOR TRANSITION

NAME: FIELD WALL PAINTMANUFACTURER: SHERWIN WILLIAMSHARMONY OR EQUALNUMBER: CUSTOMCOLOR: BUNC. CO. CREATIVE WHITEFINISH: SEMI-GLOSSLOCATION: REFER TO FINISH PLAN ANDWALL PAINT DETAILSNOTE: PROVIDE ONE COAT OF PRIMERAND 2 COATS OF FINISH PAINT.

09 91 23 INTERIOR PAINTINGPT01

NAME: SAFETY REDMANUFACTURER: SHERWIN WILLIAMS OREQUALNUMBER: B66 R 600/6500-23914COLOR: SAFETY REDFINISH: GLOSSLOCATION: ACCENT COLOR: REFERENCEINTERIOR ELEVATIONS AND DETAILSNOTE: ACCENT AND TRIM- REFER TODRAWINGS


NAME: CEILINGMANUFACTURER: SHERWIN WILLIAMS OREQUALNUMBER: T.B.D.COLOR: COLOR TO BE SELECTEDFINISH: EGGSHELL, UNLESS U.N.OLOCATION: SELECT WALLS AS NOTED. ALLVERTICAL AND HORIZONTAL FACES OF ALLSOFFITS AND GWB CEILINGS, U.O.N.NOTE: PROVIDE ONE COAT OF PRIMERAND 2 COATS OF EGGSHELL PAINT.


NAME: TRICORN BLACKMANUFACTURER: SHERWIN WILLIAMS OREQUALNUMBER: SW6258COLOR: TRICORN BLACKFINISH: GLOSSLOCATION: ACCENT COLOR: REFERENCEINTERIOR ELEVATIONS AND DETAILSNOTE: NOTE: PROVIDE ONE COAT OFPRIMER AND 2 COATS OF FINISH PAINT


PAINTS

FINISH SCHEDULE:

A

FLOOR BASE WALL CEILING

1 A 1

A 2 A 2

WALLBASE

CL## = ACOUSTICAL PANEL CEILING, PT## = PAINT, RB## = RUBBER BASE, RT## = RESILIENT TILE, LVT## = LUXURY VINYL TILE, QT## = QUARTZ TILE, GBC## = GYPSUM BOARD CEILING

FLOOR CEILING

PT01LVT01 CL01RB01

2 GBC01

3 GBC02

B PT02

C PT03

D PT04

* NOTE: PREFERRED ALTERNATE. REFERENCE SPECIFICATIONS

RUBBER COVE BASECOLOR TO BE SELECTED BY ARCHITECT

TYPICAL FIELD PAINT = PT01

8" BLACK PAINTED BAND = PT03

BLACK RED BAND = PT02

4"4'

-4"

8"

HM DOOR FRAME- PAINT BLACK = PT03

CEILING HEIGHTVARIES 10'-8" +/-

CEILING PAINT = PT04

NOTE:USE AS TYPICAL WALL AND DOOR PAINT SCHEME FOR PRICING. FINAL PAINT SCHEME TO BE APPROVED BY OWNER PRIOR TO START.

DURHA M, NC

MHAworks, P.A.

50455

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UNIT

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ORT

H C

ARO

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A 2

8801

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51.5

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05/03/1917006

FINISH LEGEND

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05/03/19

3/8" = 1'-0" 1WALL PAINT- ELEVATION-1

# DESC: DATE

NOTE FOR FLOORCOVERING:THE GENERAL CONTRACTOR SHALL PROVIDE FLOORCOVERING PRICING BASED ON HAVING (2) COLORS IN EACH ROOM. ONE COLOR WILL BE THE "FIELD" COLOR AND THE SECOND COLOR AN "ACCENT COLOR". THE LAYOUT FOR THE FLOOR PATTERN WILL BE PROVIDED BY THE ARCHITECT.

FINISH SCHEDULE:

A


1 A 1

A 2 A 2

WALLBASE


FLOOR CEILING

PT01LVT01 CL01RB01

2 GBC01

3 GBC02

B PT02

C PT03

D PT04















DRAWING REFERENCES:

A401

5

6

A402 4A401

4

2A302

1A300

A402

1 A401 3

1A A 3

ROBOTICS3

1A A 3

CTE1

(E) DATA6

2A A 4

CLOSET2

1A A 1

TOILET RM.4

EQ EQ

CL

CL

CL

39'-4"

12 4000.01

12 4000.02

27 4100.02

27 4100.02

10 5613

12 4000.03

2A A 2

ELEC. CLOS.5

1'-3

"

A4022

08 3323.A01

5

3

10 1116.01

10 1116.0110 1116.01

10 1011.A02 10 1011.A0210 1011.A02 10 1011.A03 10 1011.A03 10 1011.A03

10 1011.A0210 1011.A03 10 1011.A03

CASEWORK BY OWNER

A4304Sim

5'-0

"

10 1116.01

10 1011.A02

10 5613

WALL MOUNTED TV- BY OWNERPROVIDE WOOD BLOCKING IN WALL FOR TV MOUNT. PROVIDE POWER AND DATA AT 4'-10" A.F.F.

REF.

SHE

ET 1

/A13

2

REF.

SHE

ET 1

/A13

2

1'-6

"

1A301

(8') (8') (8') (8')

(8')(8')(8')(8')(8')(8')

MOUNTING HEIGHT FOR MOUNTING RAILS AND TACK STRIPS TO BE DETERMINED VERIFY WITH ARCHITECT PRIOR TO INSTALLATION

F.E. CABINETSEMI-RECESSED

10 1011.A04

eq.eq.

6'-1"

TYP.

WING WALLS(4) TOTAL- FIELD MOCK UP WITH DATA AND POWER REQUIRED FOR APPROVAL

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EINTERIO

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PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

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ASH

EVIL

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ORT

H C

ARO

LIN

A 2

8801

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28.2

51.5

550

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A131MHA

05/03/1917006

ENLARGED FF+E PLAN - CTE

51 N

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05/03/19

KEYNOTES# DESCRIPTION08 3323.A01 INSULATED OVERHEAD COILING DOOR10 1011.A02 MOUNTING RAIL10 1011.A03 TACK STRIP10 1011.A04 TOUCH SCREEN TV- BY OWNER10 1116.01 MARKERBOARD10 5613 METAL STORAGE SHELVING BY OWNER12 4000.01 STUDENT CHAIRS BY OWNER12 4000.02 STUDENT TABLES BY OWNER12 4000.03 TEACHER STATION BY OWNER27 4100.02 COMPUTER MONITOR BY OWNER; PROVIDE

ELECTRICAL AND DATA CONNECTIONS

1/4" = 1'-0" 1(BASE BID) ENLARGED FF+E PLAN - CTEPLANNORTH

# DESC: DATE

A4032

A403

1

A403

4

A403 3

4'-0

"6'

-0"

6'-0

"

CL

CL

1A A 3

ART7

1A A 1

SUPPLIES8

1A A 1

TOILET RM.9

12 4000.0212 4000.01

12 4000.03

11 5000.01

10 5613

11 5000.02

1'-3

"4'

-9 3

/8"

1'-6

"C LRE

F. S

HEET

1/A

131

REF.

SHE

ET 1

/A13

1

CL

A4304Sim6'

-0"

10 1011.A04 10 1116.01(8')

C L

FINISH SCHEDULE:

A


1 A 1

A 2 A 2

WALLBASE


FLOOR CEILING

PT01LVT01 CL01RB01

2 GBC01

3 GBC02

B PT02

C PT03

D PT04















DRAWING REFERENCES:

DURHA M, NC

MHAworks, P.A.

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PHASE:

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UNIT

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ORT

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A 2

8801

p 8

28.2

51.5

550

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A132MHA

05/03/1917006

ENLARGED FF+E PLAN - ART

51 N

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05/03/19

1/4" = 1'-0" 1(BASE BID) ENLARGED FF+E PLAN - ART

KEYNOTES# DESCRIPTION10 1011.A04 TOUCH SCREEN TV- BY OWNER10 1116.01 MARKERBOARD10 5613 METAL STORAGE SHELVING BY OWNER11 5000.01 SLAB ROLLER BY OWNER11 5000.02 POTTERY WHEEL BY OWNER; PROVIDE ELECTRICAL

OUTLETS12 4000.01 STUDENT CHAIRS BY OWNER12 4000.02 STUDENT TABLES BY OWNER12 4000.03 TEACHER STATION BY OWNER

PLANNORTH

# DESC: DATE

.

FINISH SCHEDULE:

A


1 A 1

A 2 A 2

WALLBASE


FLOOR CEILING

PT01LVT01 CL01RB01

2 GBC01

3 GBC02

B PT02

C PT03

D PT04


A4008

9

7

1A A 1

LOBBY10

1A A 1

CONCESSIONS13

A400

10

SL01

SL01

SL01

SL02 SL02SL02

SL02SL02SL02

EQ EQ

EQEQ

1'-4

1/4

"2'

-2 3

/4"

CL

V.I.F.16'-0"

V.I.

F .

58'-5

"

3'-3 3

/8"

3'-3 3/8"

11 4683

11 4113

REFERENCE DETAIL 2/A133


EQEQ

EQEQ

A400 11

A130 1Sim

1Sim

1Sim

1Sim

A130 1Sim

1Sim

1Sim

1Sim

CL

CL

CL

NOTE:LVT- SL02 PROVIDES ACCENT PATTERN FOR PRICING. THE FINAL LVT PATTERN TO BE CONFIRMED BY THE ARCHITECT DURING THE FLOORCOVERING SUBMITTAL PROCESS.

A400

2

1

3A300

1A A 1

BOY'S TOILET11

SL01

5'-1 1/2" 3'-2" 2'-7" 2'-7"

EQ EQ EQ EQ EQ EQ

6'-1

0 3/

4"

CL

CLCLCLCLCL

2'-4" 2'-4" 1'-3"

CLCL

5'-0

"

3

V.I.F.

V.I.

F.

CL

CL

10 2800.D01

V.I.F.16'-0"

V.I.

F .

15'-7

1/4

"


10 4413.A02

22 1319.13

1'-6"EQ EQ

3A300

1A A 1

GIRL'S TOILET12

SL01

EQ EQ EQ

CLCLCL

CL5'-9 1/2"

CL CL CL

2'-2" 2'-4" 1'-3"CLCL

5'-4

3/4

"

CL

5'-0

"

A400 6

4

5

REFERENCE DETAIL 3/A13310 4413.A02

10 2800.D01

22 1319.13

EQ. EQ. EQ. EQ.1'-6" EQ. EQ.














DRAWING REFERENCES:

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PHASE:

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A 2

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A133MHA

05/03/1917006

ENLARGED FF+E - GYMLOBBY

51 N

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05/03/19

1/4" = 1'-0" 3(ALTERNATE-1) ENLARGED PLAN - GYM LOBBY

1/4" = 1'-0" 1( ALTERNATE-1) ENLARGED PLANGYM LOBBY - BOY'S RESTROOM

1/4" = 1'-0" 2(ALTERNATE-1) ENLARGED PLANGYM LOBBY - GIRLS RESTROOM

PLANNORTHPLANNORTH

PLANNORTH

KEYNOTES# DESCRIPTION10 2800.D01 BABY CHANGING STATION10 4413.A02 SEMI-RECESSED FIRE EXTINGUISER CABINET11 4113 REFRIGERATOR BY OWNER; PROVIDE

ELECTRICAL AND CONDENSATE LINES11 4683 FUTURE ICE MACHINE BY OWNER; PROVIDE

ELECTRICAL OUTLET, CONDENSATE LINES ANDFLOOR SINK

22 1319.13 NEW FLOOR DRAIN PER PLUMBING

# DESC: DATE

EXISTING STEEL JOISTSEXISTING LATH AND PLASTER CEILING

NEW SUSPENDED LIGHT FIXTURES. ADJUST LOCATION AS REQ'D. TO COORDINATE WITH THE OVERHEAD DOOR ASSEMBLY

NOTE:OVERHEAD DOOR MODEL 521 OR APPROVED EQUAL. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH PROPOSED ATTACHMENT TO EXISTING STRUCTURE FOR REVIEW AND APPROVAL BY THE ARCHITECT PRIOR TO INSTALLATION.

(2) 1 1/2" x 1 1/2" STL. ANGLES WELDED TO EXIST BAR JOIST EA. END.

1 1/2" x 1 1/2" STL. TUBE WELDED TO NEW ANGLES ABOVE

ATTACHMENT TO VERT STEEL TUBES TO BE IN FULL COMPLIANCE WITH THE OVERHEAD DOOR MANUFACTURER'S REQUIREMENTS

PROVIDE KNOCK OUT BOND BEAM W/ (1) #4 BAR CONT. EXTEND BOND BEAM AND REBAR 8" PAST EACH SIDE OF OPENING.

RESTORE LATH AND PLASTER CEILING AFTER INSTALLATION OF OVERHEAD DOOR. REFER TO DETAILS ON SHEET A301

RESTORE LATH AND PLASTER CEILING AFTER INSTALLATION OF NEW WALL. REFER TO DETAILS ON SHEET A301

A3013SIM.

A3013

06 6000.A01

09 2216.A03

06 1600.A03

04 2000.A01A

ALIGN WITH EXISTING WINDOW SILL

EXIS

TIN

G W

IND

OW

ASS

EMBL

Y

2'-8

" +/-

+/- (V.I.F.) ALIGN TO TOP OF EXIST. WINDOW

EXIST. WALL

10'-4"

09 5113

PLUMBINGCHASE

04 4313.13.B01

DRILL AND EPOXY ANCHORS- TYP.

ADD L1-1/2" X A1-1/2" BRACE W/ 1/8" FILLET WELD ALL AROUND EA. END

EXISTING STRUCTURE 1'-6"

2'-0

3/4

"

OVERHEAD DOOR RAILS

L2 X 2 ANGLE LEGS FOR WELD ATTACHMENT IF TUBE USED

TUBE STEEL HANGER, PROVIDED BY DOOR MANUFACTURER

EXISTING RATED CEILING

DURHA M, NC

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ARCHITECTUR

EINTERIO

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PHASE:

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ING

TON

AV

ENUE

UNIT

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LE, N

ORT

H C

ARO

LIN

A 2

8801

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28.2

51.5

550

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A300MHA

05/03/1917006

SECTIONS AND DETAILS

51 N

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8780

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05/03/19

3/4" = 1'-0" 1DETAIL AT OVERHEAD DOOR

1 1/2" = 1'-0" 3DETAIL AT SILL

1 1/2" = 1'-0" 2OVERHEAD DOOR SUPPORT

KEYNOTES# DESCRIPTION04 2000.A01A 8" X 4" X 16" CONCRETE MASONRY UNIT04 4313.13.B01 ADJUSTABLE VENEER ANCHOR06 1600.A03 3/4" FIRE-RETARDANT-TREATED PLYWOOD

SHEATHING06 6000.A01 3/4" SOLID SURFACE TRIM09 2216.A03 3 5/8" METAL STUD FRAMING09 5113 ACOUSTICAL PANEL CEILINGS

# DESC: DATE

16" 16" 3"

42"

35"

(2) #12 TEK SCREWS

3" DEEP TRACK

STUD TO TRACK ELEVATION DETAIL

ELEVATION DETAIL

14 GA TRACK

DOUBLE 18 GA STUD @ 16" O.C.

14 GA TRACK

TRACK PLAN DETAIL

6"

1/2"

5"1/

2"

1/2" 3 1/2"

AT EACH DBL STUD LOCATION PROVIDE (4) 1/4" DIA. SIMPSON TITEN HD SCREW (EMBED 1-5/8")

SEE TRACK PLAN DETAIL

ADJUSTABLE HEIGHT TABLES, BY OWNER

ADJUSTABLE HEIGHT CHAIRS, BY OWNER

STUB WALL REQUIRES HOSTING THROUGH FLOOR POWER FEED. THE EXISTING CONCRETE SLAB TO BE SAWCUT AND RESTORED AFTER INSTALLATION OF CONDUIT PROVIDING POWER AND DATA TO STUB WALLS.

MULTI-MEDIA POWER OUTLET, COORDINATE

LOCATION AND TYPE WITH OWNER

ADJUSTABLE HEIGHT MONITOR,MOUNTING HARDWARE AND

INSTALLATION SHALL BE SELECTED IN THE SHOP DRAWING PHASE AND

COORDINATED WITH OWNER

SEE 2/A301 FOR STRUCTURAL DETAIL &6/G200 FOR MATERIALS

42"

2'-6

"3'-0

"

F.F.E.

IMPORTANT:THE G.C SHALL MOCK-UP (1) STUB WALL FOR THE ARCHITECT AND OWNER'S REVIEW PRIOR TO CONSTRUCTING THE OTHER WALLS. MINOR ADJUSTMENTS MAY BE REQUIRED BEFORE PROCEEDING THE THE REMAINING WALLS.

A5

05 1200.A05.B

CONT. 1/2" FILLET WELD

04 2000.A02

04 2000.A03

04 2000.A03

EXISTING BAR JOISTS

WELDED BETWEEN JOISTS

REFERENCE DETAIL 4/A301FOR ADDITIONAL INFORMATION

05 4000.A02 @16" O/C

05 4000.B02CONT. EA. END OF JOISTS

EXIST. LATH AND PLASTER

EXIST. LATH AND PLASTER LATH & PLASTER

VERIFY DIM. IN FIELDLATH AND PLASTER

VERIFY DIM. IN FIELD

BENT PLATE EA. SIDE1/4"x3"x8" LLV BENT PLATE W/ VERTICAL SLOTTED HOLE 7/8" X 3" LONG CENTED ON BOLT LOCATION

THRU-BOLT, 5/8" @ 32" O/CROCK WOOL- 1" MIN.

1/8" FILLET WELDS BOTH SIDES OF ANGLES- TYP.



RESTORE AFTER INSTALLATION OF ANGLES AND WALL ASSEMBLY

BENT PLATE EA. SIDE1/4"x3"x8" LLV BENT PLATE W/ VERTICAL SLOTTED HOLE 7/8" X 3" LONG CENTED ON BOLT LOCATION

THRU-BOLT, 5/8" @ 32" O/C

04 2000.A02

04 2000.A03

04 2000.A03

3"

#4 BAR CONTINUOUS EXTEND BOND BEAM 8" PAST EACH SIDE OF OPENING

#4 BARS @ 48" O.C. GROUT ALL REINFORCED CELLS

09 2200.A00

.

ROCK WOOL- 1" MIN.

1/8" FILLET WELDS BOTH SIDES OF ANGLES- TYP.

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1" = 1'-0" 2KNEE WALL DETAILS3/4" = 1'-0" 1SECTION @ KNEE WALL

1 1/2" = 1'-0" 3TOP OF WALL DETAIL AT STEEL ANGLES

PERPENDICULAR TO STL. JOISTS1 1/2" = 1'-0" 4

TOP OF WALL DETAIL AT STEEL ANGLESPARALLEL TO STL. JOISTS

KEYNOTES# DESCRIPTION04 2000.A02 CONTINUOUS CMU BOND BEAM04 2000.A03 CONCRETE MASONRY UNIT - SOLID FILLED05 1200.A05.B STRUCTURAL STEEL ANGLE05 4000.A02 3 5/8" METAL STUD FRAMING05 4000.B02 3 5/8" METAL RUNNER CHANNEL09 2200.A00 LATH AND PLASTER

# DESC: DATE

2'-10 1/2"

1 1/2"12"

THERMALLY BROKEN

EXISTING CMU AND BRICK EXTERIOR WALL

EXIST. OPENING 7'-4" +/- V.I.F.

05 4000.A02 -16 GAGE / 16" O.C.

06 1600.A02

3 5/

8"5

1/2"

07 9200.A01

05 4000.A0205 4000.A0205 4000.A02

07 6200.E01

06 1600.A02

BRONZE ANODIZED ALUM. FASCIA

07 4113

07 1326.A01

07 6200

07 620007 6200

5/8"

07 6200

1 1/2"

07 6200

SAWCUT BRICK JOINT AND GROUT IN, 1 1/2" EMBED

4"

BRONZE ANODIZED ALUM.

(4) #10 SELF-TAPPING TEK SCREWS (TYP 4 PLACES)

07 6200.D01

NOTE:CAP ONE END OF THE GUTTER AND EXTEND OPPOSITE OPEN END 1 1/2" BEYOND EDGE OF ROOF

EXISTING CMU AND BRICK VENEER WALL

A3021

F.F.E.

EXTERIOR EDGE OF BRICK AND CMU FACE (TYP.)

(2) #10 SELF TAPPING TEK SCREWS AT EA. SIDE OF WALL TRACK TO CHORD CONNECTION (TYP)

11 1

/4" -

12"

EXTEND TOP AND BOTTOM CHORD OF CANOPY 1 1/2" INTO TRACK MOUNTED TO WALL (TYP.)

3 5/8" 16 GAGE TOP CHORD FOR ROOF

3 5/8" x 1 1/2" LEG 16 GAGE CONT TRACK AT BOTTOM (FRONT AND BACK- TYP)

ONE #10 TEK SCREW (TYP.)

TRIM TOP OF TRACK FOR SLOPE

EXTEND VERTICAL CHORD 1 1/2" FOR TRACK (TYP.)

GAGE BOTTOM CHORD

3 5/8" 16 GAGE TRACK (TYP.)

ATTACH "TRUSSES" TO TRACK WITH TWO (2) #10 TEK SCREWS THROUGH EACH LEG OF TRACK (TYP.).

EXTERIOR EDGE OF BRICK AND CMU FACE (TYP.)

LEGS MAY BE BENT TO ACCEPT ANGLE FOR TOP CHORD (1.5:12 SLOPE)

(2) #10 SELF TAPPING TEK SCREWS (TYP CONNECTION) FROM TRACK TO TOP AND BOTTOM CANOPY MEMBERS

11 1

/4" -

12"

(2) 1/4" x 6" TAP-CONS AT TOP TRACK (MIN. 1 1./2" EMBED THRU BRICK INTO CMU) TYPICAL AT TOP AND BOTTOM TRACK

3 5/8" 16 GAGE TRACK (TYP. TOP AND BOTTOM)

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05/03/19

1 1/2" = 1'-0" 1DOOR CANOPY SECTION3/4" = 1'-0" 2DETAIL AT CANOPY

1 1/2" = 1'-0" 3CANOPY DETAILS

KEYNOTES# DESCRIPTION05 4000.A02 3 5/8" METAL STUD FRAMING06 1600.A02 5/8" FIRE-RETARDANT-TREATED PLYWOOD

SHEATHING07 1326.A01 SELF ADHERING SHEET WATERPROOFING07 4113 STANDING SEAM SHEET METAL ROOF PANELS07 6200 SHEET METAL FLASHING AND TRIM07 6200.D01 PREFINISHED SINGLE EXTRUSION GUTTER07 6200.E01 PERFORATED METAL SOFFIT PANEL07 9200.A01 BACKER ROD W/ SEALANT

1 1/2" = 1'-0" 4CANOPY CONNECTION TO EXIST. WALL

# DESC: DATE

10 2113.17

5'-4

"1'

-0"

10 2800.D01

3'-6

"

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

1'-8

"

1'-8

"

3'-3" 3'-0"

2'-1

0"3'-4

" 4'-0

"

10 2800.A12

SOAP DISPENSER BY OWNER / INSTALLED BY G.C.

PAPER TOWEL DISPENSER BY OWNER / INSTALLED BY G.C.

09 6513.A01

10 2825

1'-6" 10" 1'-6" 10" 1'-6"

08 3323.A02

4'-0"08 3323.A02

10 2800.A12

SOAP DISPENSER BY OWNER/INSTALLED BY G.C.

09 6513.A01

1'-8"

4'-0

"

PAPER TOWEL DISPENSER BY OWNER/INSTALLED BY G.C.

10 2825

2'-1

0" 3'-4

"

48" M

AX

(HA

ND

LE)

34" M

AX

A.F

.F. (

BED

)

10 2800.D01

2'-1

0"

10 2825

09 6513.A01

10 2113.17

10 2113.17

1'-0

"6'

-0"

1'-0

"6'

-0"

10 2800.C03

10 2800.C02

10 2800.C01

48" M

AX

(HA

ND

LE)

2'-9

7/8

"

34" M

AX

A.F

.F. (

BED

)

10 2800.D0110 2113.17

1'-0

"6'

-0"

LEGEND:

MILLWORK NOT IN SCOPE OF WORK

EQUIPMENT AND FIXTURES NOT IN SCOPE OF WORK

36" M

AX.

38"-4

3"

SEE PLAN

EQ. EQ.22 4713

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INTERIOR LOBBY (ALT-1)ELEVATIONS

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KEYNOTES# DESCRIPTION08 3323.A02 OVERHEAD COILING COUNTER DOOR PER

SCHEDULE09 6513.A01 4" RESILIENT BASE - REFER TO ROOM FINISH

SCHEDULE10 2113.17 PHENOLIC TOILET COMPARTMENTS10 2800.A12 MIRROR UNIT102800.C01

36" GRAB BAR

102800.C02

42" GRAB BAR

102800.C03

18" GRAB BAR

10 2800.D01 BABY CHANGING STATION10 2825 SCALD PROTECTIVE PIPE COVERING22 4713 HIGH LOW DRINKING FOUNTAIN

3/8" = 1'-0" 2ELEVATION BOYS TOILET 2

3/8" = 1'-0" 7ELEVATION CONCESSIONS 13/8" = 1'-0" 8ELEVATION CONCESSIONS 2


3/8" = 1'-0" 10ELEVATION CONCESSIONS 43/8" = 1'-0" 9ELEVATION CONCESSIONS 3

3/8" = 1'-0" 4ELEVATION GIRLS TOILET 1


3/8" = 1'-0" 5ELEVATION GIRLS TOILET 23/8" = 1'-0" 6ELEVATION GIRLS TOILET 3

3/8" = 1'-0" 11ELEVATION DRINKING FOUNTAINS

# DESC: DATE

1A300

26 5100.D01

08 3323.A01

10 4413.A023'-2"

3'-8

"3'

-4"

H.M. WINDOW

1A300

.

RESTORE LATH AND PLASTER CEILING AFTER INSTALLATION OF OVERHEAD DOOR AND WALL SUPPORT STRUCTURE

3

A430

06 4023.A04

06 4023.C02

06 4116

06 4116

08 1113 01

SIM.NO WALL CABS

2'-1

0"

2'-1

0"

10 1116.0110 1116.01

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

8'x4'4'x4'

TOUCH SCREEN MONITOR BY OWNER

4'-1

0" POWER & DATA

3'-8

"

CASEWORK BY OWNER

06 4023.A04

1'-4

"

1'-4

"

4'x4'10 1116.01

2'-8"

EXISTING COLUMN

NEW SHOP SINKREFER TO PLUMBING

1 1/2" 2'-9"

(4) TOTAL, PROVIDE FILLER STRIP AND BLOCKING AS REQUIRED FOR ATTACHMENT

06 4023.A0406 4023.C02 5'-8"2'-11"2'-11"

3'-8

"

3'-0"2'-11"2'-11"2'-11"1'-3"1 1/4"

(3) ROWS OF 12" WIDE ADJUSTABLE SHELVES TYP.FOR OPEN UPPER CABINETS

12" DEEP WALL CABINETS13'-1 1/4"

3'-0

"2'

-6"

06 4023.C02

25" DEEP

3

A430

2'-6" 2'-6"2" 2"

(2) ROWS OF 16" DEEP FIXED SHELVES TYP. FOR OPEN BASE CABINETS

1'-6

"

2'-1

0"

3'-1" CLEAR

06 4023.A04

06 4023.C0206 4023.C02

25" DEEP COUNTERTOP3'-5"

25" DEEP COUNTERTOP9'-8 1/4"

OPEN














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CASEWORK - CTE

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05/03/19

3/8" = 1'-0" 3CASEWORK ELEVATION - CTE 3




GENERAL NOTES:PROVIDE BLOCKING AT EQUIPMENT MOUNTED ON GYPSUM BOARD WALLS

KEYNOTES# DESCRIPTION06 4023.A04 PHENOLIC VENEER COUNTERTOP06 4023.C02 CONCEALED BRACKET06 4116 PLASTIC LAMINATE CLAD ARCHITECTURAL

CABINETS08 1113 01 HOLLOW METAL WINDOW PER SPECS08 3323.A01 INSULATED OVERHEAD COILING DOOR10 1116.01 MARKERBOARD10 4413.A02 SEMI-RECESSED FIRE EXTINGUISER CABINET26 5100.D01 PENDANT LIGHT FIXTURE - REFER TO ELECTRICAL

DRAWINGS

# DESC: DATE

4'-0"4'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-10 3/8"

OUT

LET

CTR

.3'

-2"

2'-11 1/2"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-11"

06 4023.C02

OPEN

OPEN

24" DEPTH9'-3"

1 1/2" END. PNL.1 1 /2" FILLER

2'-6

"

W/

BOTT

OM

OF

WIN

DO

WW

ALL

FUR

RIN

G T

O A

LIG

N

06 4023.A03 06 4023.A03

24" DEPTH23'-11 1/2"

BY OWNERTEACHER STA.

06 4023.C025

A430

5'-10 1/2"

9'-3"

26 5100.D01

H.M. WINDOW

POWER AND DATA TO TV. (SUPPLIED BY OWNER) REFER TO ELECTRICAL DRAWINGS

06 4023.A03

06 6000.A01

END PANELS(BEYOND)

BLOCKING TYP. AT MONITORS

3'-4

"4'

-0"

4'-0" 4'-0"

8'-0"

TV AND WALL MOUNT BY OWNER. G.C. SHALL PROVIDE REQUIRED WALL BLOCKING

8'-6

"

CABINETS BY OWNER














DRAWING REFERENCES:

2'-3 3/8"

PAPE

R TO

WEL

AC

CES

S48

" MA

X. T

O

PAPER TOWEL & SOAP DISPENSERS PROVIDED BY OWNER/INSTALLED BY GC

10 2825

09 6513.A01

10 2800.A1218"X36"

09 6513.A01

10 2800.C01

10 2825

10 2800.C02

10 2800.C03

PAPER TOWEL & SOAP DISPENSERS PROVIDED BY OWNER/INSTALLED BY GC

10 2800.C03

10 2800.C02

10 2800.C01

09 6513.A01

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05/03/19



KEYNOTES# DESCRIPTION06 4023.A03 LAMINATE VENEER WOOD PANEL06 4023.C02 CONCEALED BRACKET06 6000.A01 3/4" SOLID SURFACE TRIM09 6513.A01 4" RESILIENT BASE - REFER TO ROOM FINISH

SCHEDULE10 2800.A12 MIRROR UNIT10 2800.C01 36" GRAB BAR10 2800.C02 42" GRAB BAR10 2800.C03 18" GRAB BAR10 2825 SCALD PROTECTIVE PIPE COVERING26 5100.D01 PENDANT LIGHT FIXTURE - REFER TO ELECTRICAL

DRAWINGS

3/8" = 1'-0" 3ELEVATION TOILETS 4 & 93/8" = 1'-0" 4ELEVATION TOILETS 4 & 9

3/8" = 1'-0" 5ELEVATION TOILETS 4 & 9

# DESC: DATE

10'-4"

8'-6

"

AREA TO BE FILLED IN,REFERENCE SECTIONS

6'-4"

7'-0

"


7'-0

"

3'-0"


TV BY OWNER

5'-0

"

2'-1

0"

8'x4'10 1116.01

POWER & DATA

06 6000.A01

BY OWNERTEACHER STA.

1'-6

"

11'-2"

A4306

1'-0

"

ALIGN WITH EXIST. WINDOW SILL

06 6000.A01

11 5000.02

PLUM

B. C

HASE

06 4023.A04

06 4116

06 4116

TYPICAL

LIGHT FIXTURE HEIGHT TO BE DETERMINED DURING SUBMITTAL REVIEW- TYP.

.

5'-4" 3'-8" 3'-8" 3'-8" 3'-6" 3'-8" 3'-8" 3'-8" 5'-8"

open knee

space

1A301

12" DEEP WALL CABINETS / (3) ADJ. SHELVES- TYP.20'-0"

2'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 2'-0"

2'-0" 2'-0" 4'-0" 2'-0" 4'-0" 4'-0" 2'-0"

30" COUNTERTOP / PHENOLIC20'-0"

OPEN

OPEN

OPEN

OPEN

2'-6

"

OF

SIN

K2'

-10"

TO

P

06 4023.A04W/ 4" SPLASH W/ 6 1/2" SPLASH

06 4023.A0406 4116.A0006 4116.A00 06 411606 4116.A00

REFER TO 5/A430 FOR SHELF DETAILING

1'-6" MIN.

2

A430

1

A430

1

A430

SIM.

POSTER BOARD STORAGE UNITS BY OWNER3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6"

BY OWNERTEACHER STATION

21'-0"

3'-8

"

3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 9'-9"

NEW OUTLETS / COORD. WITH ELECTRICAL

06 4023.A04

5'-4"

06 4116

6

A430

6

A430

1'-0

"














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CASEWORK - ART

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05/03/19

3/8" = 1'-0" 4CASEWORK ELEVATION - ART 4

3/8" = 1'-0" 1CASEWORK ELEVATION - ART 1

3/8" = 1'-0" 2CASEWORK ELEVATION - ART 23/8" = 1'-0" 3CASEWORK ELEVATION - ART 3

KEYNOTES# DESCRIPTION06 4023.A04 PHENOLIC VENEER COUNTERTOP06 4116 PLASTIC LAMINATE CLAD ARCHITECTURAL

CABINETS06 4116.A0006 6000.A01 3/4" SOLID SURFACE TRIM10 1116.01 MARKERBOARD11 5000.02 POTTERY WHEEL BY OWNER; PROVIDE

ELECTRICAL OUTLETS

# DESC: DATE

FIXED 16" DEEP SHELVES WITH PLAS. LAM.AND 3MM PVC EDGING

3'-0

"06 4116

09 6513.A01

06 4023.C02

06 4023.A04

2'-1"

2'-6

"

DOOR PULL

06 4116

AT SUPPORT STILES 9 1/

2"9

1/2"

9 1/

2"



SUPPORT STILE AT BRACKETS- TYP

1'-4"

2'-0

"4'

-0"

8"

6'-0

"

SECTION ELEVATION

2'-0

"4'

-0"

6'-0

"

VERIFY DISTANCE ON PLAN

2'-0" 2'-0" 2'-0"

6"

EQ EQ EQ EQ EQ EQ EQ EQ EQ

6"

SHELF; 8" DEEP, MATERIAL AND TYPE TO BE SELECTED BY OWNER

METAL BRACKET, TYPE TO BE SELECTED BY OWNER

BRACKET ATTACHMENT CONNECTION, VERIFY WITH OWNER

DOUBLE HOOK MOUNTED ON WALL

HOOK, TYPICAL

METAL BRACKET, TYPE TO BE SELECTED BY OWNER

NOTE:ADD CLOSURE PANEL(S) AT ENDS NOT ABUTTING WALL

EXIS

TING

WIN

DO

W- V

ERIF

Y H

T. IN

FIE

LD4'

-2"+

/- A

LIG

N W

ITH B

OTT

OM

OF

36" C

LEA

R

06 411606 4116

3'-0"

10"

10"

11 1/4"

EXISTING STOREFRONT WINDOW

CLERESTORY WINDOW

06 4000

06 4000

.

ATTACHMENT OF BRACKETS (1 PER VERTICAL MULLION) TO BE IN COMPLIANCE WITH THE STOREFRONT MFR'S REQUIREMENTS. SUBMIT ATTACKMENT DETAIL TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

06 4023.C02

1 7/

8"

1 7/

8"

DOOR AND DRAWER PULLS WITH LOCKING HARDWARE

SHELF WITH PLAS. LAM.AND 3MM PVC EDGING

2'-1

0"06 4116

09 6513.A01

06 4023.A04

2'-0"

2'-6

"

DOOR PULL

PLUM

BIN

G C

HASE

4" BACKSPLASH

06 4116

DOOR AND DRAWER PULLS WITH LOCKING HARDWARE

1'-0"

REMOVABLE SERVICE PANEL

1'-6

"2"

5"

1'-0"8 1/2"9"

2'-1

"4"

BLOCKING AS REQ'D,TYP.

FAUCET- REFER TO PLUMBING DRAWINGS

BASE9" M

IN.

8" MIN.

27" M

IN.

34" M

AX.

11" MIN.

NOTE: PROVIDE PLASTER / CLAY TRAP WITH OFFSET. LOCATE TRAP BUCKET IN ADJACENT CABINET.

DURHA M, NC

MHAworks, P.A.

50455

Registered


No r t h Caro lina

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tered Architect

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ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

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ENV

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SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

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A430JBT

05/03/1917006

CASEWORK SECTIONS

51 N

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05/03/19

1" = 1'-0" 3CASEWORK SECTION

1" = 1'-0" 4CASEWORK SECTION1" = 1'-0" 5CASEWORK SECTION

1 1/2" = 1'-0" 6DETAIL AT WINDOW SHELF

1" = 1'-0" 1CASEWORK SECTION

KEYNOTES# DESCRIPTION06 4000 ARCHITECTURAL WOODWORK06 4023.A04 PHENOLIC VENEER COUNTERTOP06 4023.C02 CONCEALED BRACKET06 4116 PLASTIC LAMINATE CLAD ARCHITECTURAL

CABINETS09 6513.A01 4" RESILIENT BASE - REFER TO ROOM FINISH

SCHEDULE

1" = 1'-0" 2CASEWORK SECTIONACCESSIBLE CLAY SINK CABINET BASE CABINET / SINK BASE SIMILAR

# DESC: DATE

AS SCHEDULED 2"2"

SEE

DET

AIL

AS

SCH

EDUL

ED

TYPE 1

DOOR TYPE 'A' DOOR TYPE 'B'

FRAME TYPES:

PANEL TYPES:

AS SCHEDULED

AS

SCH

EDUL

ED

3'-2

"8"

MIN

. T

DOOR TYPE 'D'

AS SCHEDULED

AS

SCH

EDUL

ED

3'-2

"

DOOR TYPE 'C'

EQ EQAS SCHEDULED

3'-2

"8"

MIN

.A

S SC

HED

ULED TT

6" 3'-0"

(NOT USED)

REMOVABLE/LOCKING ASTRAGAL

AS SCHEDULED 2"2"

SEE

DET

AIL

AS

SCH

EDUL

ED

TYPE 1A: THERMALLY BROKEN / GALVANIZED

NOTE:PROVIDE AND INSTALL STAINLESS STEEL PROTECTION PLATES FOR THE PUSH SIDE OF THE FOLLOWING SINGLE DOORS:3a, 3b, 7b& 8aPAIR DOORS:2a & 3bPROTECTION PLATE DIMENSIONS:FULL WIDTH OF DOOR / HEIGHT FROM FIN. FL. TO BOTTOM OF DOOR LATCH- TYP.

GENERAL DOOR INFORMATION:

THE INFORMATION BELOW APPLIES TO ALL NON-RATED INTERIOR DOOR PANELS AND HARDWARE UNLESS NOTED OTHERWISE IN DOOR SCHEDULE OR DOOR PANEL ELEVATIONS. ALTERNATES TO THE BASIS OF DESIGN TO BE REVIEWED WITH ARCHITECT PRIOR TO THE FINAL SELECTION.

INTERIOR DOOR PANEL AND FRAME BOD:

- DOOR PANELS: STAINED WOOD - 1 3/4" THICK. - MATERIAL: WOOD- FINISH: FINISH TO MATCH EXISTING INTERIOR DOORS

- DOOR FRAME + CASING: HOLLOW METAL- MATERIAL: STEEL- FINISH: PAINT

INTERIOR DOOR HARDWARE BOD:

REFER TO SPECIFICATIONS

GENERAL NOTES:

CONTRACTOR TO PROVIDE ARCHITECT WITH COMPLETE DOOR SUBMITTAL INDICATING SIZE, TYPE, LOCATION, DOOR HARDWARE INFORMATION, AND FINISHES PRIOR TO PURCHASE. DOOR HARDWARE SETS ARE FOR GENERAL PURPOSES ONLY AND SHOULD BE REVIEWED & SPECIFIED BY A DOOR HARDWARE SPECIALIST.

ELECTRONIC ACCESS AND CONTROLS INDICATED IN DOOR SCHEDULE AND HARDWARE. COORDINATE ACCESS CONTROLS WITH OWNERS EXISTING SECURITY SYSTEMS, AND PREFERRED ACCESS CONTROL VENDOR.

ALL DOOR HANDLES AT MECHANICAL, ELECTRICAL, AND UTILITY ROOMS TO BE KNURLED, AS REQ'D.

ALL EXTERIOR DOORS (NEW AND EXISTING) TO BE WEATHERSEALED. ALL EXISTING DOORS TO REMAIN TO RECIEVE NEW HARDWARE, SEE SCHEDULE.

ACCESS CONTROLLED EGRESS DOORS SHALL COMPLY WITH ALL REQUIREMENTS OF THE 2018 NCSBC. THE DOOR CONTROLS MUST BE COORDINATED WITH FIRE ALARM AND SPRINKLER SYSTEMS FOR FUNCTION DURING EMERGENCY.

AT END OF PROJECT ALL DOORS, EXISTING AND NEW, TO HAVE SAME LOCKING SETS. GC TO COORDINATE WITH OWNER TYPE OF LOCKSET TO BE USED DURING SHOP DRAWING GENERATION. CONTRACTOR TO PROVIDE OWNER WITH KEYSETS AND PLANS INDICATING LOCATION OF EACH KEY OPPERATION.

DOOR HARDWARE INFORMATION














DRAWING REFERENCES:

1

2

3

4

MEDIA CENTER

CAFETERIA

PERFORMING ARTS

ADMINISTRATION / ATHLETICS / OTHER

TO BE DETERMINED

PICTORIAL SYMBOLS - GRAPHIC #3

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EINTERIO

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PHASE:

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UNIT

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DOOR SCHEDULE +HARDWARE

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05/03/191/4" = 1'-0" 1DOOR FRAME + PANEL ELEVATIONS

DOOR & FRAME SCHEDULE

#

SIZE

FRAME TYPE PANEL TYPE FINISH HARDWARE SET FIRE RATING HEAD JAMB SILL

HARDWARE

COMMENTSWID

TH

HEI

GHT

THIC

KNES

S

Thre

shol

d

3 Pa

ir Hi

nges

Leve

r / L

atch

Push

/ P

ull

Clo

ser

Cyl

ind

er L

ock

/ Le

ver

Mor

tise

Lock

/ L

ever

Keye

d D

ead

bolt

Priv

acy

La

tch

/ Le

ver

Exit

Dev

ice

Doo

r Sto

p

Sile

ncer

s

Wea

ther

strip

ping

Prot

ectio

n Pl

ate

s

Sign

age

2a 6'-0" 7'-0" 1 3/4" 1 D 03 X X X3a 3'-0" 7'-0" 1 3/4" 1 A 02 X X X X3b 6'-0" 7'-0" 1 3/4" 1A C 01 X X X X NO SIGNAGE3c 0" 0" 0" 1 BY MFR 06 NO SIGNAGE4a 3'-0" 7'-0" 1 3/4" 1 D 05 7/A811 4/A811 1/A811 X X X X5a 2'-0" 7'-0" 1 3/4" 1 D 04 7/A811 4/A811 1/A811 X X X X7a 3'-0" 7'-0" 1 3/4" 1 D 09 1-HR X X X X7b 3'-6" 7'-0" 1 3/4" 1A A 10 X X X X X X NO SIGNAGE, PROVIDE HOLD OPEN AND FULL WIDTH PROTECTIVE PLATES FROM

FIN. FL. TO UNDERSIDE OF LEVER HARDWARE BOTH SIDES OF DOOR8a 3'-0" 7'-0" 1 3/4" 1 D 04 7/A811 4/A811 1/A811 X X X X9a 3'-0" 7'-0" 1 3/4" 1 D 05 7/A811 4/A811 1/A811 X X X X

11a 3'-0" 7'-0" 1 3/4" 1 D 08 7/A811 4/A811 1/A811 X X X X X12a 3'-0" 7'-0" 1 3/4" 1 D 08 7/A811 4/A811 1/A811 X X X X X13a 3'-4" 7'-0" 1 3/4" 1 D 07 7/A811 4/A811 1/A811 X X X X X13b 4'-6 3/8" 8'-3 7/32" 1/2" BY MFR 06 10/A811 9/A811 - NO SIGNAGE13c 4'-6 3/8" 8'-3 7/32" 1/2" BY MFR 06 10/A811 9/A811 - NO SIGNAGE14a 2'-0" 7'-0" 1 3/4" 1 D 04 7/A811 4/A811 1/A811 X X X X

EX1a 3'-4" 7'-0" 1 3/4" - X EXISTING DOOR TO REMAIN, ADD SIGNAGE ONLY

ROOM IDENTIFICATION SCHEDULE# SIGN TYPE GRAPHIC #1 GRAPHIC #2 NOTES2a 6 TBD SUPPLIES3a 5 TBD ROBOTICS3b NO SIGNAGE3c NO SIGNAGE4a 3 TBD RESTROOM5a 5 TBD ELECTRICAL7a 5 TBD ART7b NO SIGNAGE,

PROVIDE HOLDOPEN AND FULLWIDTH PROTECTIVEPLATES FROM FIN.FL. TO UNDERSIDEOF LEVERHARDWARE BOTHSIDES OF DOOR

8a 5 TBD SUPPLIES9a 3 TBD RESTROOM

11a 3 TBD MEN12a 3 TBD WOMEN13a 5 TBD CONCESSIONS13b NO SIGNAGE13c NO SIGNAGE14a 5 TBD ELECTRICAL

EX1a 5 CTE EXISTING DOOR TOREMAIN, ADDSIGNAGE ONLY

NOTE: GRAPHIC #1 REFERENCES ROOM NUMBER. NUMBER TO BE COORDINATED WITH OWNER ORDURING SHOP DRAWING PHASE.NOTE: GRAPHIC#3 IS NOT BE USED IN THIS SCOPE OF WORK.

6'-8" 8'-0" BY. MFR.

# DESC: DATE

NOTE: REFER TO WALL TYPE FOR OVERALL WALL CONSTRUCTION. WALL SHOWN FOR GRAPHIC PURPOSES ONLY. EXISTING WALL ANCHOR FRAME

6 3/4"

04 2000.A01

07 9200.A01

08 1113.B01

08 1113.A00

3/8"

FAC

E2"

OR

4"

SCHEDULED1 3/4" OR AS

08 1113.B10

08 1113.B01

NOTE: REFER TO WALL TYPE FOR OVERALL WALL CONSTRUCTION. WALL SHOWN FOR GRAPHIC PURPOSES ONLY.

07 9200.A01

04 2000.A04

07 9200.A01

08 1113.A00

EXISTING WALL ANCHOR FRAME

6 3/

4"

3/8" 2"

SCHEDULED1 3/4" OR AS

1/2"

MA

X

08 1113.A00

08 7100.A01

*THRESHOLD TO BE PLACED IN A CONTINUOUS BED OF SEALANT

SCHEDULED1 3/4" OR AS08 1113.A00

*THRESHOLD TO BE PLACED IN A CONTINUOUS BED OF SEALANT

1/2"

MA

X

08 7100.A01

08 7100.B01

BEYONDWALL














DRAWING REFERENCES:

3/4"

S005

S006

S007

S004

04 2000.E12

04 2000.E04

07 2726.B00

05 1200.A05

08 9000.B07 08 9000.B07

07 2726.B00

6"

2"

2 1/2"

S008

04 2000.C01

07 2726.B00

07 2726.B00

07 9200.A01

07 9200.A01

06 1053.A01

3/4"

2 1/

2"6"

S008

S005

08 4113.C05

07 2726.B00

S00904 2000.C01

07 9200.D01

07 2726.B00

08 4113.C05

07 2726.B00

08 4113.C05

07 9200.A01

NOTE: REFER TO WALL TYPE FOR OVERALL WALL CONSTRUCTION. WALL SHOWN FOR GRAPHIC PURPOSES ONLY. EXISTING WALL ANCHOR FRAME

6 3/

4"

04 2000.A01

07 9200.A01

08 1113.B01

08 1113.A00

3/8"

FACE2" OR 4"

SCH

EDUL

ED1

3/4"

OR

AS

08 1113.B10

2"

EXISTING WALL

08 1113.B01

NOTE: REFER TO WALL TYPE FOR OVERALL WALL CONSTRUCTION. WALL SHOWN FOR GRAPHIC PURPOSES ONLY.

07 9200.A01

04 2000.A04

07 9200.A01

08 1113.A00

EXISTING WALL ANCHOR FRAME

6 3/4"

3/8"

2"

04 2000.A01

08 3323.A02

2'-0

"

6"1'

-6"

COUNTER

DURHA M, NC

MHAworks, P.A.

50455

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No r t h Caro lina

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SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PIT

TSBO

RO-A

SHEV

ILLE

works

PLANNING

ARCHITECTUR

EINTERIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

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05/03/1917006

TYPICAL DOOR DETAILS

51 N

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05/03/19

KEYNOTES# DESCRIPTION04 2000.A01 8" X 8" X 16" CONCRETE MASONRY UNIT04 2000.A04 BULLNOSE CONCRETE MASONRY UNIT04 2000.C01 STANDARD BRICK - 3/8" JOINT04 2000.E04 DRIP EDGE04 2000.E12 PLASTIC WEEP VENT @ 24" O.C.05 1200.A05 STRUCTURAL STEEL ANGLE06 1053.A01 TREATED FIRE-RESISTANT WOOD BLOCKING07 2726.B00 TRANSITION FLASHING07 9200.A01 BACKER ROD W/ SEALANT07 9200.D01 CONTINUOUS BEAD OF SEALANT08 1113.A00 SCHEDULED DOOR AND FRAME08 1113.B01 HM DOUBLE RABBIT DOOR FRAME08 1113.B10 HM HOLLOW METAL CASED OPENING08 3323.A02 OVERHEAD COILING COUNTER DOOR PER

SCHEDULE08 4113.C05 ALUM TRIM FLASHING - FINISH TO MATCH S.F.08 7100.A01 ALUMINUM THRESHOLD08 7100.B01 ALUMINUM BOTTOM SWEEP08 9000.B07 ALUMINUM TRIM FLASHING - FINISH TO MATCH

LOUVER

3" = 1'-0" 8DOOR DETAILS

3" = 1'-0" 4DOOR DETAILS3" = 1'-0" 1DOOR DETAILS



3" = 1'-0" 3DOOR DETAILS3" = 1'-0" 5DOOR DETAILS


3" = 1'-0" 9OVERHEAD COUNTER DOOR JAMB

SHEET NOTES - SECTIONS# SHEET NOTES - SECTIONSS000 REFER TO SHEET A800 FOR OPENING PREP INFORMATION.

GC RESPONSIBLE FOR COORDINATING ALL ROUGHOPENINGS PRIOR TO INSTALLATION OF NEW OPENINGINFILL.

S001 SECTION SHEET NOTES002 PROVIDE NEW PRECAST SILLS AT EXISTING OPENINGS.

LENGTHS TO BE LIMITED TO 4'-0". IF JOINTS ARE REQUIRED,JOINTS TO BE CENTERED ON OPENING. PROVIDE SLIPJOINT CONSTRUCTION AROUND PERIMETER OF PRECASTTO ACCOMODATE DIFFERENTIAL MOVEMENT.

S003 NEW SILL PAN FLASHING WITH END DAMS TO BE SET IN ACONTINUOUS BEAD OF SEALANT PRIOR TO THEINSTALLATION OF JAMB FLASHING.

S004 INSTALL BLOCKING AS REQUIRED TO TRUE OPENING ANDPROVIDE NAIL BASE FOR NEW CONSTRUCTIONATTACHEMENT.

S005 TRANSITION FLASHING TO ADHEAR TO EXISTING WEATHERBARRIER IF PRESENT. ALL TRANSITION FLASHING TO BEINSTALLED TO PROMOTE POSITIVE DRAINAGE TOWARDTHE EXTERIOR. TRANSITION FLASHING SPANNING A GAPGREATER THAN 1/2" SHALL BE SUPPORTED WITH ASTAINLESS STEEL SUPPORT FLASHING.

S006 REMOVE AT MINIMUM 3 COURSES OF MASONRY AT HEADOF OPENING TO INSTALL NEW LINTEL, WEEP, ANDTRANSITION FLASHING

S007 NEW GALVANIZED LINTEL TO BE INSTALLED WITH SLIP JOINTCONSTRUCTION TO ALLOW DIFFRENTIAL MOVEMENT.

S008 22 GA ALUMINUM TRIM FLASHING TO MATCH FINISH OFFINAL OPENING INFILL.

S009 REMOVE AT MINIMUM 1 COURSE OF MASONRY AT JAMBTO INSTALL TRANSITION FLASHING.

S103 SEALANT JOINT TO CONNECT TO OPENING TRANSITIONFLASHING TO COMPLETE AIR BARRIER TRANSITION.

# DESC: DATE

(E) DATA6 CLOSET

2

TOILET RM.4

TOILET RM.9

SUPPLIES8

ART7

ROBOTICS3

CTE1

PHONE: 828-251-2025 FAX: 828-251-1933PO BOX 5534 ASHEVILLE, NC 28813

*THIS DRAWING IS THE PROPERTY OF SIMS GROUP CONSULTING ENGINEERS, PC.

IT MAY NOT BE REPRODUCED OR USED IN ANY MANNER WITHOUT PERMISSION.*

sims groupCONSULTING ENGINEERS, PC

www.simsgroupconsultingengineers.com

NC FIRM LICENSE #C-4284

SHEET NUMBER

THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS AREINSTRUMENTS OF SERVICE AND AS SUCH SHALL REMAIN THE

PROPERTY OF THE ARCHITECT. THEY HAVE BEEN PREPARED FOR ASPECIFIC PROJECT AND SHALL NOT BE USED IN CONJUNCTION

WITH ANY OTHER PROJECTS WITHOUT PRIOR WRITTEN PERMISSIONOF THE ARCHITECT. ©-MHAworks 2018

ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

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SHEV

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PHASE:

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UNIT

100

ASH

EVIL

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ARO

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A 2

8801

p 8

28.2

51.5

550

ww

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.com

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# DESC: DATE

P101

ART + CTE PLAN -PLUMBING DWV

AutoCAD SHX Text

P7

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"V

AutoCAD SHX Text

1

AutoCAD SHX Text

ART + CTE PLAN - PLUMBING DWV

AutoCAD SHX Text

P101

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

P7

AutoCAD SHX Text

P7H

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"V

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"V

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"V

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

4"

AutoCAD SHX Text

3"V

AutoCAD SHX Text

CONNECT TO EXISTING WASTE BELOW SLAB AND EXISTING VENT AT STRUCTURE. FIELD VERIFY EXACT LOCATION

AutoCAD SHX Text

2"V

AutoCAD SHX Text

3"V

AutoCAD SHX Text

P1H

AutoCAD SHX Text

P3

AutoCAD SHX Text

P3

AutoCAD SHX Text

P8

AutoCAD SHX Text

WALL CLEANOUT

AutoCAD SHX Text

4"

AutoCAD SHX Text

P1H

AutoCAD SHX Text

SIMS PROJECT #1919

(E) DATA6 CLOSET

2

TOILET RM.4

TOILET RM.9

SUPPLIES8

ART7

ROBOTICS3

CTE1







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

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ILLE

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SBO

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SHEV

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ASH

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# DESC: DATE

P102

ART + CTE PLAN -PLUMBING SUPPLY

AutoCAD SHX Text

1/2" HW & CW CONNECT TO EXISTING PIPING AFC. FIELD VERIFY. TYPICAL FOR 3 SINKS

AutoCAD SHX Text

P7

AutoCAD SHX Text

P7

AutoCAD SHX Text

1

AutoCAD SHX Text

ART + CTE PLAN - PLUMBING SUPPLY

AutoCAD SHX Text

P102

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

P7H

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P1H

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P1H

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P3

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P3

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P8

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1/2" HW & CW

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CONNECT TO EXISTING PIPING AFC.

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FIELD VERIFY.

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1/2" HW & 1 1/4" CW

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FIELD VERIFY.

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1/2" HW & 1 1/4" CW

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FIELD VERIFY.

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SIMS PROJECT #1919

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PITT

SBO

RO-A

SHEV

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MH

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PHASE:

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UNIT

100

ASH

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ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

ww

w.m

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.com

DJS

05/03/1917006

51 N

Bun

com

be S

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C 2

8780

MO

DIF

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TION

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# DESC: DATE

P103

GYM LOBBY PLANS -PLUMBING

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1

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GYM LOBBY PLAN - PLUMBING DWV

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P103

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SCALE: 3/16" = 1'-0"

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2

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GYM LOBBY PLAN - PLUMBING SUPPLY

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P103

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SCALE: 3/16" = 1'-0"

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P1

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P1H

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P2

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P3

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P3

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P3,P9

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P4

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P5

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P6

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P1

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P1H

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P2

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P5

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P6

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3"

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3"

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3"

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4"

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P10

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P10

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P12

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P2

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P2

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P3

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P3

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P3

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3"

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2"V

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2"V

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2"V

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3"V

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3"V

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3"

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P3

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P3

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P3

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3"

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2"V

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P1

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P1H

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3"

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4"

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4"

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P10

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2"V

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2"V

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3"V

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3"V

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P4

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4"

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3"V

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2"V

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P2

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P2

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3/4" CW CONNECT TO EXISTING PIPING AFC FIELD VERIFY.

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1/2" HW & CW CONNECT TO EXISTING PIPING AFC. FIELD VERIFY. TYPICAL FOR 3 LAVATORIES

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3/4" HW & CW CONNECT TO EXISTING PIPING AFC. FIELD VERIFY.

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1" CW CONNECT TO EXISTING PIPING AFC FIELD VERIFY.

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P3

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P3

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P3,P9

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1/2" HW & CW CONNECT TO EXISTING PIPING AFC. FIELD VERIFY. TYPICAL FOR 3 LAVATORIES

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3/4" HW & CW AFC.

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P1

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P1H

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P1

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P1

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3"

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P10

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3"

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P10

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ALTERNATE-1

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ALTERNATE-1

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WALL CLEANOUT, TYP

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4"

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CONNECT TO EXISTING WASTE BELOW SLAB FIELD VERIFY EXACT LOCATION

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CONNECT TO EXISTING WASTE BELOW SLAB FIELD VERIFY EXACT LOCATION

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1/2" CW VALVED AND CAPPED

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FOR FUTURE ICE MAKER

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SIMS PROJECT #1919

VTR

MARK DESCRIPTION

PLUMBING LEGEND

NO.

ITEM

ITEM

PLUMBING FIXTURE SCHEDULE

CONNECTION SIZE

WASTE HOTCOLD

DESCRIPTION

VENT







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PITT

SBO

RO-A

SHEV

ILLE

MH

Aw

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PLA

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PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

ww

w.m

haw

orks

.com

DJS

05/03/1917006

51 N

Bun

com

be S

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d,

Wea

verv

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C 2

8780

MO

DIF

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# DESC: DATE

P201

SCHEDULES & DETAILS -PLUMBING

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GATE OR BALL VALVE, BRONZE, SIZE TO EQUAL PIPE

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PENETRATE BEHIND ROOF PEAK OR PARAPET, PAINT

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TO MATCH ROOF, COORDINATE FLASHING WITH ROOF.

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EQUAL PIPE, APPROVED FOR POTABLE WATER SYSTEMS

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APPROVED FOR POTABLE WATER SYSTEMS

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VENT THROUGH ROOF, EXTEND 6" ABOVE ROOF,

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CUTOUT VALVE, GATE OR BALL, BRONZE, SIZE TO

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MAINTAIN 10' CLEARANCE FROM HVAC MAKE-UP

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AIR INTAKES

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CHECK VALVE

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SAME AS ABOVE

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INSULATE W/1" FIBERGLASS PIPE INSULATION INSIDE

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SOIL PIPING SCHEDULE 40 PVC

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120%%D HOT WATER, SAME AS ABOVE

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IF JOINTS UNDER SLAB REQUIRED, BRAZE JOINTS.

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AND BELOW GRADE, MINIMAL JOINTS UNDER SLAB.

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COLD WATER, COPPER RIGID "L" ABOVE GRADE,

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BUILDING ENVELOPE, ANNEALED "K" UNDER SLAB

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VENT PIPING, SAME AS ABOVE

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HOT WATER RETURN, SAME AS ABOVE

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20x18, WHITE, ENAMELED CAST IRON, SINGLE HOLE

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AMERICAN STANDARD 'REGALYN' #4869.001

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GRID STRAINER & TAILPIECE, CHICAGO #327-ACP

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SINGLE HOLE, SENSOR OPERATED,

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CHICAGO 116.212.AB.1

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2"

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1/2"

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1/2"

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USE WITH P3

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FAUCET

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P3F

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WALL HUNG LAVATORY

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P3

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WADE 6000

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SERVICE AREAS, CARPET FLANGE WITH CARPET

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SIZE TO EQUAL LINE, CI COVER OUTSIDE, NONSKID COVER

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P12

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FLOOR CLEAN OUT

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WADE #W-1100

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DEEP SEAL TRAP W/PRIMER

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CAST IRON W/7" DIA. BRONZE STRAINER TOP,

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1/2"

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3"

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P10

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FLOOR DRAIN

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8 GPH, FRONT & SIDE OPERATORS, S.S. BOWL AND CABINET,

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MOUNT LOWER BOWL AT ADA HEIGHT

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ELKAY EZSTL8WSLK W/BOTTLE FILLER

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1/2"

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2"

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BARRIER FREE

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BI-LEVEL WATER COOLER

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P4

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WALL HUNG, WHITE, VITREOUS CHINA, 1.0 GPF, MOUNT AT ADA

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HEIGHT, AMERICAN STANDARD 'WASHBROOK' #6590.001

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FLUSH VALVE: HYDROTEK HB8RFCK

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P2

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URINAL

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2"

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3/4"

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8. PROVIDE 18" AIR CHAMBERS AT EACH FIXTURE

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NOTES:

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1. P-TRAPS SHALL BE 1 1/4x1 1/2" SEMI CAST WITH 17 GAGE WASTE TO WALL.

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3. COORDINATE FAUCETS AND FIXTURE HOLES.

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4. MOUNT URINALS AT HANDICAPPED HEIGHT.

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5. IF HANDICAP LAVATORY PIPING IS NOT ENCLOSED, PROVIDE DRAIN INSULATION KIT:

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TRUEFLO HANDI LAV GUARD.

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6. PROVIDE OFF-SET DRAINS FOR HANDI-CAP LAVATORIES.

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7. CONTROLS FOR HANDICAP FLUSH VALVE SHALL BE ON

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WIDE SIDE OF TOILET AREAS.

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P1

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P1H

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ADA COMPLIANT

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FLUSH VALVE TOILET

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FLUSH VALVE TOILET

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4"

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1"

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1"

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4"

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OPEN FRONT SEAT LESS COVER, CHURCH #95SSCT

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AMERICAN STANDARD 'MADERA' #3043.001

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ELONGATED, WHITE, VITREOUS CHINA, 1.6 GPF, ADA APPROVED,

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OPEN FRONT SEAT LESS COVER, CHURCH #95SSCT

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AMERICAN STANDARD 'MADERA' #2234.001

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ELONGATED, WHITE, VITREOUS CHINA, 1.6 GPF,

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P7

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P7F

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WITH PLASTER TRAP

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FAUCET

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USE WITH P7 & P7H

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2"

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1/2"

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1/2"

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P6

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TWO BOWL SINK

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2"

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SIZE TO EQUAL LINE, CI COVER, INSTALL FLUSH TO

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GRADE, PROVIDE WITH 18x18x6 CONCRETE COLLAR

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WADE 6000

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P13

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YARD CLEAN OUT

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P9

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HOSE BIB

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1/2"

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CHICAGO #952-CP

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CHROME FINISH

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VACUUM BREAKER, WALL ESCUTCHEON, REMOVABLE TEE KEY,

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P8

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LAUNDRY TUB

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1/2"

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1/2"

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2"

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FAUCET: FIAT #A-1

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FIAT #FL-1

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SMC, WHITE, 20x17x13, WHITE ANGLE STEEL LEGS,

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INTERNAL TEMPERATURE MIXER,

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2. SUPPLIES AT LAVATORIES AND SINKS SHALL BE CHROME PLATED BRASS TUBING

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WITH WHEEL HANDLE STOP.

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2"

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2"

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2"

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2"

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2"

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2"

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2"

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2"

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2"

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SINK TO BE STUBBED IN ONLY, WILL BE INSTALLED AT A

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2"

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1/2"

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1/2"

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WALL HUNG LAVATORY

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P5

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2"

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CONCESSIONS

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ART ROOM

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P11

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BACKFLOW PREVENTER

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3/8"

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DOUBLE CHECK, ATMOSPHERIC VENT, STRAINER, 3/8" FEMALE

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INLET & MALE OUTLET, INSTALL EXPOSED AND ACCESSABLE AFTER

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ISOLATION VALVE, WATTS #SD3-MN

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LATER DATE

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CONCESSIONS

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SINK TO BE STUBBED IN ONLY, WILL BE INSTALLED AT A

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1/2"

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1/2"

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LATER DATE

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33x22x7, 304 SS, 3 FAUCET HOLES

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ELKAY #CRS3322 WITH #LK99 STRAINER & TAILPIECE

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PLASTER TRAP BASIS OF DESIGN: TRAP-EZE SS

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SINGLE BOWL SINK

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ADA, 8" GOOSENECK, 4" BLADE HANDLES, CHROME, 1.5 GPM

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CHICAGO 1100-GN8AE35-317AB

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8" CENTERS

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P7H

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WITH PLASTER TRAP

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ART ROOM

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ADA SINGLE BOWL SINK

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P7HF

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2"

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1/2"

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1/2"

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2"

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31x22x5, 304 SS, ADA APPROVED, FAUCET HOLES

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ELKAY #LRADQ312250 WITH #LK99 STRAINER & TAILPIECE

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PLASTER TRAP BASIS OF DESIGN: TRAP-EZE SS

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SIMS PROJECT #1919







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PITT

SBO

RO-A

SHEV

ILLE

MH

Aw

orks

PLA

NN

ING

AR

CH

ITE

CT

UR

EIN

TE

RIO

RS

PHASE:

12 S

. LEX

ING

TON

AV

ENUE

UNIT

100

ASH

EVIL

LE, N

ORT

H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

ww

w.m

haw

orks

.com

DJS

05/03/1917006

51 N

Bun

com

be S

choo

l Roa

d,

Wea

verv

ille, N

C 2

8780

MO

DIF

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TION

S TO

NO

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# DESC: DATE

P301

PLUMBING SPECIFICATIONS

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of rated assemblies.

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A. Coordinate work with other trades.

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2. PART 2 DESCRIPTION OF WORK

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2.1 GENERAL DESCRIPTION OF WORK

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C. Fire stop all penetrations through rated assemblies. See Architectural sheets for locations

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B. Plumbing Contractor shall provide all fuel gas, water, soil and vent piping.

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plumbing work.

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Contractor prior to ordering equipment.

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and under slab.

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equipment item.

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below grade and under slab. Minimal joints under slab. Rigid "L" above grade. Insulate

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for potable service. 36" below grade. Provide warning tape 6" below grade above tubing.

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piping above grade with 1" pre-formed fiberglass pipe insulation. Provide pre-formed

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installation. Coordinate electrical requirements for equipment supplied with Electrical

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and burial depths less than 24".

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some other approved method from the building structure.

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to starting work. Paint to match building.

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E. All major pieces of material shall be produced by the same manufacturer.

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A. See fixture schedule on drawing.

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I. Provide warning tape in trench with buried pipe. Locate tape 6" below finish grade directly

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B. Cold water and hot water. From 5' from building and distribution: Copper, annealed "K"

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F. Support piping with threaded rods and hangers, channel trapeze, channel and clamps, or

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listed in this specification and shown on the mechanical drawings, shall be done under Division

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electrical energy for the various control circuits. All wiring shall be in conduit, shall conform

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with Division 16 of these specifications, all local codes, the National Electrical Code, and shall

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conduit runs for all electrical work that is required to be installed under this contract shall be

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be installed by an approved licensed electrician. Wiring diagrams indicating wire sizes and

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A. Cold water service line to 5' from building: "K" copper, annealed. Tubing shall be approved

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C. Soil Piping: Schedule 40 PVC except bell and spigot, cast iron under vehicular traffic areas

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D. Vent Piping: Schedule 40 PVC. Coordinate vent termination locations with Owner prior

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E. Fuel gas piping: Schedule 40 black steel. Coat and wrap piping installed below grade.

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G. Provide stops for each fixture. Exposed stops and supplies shall be chrome plated.

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H. Coordinate all required starters, disconnects, switches with Electrical Contractor for

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F. Plumbing Contractor shall provide all penetrations, etc. and patching required to install

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J. Provide fuel gas piping to equipment as required with gas approved shut offs at each

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D. Provide all valves, fixtures, pipes, pumps, insulation, etc. and other required material.

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identified as follows:

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connections. All piping shall be identified.

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where pipe passes through walls and floors. Piping shall be marked at all the equipment

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bands shall be wide enough (See Table 1) to accommodate required letters. Letters shall

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be positioned so that it can be easily read by a man standing on the floor. Lettering on

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parallel groups of lines shall be neatly lined up. Surfaces of piping or insulation finished

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on covered (insulated) pipe shall be stenciled on covering. On uncovered pipe, painted

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reproducible sepia paper.

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shall be standard weight galvanized steel pipe.

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provided and installed.

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2.8 PLUMBING SYSTEM IDENTIFICATION:

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15P (Example: Power exhaust fan interlock with water heater).

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to receive pads are pumps, boiler and air cooled chiller.

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Wiring shown on electrical plans is for plumbing equipment scheduled. Any equipment provided

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additional voltage, electrical design and/or electrical cost changes shall be the responsibility of

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to any equipment other than equipment scheduled, shall be the responsibility of this Contractor.

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In general interlock wiring between pieces of plumbing equipment shall be done under Division

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pipe or structural steel stands, and anchoring devices that may be required to adequately and

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D. Identification: Lettering shall be stenciled in block letters, size as scheduled below. Letters

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2.6 MISCELLANEOUS STEEL SUPPORTS: All supporting steel grillage, steel angles, channels,

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A. Piping System: All piping installed under this division of the specifications shall be

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rigidly support either piping, insulation, or equipment installed under this contract, shall be

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2.7 CHASES AND OPENINGS: Lay out all chases and openings, required for the execution of this

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B. Painting: Piping in mechanical rooms to be painted. Refer to "Painting Plumbing Work."

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C. Method of Marking: Colored stencil letter that designate the material being handled, shall

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by the Contractor that differs from that scheduled in electrical characteristics that requires

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2.5 FOUNDATIONS: All concrete foundations anchor forms, or pads indicated on the drawings that

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work, the wiring diagrams shall be revised to incorporate any additions or corrections and two

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All dimensions are given in inches.

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generic piping service.

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Outside Diameter of Size of

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Pipe or Converting (Inches) Letter Size Letter (Inches)

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1/2 to 1-1/4 1/2

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1-1/2 to 2 3/4

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2-1/2 to 8 1-1/4

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All lines also shall be marked with arrows indicating the direction of flow.

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schedule in glazed frames, and mount where directed.

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exclude check valves, valves within equipment units, and valves in fan coil units.

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2.9 VALVE IDENTIFICATION

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C. Valve Schedule: Prepare and submit valve tag schedules (in duplicate), listing each tagged

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A. Tags: Polished brass with 1/4" high stamp-engraved lettering, different shapes for each

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B. Application: Tag every valve and control device in each plumbing-work piping system;

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submitted to the Engineer for prior approval before work is begun. Upon completion of the

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valve by location, service, and tag description. Install each page of one copy of the valve

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this Contractor. Any cost incurred for additional electrical design and/or electrical changes due

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may be necessary and required for the installation of equipment specified under this contract, shall

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be furnished and installed. Provide anchor bolts for the equipment foundations/pads. Equipment

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work well in advance of the structural work. Provide thimbles in walls and partitions. Thimbles

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be applied at not more than 15 foot intervals on straight pipe runs, adjacent to valves and

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in dark colored shall be lettered in white; and that finished in light colors shall be lettered

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PVC fitting covers. Solder shall be lead free. Braze joints below grade

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All control wiring (120V and less) to be complete to all motorized equipment, and control devices

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15. The Contractor shall refer to Electrical plans and specifications to determine the source of

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copies of the "as installed" diagrams shall be furnished to the Owner and one to the Engineer on

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above pipe.

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2.4 WIRING

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2.3 FIXTURES

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2.2 PIPING:

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1. PART 1 GENERAL

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1.1 SECTION INCLUDES

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1.2 SCOPE OF WORK

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SECTION 15010P

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BASIC PLUMBING REQUIREMENTS

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to Division 1 - General Requirements.

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completion.

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1.4 SUBMITTALS

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and utility companies.

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1.3 WORK SEQUENCE

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discrepancies in the Contract Documents and existing conditions.

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A. Submit under provisions of Contract Documents.

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those shown on drawings.

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D. Architect will approve all colors.

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following, but not limited to:

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I. Certifications: 3 copies

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J. Test Reports: 3 copies

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5. Valves

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2. Insulation

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3. Plumbing Fixtures

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1. Pressure Reducing Valves

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F. Highlight deviations from specified materials.

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4. Floor Drains, Cleanouts, Accessories

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C. Mark dimensions and values in units to match those specified.

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G. Shop Drawings: 6 sets, including 3 for maintenance manuals.

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K. Warranties (Guarantees): 6 copies, including 3 for maintenance manuals.

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A. Basic Plumbing Requirements specifically applicable to Division 15 Sections, in addition

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A. Provide controls, valves, piping, plumbing fixtures, taps, water heater flues and other required

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materials to produce complete and operating plumbing system as shown on drawing.

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B. Provide controls, valves, piping, taps and other required materials to produce complete and

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operating fuel gas system as shown on drawing.

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D. Obtain all permits, pay all fees and request inspection from authority having jurisdiction.

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A. Coordinate construction and utility outages (if any) with Owner, Engineer, all other trades

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B. Submit shop drawings and product data grouped to include complete submittals of related

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systems, products, and accessories in a single submittal. Identify items with marks to match

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H. Product Data: 6 sets, including 3 sets for maintenance manuals. Data shall include the

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L. Maintenance Manuals: 3 complete sets with individual sets of this data bound in 10 1/2 x

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11 1/2 loose-leaf 3-ring binders, 1/2", 2", or 3" ring size, with rigid permanent vinyl

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covered back and front. Separators with index tabs and loose-leaf sheet protectors shall be

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E. All submittals shall have the General Contractor's stamp, with approval signature.

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E. All work and materials shall be guaranteed for one year from date of substantial

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F. Provide for water service during construction. The Owner will be responsible for bill.

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B. Visit site before submitting bid to confirm existing conditions. Notify Engineer of

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in black. See 'E' below for additional identification requirements for Gas Piping.

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1.5 REGULATORY REQUIREMENTS

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D. Life Safety Code, NFPA 101.

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protectors.

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1.6 PROJECT/SITE CONDITIONS

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E. All Codes shall be the most recent edition.

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A. Conform to applicable State and Local Building Codes.

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that does not comply shall be made to comply at the Contractor's expense.

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G. All equipment shall be UL approved for purpose specified.

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H. Install all materials and equipment per manufacturer's instructions.

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B. Fire Protection: Conform to NFPA.

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C. Electrical: National Electric Code.

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Plumbing Drawings.

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1.7 SUBSTITUTIONS

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involved in the coordination.

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running parallel with primary lines of the building construction.

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mechanical work with adequate access for operation and maintenance.

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G. Give right-of-way to piping which must slope for drainage.

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units of mechanical work (equipment).

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requirement of project close out.

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Nameplate designation

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Area served

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Manufacturer's repair manuals

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Manufacturer's installation instructions

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Manufacturer's operating instructions

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Location of equipment

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Complete parts drawing and list

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Manufacturer's nameplate data

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position. Valve tag numbers shall be as specified.

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1.9 Plumbing Equipment: Show the following information for all plumbing equipment:

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Nearest supplier for parts and replacements with telephone number

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Nearest service organization for equipment with telephone number

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Manufacturer's maintenance instructions

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1.10 Control Data:

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Control supplier and address

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Control installer and address

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instructions.

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Catalog data, maintenance and calibration instruction for all components.

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conditions, including changes to Work specified in other Sections. Obtain permission of

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E. Arrange mechanical work in a neat, well organized manner with piping and similar services

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F. Locate operating and control equipment properly to provide easy access, and arrange entire

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H. Advise other trades of openings required in their work for the subsequent move-in of large

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I. Coordination Drawings: For locations where several elements of mechanical (or combined

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mechanical and electrical) work must be sequenced and positioned with precision in order

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to fit into the available space, prepare coordination drawings (shop drawings) showing the

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actual dimensions (at accurate scale) required for the installation. Prepare and submit

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coordination drawings prior to purchase-fabrication-installation of any of the elements

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Substitutions may be accepted if approved as equivalent. Contact Engineer prior to bid with any

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Highlight substitution deviations from materials specified. Cost incurred to the project to install

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substituted materials shall be the responsibility of the Contractor requesting the substitution.

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1.8 Provide Valve Directory indicating number, size, manufacturer, location, function, and normal

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Provide control diagrams and wiring diagrams where applicable. Description of control systems.

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1.11 Maintenance Instruction: A typewritten form of instructions for maintenance of the systems in

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itemized form and with time schedule for maintenance work, shall be furnished. The instructions

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shall list each item of mechanical equipment requiring inspection, lubrication or service and

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describe the performance of such maintenance. The list shall include the type of bearings for

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each piece of equipment, the type of and frequency of lubrication required. The operating

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personnel shall be instructed in the care of the system in accordance with the typewritten

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F. The Contractor shall install all materials per the State and Local Building Code. Any work

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All products listed are to establish design and quality standards, not to limit submittals.

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questions. All substitutions must be submitted within 10 days after bid or supply as specified.

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B. Prepare record drawings showing proposed rearrangement of Work to meet Project

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Architect/Engineer before proceeding. Submit all changes on Record Documents as a

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C. Refer to Architectural drawings for dimensions, locations, cabinets, etc. Do not scale

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D. Conceal all piping except where the Architect/Engineer grants specific permission.

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A. Install Work in locations shown on Drawings, unless prevented by Project conditions.

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provided. One set shall have all sheets individually encased in clear, plastic document

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2.10 EQUIPMENT

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A. Signs: Provide engraved plastic-laminate signs at locations of major equipment units and

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primary control devices. Provide text of sufficient clarity and lettering of sufficient size

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to convey adequate information at each location, and mount permanently in an appropriate

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B. Selection: Refer to instances where either a plastic-laminate sign or plasticized tag might

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be appropriate to the Engineer for resolution.

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and effective location. Comply with recognized industry standards for color and design.

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2.11 ACCESSIBILITY:

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and easily accessible. Place them straddling the front edge of equipment. They are a

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tripping hazard if they are placed too far into the room. Do not install dumpster pad drain

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A. General: The work of this article is defined to include whatever excavating and backfilling

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(but excluding insulating backfill) is necessary to install the plumbing work. Coordinate

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the work with other excavating and backfilling in the same area, including dewatering, floor

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protection provisions, and other temporary facilities. Coordinate the work with other work

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in the same area, including other underground services, landscape development, paving, and

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floor slabs on grade. Coordinate with weather conditions and provide temporary facilities

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needed for protection and proper performance of excavating and backfilling.

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B. General Standards: Except as otherwise indicated, comply with the applicable provisions

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of the Division 2 sections, for plumbing work excavating and backfilling. Refer instances

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of uncertain applicability to the Engineer for resolution before proceeding.

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C. Rock Excavation shall be defined as the removal of a formation that cannot be excavated

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without systematic drilling and blasting or without the use of pneumatic tools. All rock

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excavation/removal shall be performed by the General Contractor. The Plumbing,

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Mechanical, and Electrical subcontractors shall lay out their work and perform all normal

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or earth excavation. Should these subcontractors encounter rock (bulk or trench), it shall

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be removed by the General Contractor using allowable funds. The General Contractor shall

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be responsible for providing fill material for backfill of rock excavations. Rock may be

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used for structural fill provided it is broken down by the excavation and compaction

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equipment into particles with a maximum dimension of 6". Otherwise, it must be removed

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from the site and legally disposed of. Placement of rock in the fill or removal from the site

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shall be done by the General Contractor at no additional cost to the Owner.

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D. Piping Support: Support pipe 4" and smaller directly on undisturbed soil. Support pipe

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6" and larger, on compacted and shaped sub-base material of depth shown but not less than

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6" deep. Compact previously disturbed and unsatisfactory subsoil to provide adequate,

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uniform support for plumbing work; or excavate and replace with stable sub-base material

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A. No valves, controls, unions, etc., shall be placed in any pipe line at a location that will be

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inaccessible after the system is completed.

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B. Any controls, valves and piping controls, expansion joints, or other apparatus which must

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be located in an inaccessible location shall be provided with suitable access doors (fitted in

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a framed hole) which will permit proper operation and servicing of the apparatus. Access

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doors aforementioned includes access doors in walls, ceilings, and, where required, a

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combination of above. Access doors to be piano hinged.

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C. Floor drains and floor sinks shall not be installed under equipment. They must be visible

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2.12 EXCAVATING FOR PLUMBING WORK

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under dumpster.

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2.14 TESTS

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top of pipe).

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Domestic Water, Hot: Safety Green with Red arrows and letters.

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C. Cleaning, Testing, Adjustments and Inspections shall be accomplished in accordance with

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the following instructions and requirements. Provide temporary fill and drainage lines,

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wherever required, and connect them to the piping systems for these procedures and,

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finally, upon completion disconnect and remove these temporary lines.

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D. Cleaning and Oiling: All piping systems shall be thoroughly cleaned of grease, iron

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cuttings, welding slag, loose scale and other refuse. Should any pipe, valves, traps,

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strainers, and other specialties, and equipment be stopped up by refuse, disconnect, clean

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and reconnect such pipe, equipment and material. All strainer baskets shall be removed,

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Exterior surfaces of piping, materials, or equipment that is to be painted or insulated shall

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be cleaned to remove lint, grease and oil.

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Provide written test results to the Engineer. Provide one week notice prior to all tests.

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A. Soil Lines and Waste & Vent Stacks. After the lines and various connections are in place,

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all openings, including vents, shall be carefully closed and the whole system filled with

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water to ten feet of head and test for 6 hours. Any pipe, fitting or joint showing defect

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shall be immediately removed and replaced and the test reapplied.

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B. Domestic Water Lines. After lines are in place and before concealing, all water lines shall

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F. Sequencing: Delay backfill and encasement of piping until testing of piping system has been

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A. General: All piping in the mechanical rooms (3) to be painted in the colors as scheduled

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hereinafter. Refer to Contract Documents for type of paint to be used. All other piping

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in building requires no painting other than the sizing of the insulation jackets. Contractor

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to provided color stenciling of piping for identification; touching up paint that is chipped

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or scratched from mechanical equipment supplied; and 2 coats of black rust preventative

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B. Color Coding Scheme: (Unless violates OSHA Standards)

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Domestic Water, Cold: Kelly or Safety Green with White arrows and letters.

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on all exposed support metal and hangers mounted outdoors and in mechanical rooms.

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cleaned and replaced.

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Fuel Gas: Safety yellow with red arrows and letters.

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2.13 PAINTING PLUMBING WORK

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completed.

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E. Water Bearing Pipe: Except as otherwise specifically indicated, place exterior underground

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water bearing pipe (including drainage lines) a minimum of 36" below grade (measured to

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Owner.

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contract.

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personnel.

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3.3 Operating Instructions: Conduct a walk-through instruction seminar for the Owner's personnel

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to be involved in the continued operation and maintenance of plumbing equipment and systems.

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Explain the identification system, operation diagrams, emergency and alarm provisions,

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sequencing requirements, seasonal provisions, security, safety, efficiency, and similar features

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3.4 Training: Contractor to provide training on all major equipment, controls, etc., as part of the

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3.5 Turn-Over of Operations: At the time of substantial completion, turn over the prime

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responsibility for operation of the plumbing equipment and systems to the Owner's operating

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personnel. However, until the time of final acceptance, provide one full-time employee, who is

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completely familiar with the work, to consult with and continue training with the Owner's

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Water and electricity will be furnished by the Owner for the final operating tests.

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All unfired pressure vessels furnished under this division shall be constructed, inspected and

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stamped in accordance with applicable sections of the ASME Codes. Data shall include

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inspector's National Board registration number.

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3.1 General: Refer to the Division 1 sections for general closeout requirements. Maintain a daily log

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of operational data on plumbing equipment and systems through the closeout period; record hours

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of operation, assigned personnel, fuel consumption and similar information; submit copy to

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3.2 Record Drawings: For plumbing work, give special attention to the complete and accurate

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arrangement and valve locations (including valve numbers that match those numbers shown on

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the valve schedule) for piping systems, locations of control system sensors and other control

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devices, and work of change orders where not shown accurately by contract documents. Submit

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to Engineer at end of project one set of reproducible sepias that show all recorded changes in the

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recording of underground piping, other concealed and non-accessible work, branching

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of the systems.

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mechanical work.

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3. PART 3 PLUMBING WORK CLOSEOUT

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C. Fuel gas piping. After lines are in place and before concealing, all fuel gas lines shall be

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subjected to a pressure of 15 lbs. for a period of at least 6 hours or as required by Code or

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D. Adjustments shall be coordinated with cleaning and testing to assure equipment performance

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as specified.

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fuel gas utility.

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be subjected to a hydrostatic pressure of 150 lbs. for a period of at least 6 hours.

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END OF SECTION

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or lean concrete.

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TABLE 1

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C. Please E-Mail questions and or comments to [email protected] or fax (828-251-1933)

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project and remove from site. Owner retains salvage rights.

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C. Provide demolition of all Plumbing and Fuel Gas fixtures and materials made obsolete by this

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in lieu of telephone calls.

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E. Gas Piping Identification:

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Exposed gas piping shall be identified by a yellow label

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marked "GAS" in black letters. The marking shall be spaced at intervals not exceeding

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5 feet. All piping and tubing systems, greater than 0.5 pounds per square inch service

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pressure, shall be identified by a yellow label with black letters indicating the piping

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system pressure. The system shall be marked at the beginning, all ends and at intervals

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not exceeding 5 feet along its exposed length.

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SIMS PROJECT #1919

(E) DATA6 CLOSET

2

TOILET RM.4

TOILET RM.9

SUPPLIES8

ART7

ROBOTICS3

CTE1







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

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# DESC: DATE

M101

ART + CTE PLAN -HVAC

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EXISTING FAN/COIL UNIT

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1

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ART + CTE PLAN - HVAC

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M101

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SCALE: 3/16" = 1'-0"

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EF-1

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6" EXHAUST UP TO ROOF CAP

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EF-1

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EXISTING FAN/COIL UNIT, FRESH AIR INTAKE, CONTROLS, AND PIPING RELOCATED FROM EXISTING CLASSROOM AS SHOWN ON SHEET PME001. FIELD VERIFY EXACT LOCATION AND CONNECTIONS REQUIRED FOR RE-INSTALLATION.

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SIMS PROJECT #1919

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

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ENV

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PHASE:

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# DESC: DATE

M102

GYM LOBBY PLAN -HVAC

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1

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GYM LOBBY PLAN - HVAC

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M102

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SCALE: 3/16" = 1'-0"

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EF-2

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EF-2

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NOTES:

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1. EXISTING HEAT IN THE LOBBY AND TOILET AREAS TO REMAIN AND BE REUSED.

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ALTERNATE-1

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SIMS PROJECT #1919







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

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# DESC: DATE

M201

SCHEDULES & DETAILS -HVAC

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MARK

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350

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2

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DESCRIPTION

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HVAC LEGEND

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T

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B

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12x6

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1

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SPLITTER DAMPER

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EF-1

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TYPICAL ALL TAKE OFFS.

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EXHAUST FAN, "1" DENOTES NUMBER (SEE SCHEDULE),

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SIDE TAKE OFF WITH VOLUME CONTROL DAMPER

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THERMOSTAT, AUTOMATED LOGIC

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DUCT TEE, BEND, ELBOW, RADIUS NOT LESS 1.5 C/L WIDTH OR

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PROVIDE RECTANGULAR ELBOWS WITH AIR FOIL TURNING VANES.

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PROVIDE THERMOSTAT FOR EACH HVAC SYSTEM,

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R

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C

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G

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REFRIGERANT LINE SET, SIZE PER MFG. INSTRUCTIONS,

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ARMAFLEX EXPOSED TO WEATHER.

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INSULATE SUCTION LINE WITH ARMAFLEX. PAINT AND SEAL

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FUEL GAS PIPING, SCHEDULE 40 BLACK STEEL.

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BOND TO GROUNDED ELECTRODE, PAINT SAFETY YELLOW.

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CONDENSATE PIPING, SCHEDULE 40 PVC

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DIFFUSER, DENOTES TYPE (SEE SCHEDULE) "350" DENOTES CFM,

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MAY USE FIVE FEET OF FLEX DUCT TO CONNECT TO TRUNK

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2

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RETURN REGISTER, DENOTES TYPE (SEE SCHEDULE),

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"350" DENOTES CFM

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350

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B

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COORDINATE LOCATION WITH ARCHITECT AND OWNER.

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EXHAUST REGISTER, "75" DENOTES CFM. 8x8 DENOTES FACE AREA.

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75

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8x8

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RECTANGULAR DUCTWORK, GALVANIZED; "12" DENOTES WIDTH, "6"

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DENOTES DEPTH. DIMENSIONS SHOWN ARE FREE AND CLEAR.

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12"%%C SPIRAL

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DUCTWORK, ROUND, SPIRAL WOUND, UNILOCK JOINTS, PAINT GRIP

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FINISH. MANUFACTURER'S FITINGS.

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12x6%%C

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DUCTWORK, FLAT OVAL, SPIRAL WOUND, UNILOCK JOINTS, PAINT

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GRIP FINISH. MANUFACTURER'S FITINGS.

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12"%%C

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DUCTWORK, ROUND, GALVANIZED

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-

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-

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-

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-

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-

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GREENHECK SP-A390

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RPM

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VOLTS

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EXHAUST FAN SCHEDULE

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FLA

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CFM

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MARK

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SP

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DESCRIPTION

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120

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-

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-

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-

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-

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-

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0.5

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GREENHECK SP-A110

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-

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950

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.25

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120

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75

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-

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EF-2

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EF-1

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-

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250

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1.34

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0.58

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1350

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1. DAMPER FANS TO REQUIRED CFM.

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2. PROVIDE MOUNTING SUPPORTS.

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SIMS PROJECT #1919

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ISSUE DATE:

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HVAC SPECIFICATIONS

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completely familiar with the work, to consult with and continue training with the Owner's

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personnel. However, until the time of final acceptance, provide one full-time employee, who is

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responsibility for operation of the mechanical equipment and systems to the Owner's operating

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personnel.

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and, where required, a combination of above. Access doors to be piano hinged.

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apparatus. Access doors aforementioned includes access doors in walls, ceilings, ductwork,

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END OF SECTION

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2.13 EXCAVATING FOR MECHANICAL WORK

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D. Piping Support: Support pipe 4" and smaller directly on undisturbed soil. Support pipe

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E. Sequencing: Delay backfill and encasement of piping until testing of piping system has been

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B. Cleaning: Exterior surfaces of piping, materials, or equipment that is to be painted or

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A. General: All piping in the mechanical rooms (3) to be painted in the colors as scheduled

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2.14 PAINTING HVAC WORK

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2.15 TESTS

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performance. Adjust and correct operations as required for proper performance. Clean and

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and with the Owner's operating personnel present), to demonstrate sustained,satisfactory

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of equipment and each system in a test run of appropriate duration (with the Engineer present,

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will not be damaged or endangered. Coordinate with seasonal requirements. Operation each item

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3.3 Closeout Equipment/Systems Operations: Sequence operations properly so that work of project

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of reproducible sepias that show all recorded changes in the mechanical work.

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where not shown accurately by contract documents. Submit to Engineer at end of project one set

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systems, locations of control system sensors and other control devices, and work of change orders

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arrangement and valve location for piping systems, locations of dampers and coils in duct

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of underground piping, ductwork, other concealed and non-accessible work, branching

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3.2 Record Drawings: For HVAC work, give special attention to the complete and accurate recording

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hours of operation, assigned personnel, fuel consumption and similar information; submit copy

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of operational data on mechanical equipment and systems through the closeout period; record

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C. General: Capacities of air handling unit, fans, and other related equipment shall be

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sequencing requirements, seasonal provisions, security, safety, efficiency, and similar features

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3.5 Training: Contractor to provide training on all major equipment, controls, etc., as part of the

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Explain the identification system, operation diagrams, emergency and alarm provisions,

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to be involved in the continued operation and maintenance of mechanical equipment and systems.

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3.4 Operating Instructions: Conduct a day walk-through instruction seminar for the Owner's personnel

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lubricate each system, and replace dirty filters, excessively worn parts and similar expendable

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3. PART 3 HVAC WORK CLOSEOUT

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items of the work.

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contract.

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of the systems.

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to Owner.

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B. Adjustments shall be coordinated with cleaning and testing to assure equipment performance

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A. Provide written test results to the Engineer. Provide one week notice prior to all tests.

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TABLE 1

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work.

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Lamicore labels.

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2.2 DUCTWORK:

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2.3 CONDENSATE PIPING:

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2.4 REFRIGERANT PIPING:

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2.5 WIRING

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1. PART 1 GENERAL

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1.2 SCOPE OF WORK

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completion.

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and utility companies.

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those shown on drawings.

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1.3 WORK SEQUENCE

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1.4 SUBMITTALS

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6. Controls

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5. Valves

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2. Insulation

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3. Air Distribution Equipment

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4. Exhaust Fans

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following, but not limited to:

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document protectors.

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J. Test Reports: 3 copies

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I. Certifications: 3 copies

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SECTION 15010H

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BASIC HVAC REQUIREMENTS

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Division 1 - General Requirements.

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A. Coordinate construction and utility outages (if any) with Owner, Engineer, all other trades

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D. All work and materials shall be guaranteed for one year from date of substantial

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B. Obtain all permits, pay all fees and request inspection from authority having jurisdiction.

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system as shown on drawing.

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A. Provide central HVAC equipment including, but not limited to, gas fired furnaces

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A. Basic HVAC Requirements specifically applicable to Division 15 Sections, in addition to

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and A/C units, controls, thermostats, ventilators, piping, ducting, air distribution

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equipment, etc., and other required materials to produce complete and operating HVAC

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1. Gas fired furnaces and A/C units

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shall be provided. One set shall have all sheets individually encased in clear, plastic

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vinyl covered back and front. Separators with index tabs and loose-leaf sheet protectors

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1/2 x 11 1/2 loose-leaf 3-ring binders, 1 1/2", 2", or 3" ring size, with rigid permanent

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L. Maintenance Manuals: 3 complete sets with individual sets each of this data bound in 10

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K. Warranties (Guarantees): 6 copies, including 3 for maintenance manuals.

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H. Product Data: 6 sets, including 3 sets for maintenance manuals. Data shall include the

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E. All submittals shall have the General Contractor's stamp, with approval signature.

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systems, products, and accessories in a single submittal. Identify items with marks to match

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B. Submit shop drawings and product data grouped to include complete submittals of related

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G. Shop Drawings: 6 sets, including 3 for maintenance manuals.

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C. Mark dimensions and values in units to match those specified.

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B. Visit site before submitting bid to confirm existing conditions. Notify Engineer in writing

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of discrepancies in Contract Documents and existing conditions.

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F. Highlight deviations from specified materials.

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D. Architect shall approve all colors.

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in black.

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2.10 VALVE IDENTIFICATION

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2.11 EQUIPMENT

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2.12 ACCESSIBILITY:

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permission.

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HVAC Drawings.

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involved in the coordination.

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1.7 SUBSTITUTIONS

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Manufacturer's nameplate data

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1.10 Control Data:

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Area served

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Control installer and address

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Control supplier and address

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Complete parts drawing and list

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Location of equipment

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Manufacturer's repair manuals

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Manufacturer's operating instructions

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Nameplate designation

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instructions.

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that does not comply shall be made to comply at the Contractor's expense.

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F. The Contractor shall install all materials per the State and Local Building Code. Any work

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E. All Codes shall be the most recent edition.

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units of mechanical work (equipment).

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Manufacturer's maintenance instructions

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H. Install all materials and equipment per manufacturer's instructions.

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E. Arrange HVAC work in a neat, well organized manner with piping and similar services

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D. Conceal all duct, piping, etc. except where the Architect/Engineer grants specific

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C. Refer to Architectural drawings for dimensions, locations, cabinets, etc. Do not scale

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Catalog data, maintenance and calibration instruction for all components.

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personnel shall be instructed in the care of the system in accordance with the typewritten

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each piece of equipment, the type of and frequency of lubrication required. The operating

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describe the performance of such maintenance. The list shall include the type of bearings for

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shall list each item of mechanical equipment requiring inspection, lubrication or service and

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itemized form and with time schedule for maintenance work, shall be furnished. The instructions

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1.11 Maintenance Instruction: A typewritten form of instructions for maintenance of the systems in

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Control diagrams and wiring diagrams where applicable. Description of control systems.

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1.9 Mechanical Equipment: Show the following information for all mechanical equipment:

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1.8 Provide Valve Directory indicating number, size, manufacturer, location, function, and normal

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install substituted materials shall be the responsibility of the Contractor requesting the substitution.

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Highlight substitution deviations from materials specified. Cost incurred to modify project to

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questions. All substitutions must be submitted within 10 days after bid or supply as specified.

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Substitutions may be accepted if approved as equivalent. Contact Engineer prior to bid with any

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All products listed are to establish design and quality standards, not to limit submittals.

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coordination drawings prior to purchase-fabrication-installation of any of the elements

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actual dimensions (at accurate scale) required for the installation. Prepare and submit

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to fit into the available space, prepare coordination drawings (shop drawings) showing the

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I. Coordination Drawings: For locations where several elements of mechanical (or combined

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mechanical work with adequate access for operation and maintenance.

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F. Locate operating and control equipment properly to provide easy access, and arrange entire

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Nearest service organization for equipment with telephone number

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Nearest supplier for parts and replacements with telephone number

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running parallel with primary lines of the building construction.

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position. Valve tag numbers shall be as specified.

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G. All equipment shall be UL approved for purpose specified.

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Manufacturer's installation instructions

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requirement of project close out.

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C. Electrical: National Electric Code.

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B. Fire Protection: Conform to NFPA.

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F. Provide low voltage controls and control transformers.

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B. Fire stop all penetrations through rated assemblies. See Architectural sheets for locations

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C. All major pieces of material shall be produced by the same manufacturer. Provide

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D. HVAC Contractor shall provide all penetrations, etc. and patching required to install HVAC

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E. Coordinate all required line voltage starters, disconnects, switches with Electrical Contractor

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for installation. Coordinate electrical requirements for equipment supplied with Electrical

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Contractor prior to ordering equipment.

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A. Coordinate work with other trades.

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paint insulation exposed to weather. Secure 5 feet on center.

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15M (Example: Exhaust fan interlock with air handling unit).

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to receive pads are pumps, boiler and air cooled chiller.

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connections. All piping shall be identified.

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All lines also shall be marked with arrows indicating the direction of flow.

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2-1/2 to 8 1-1/4

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1-1/2 to 2 3/4

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1/2 to 1-1/4 1/2

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schedule in glazed frames, and mount where directed.

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Pipe or Converting (Inches) Letter Size Letter (Inches)

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Outside Diameter of Size of

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inaccessible after the system is completed.

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be appropriate to the Engineer for resolution.

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Copper, approved for use by unit manufacturers. Insulate suction line with Armoflex. Seal and

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listed in this specification and shown on the mechanical drawings, shall be done under Division

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15. The Contractor shall refer to Electrical plans and specifications to determine the source of

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electrical energy for the various control circuits. All wiring shall be in conduit, shall conform

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with Division 16 of these specifications, all local codes, the National Electrical Code, and shall

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be installed by an approved licensed electrician. Wiring diagrams indicating wire sizes and

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conduit runs for all electrical work that is required to be installed under this contract shall be

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submitted to the Engineer for prior approval before work is begun. Upon completion of the

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work, the wiring diagrams shall be revised to incorporate any additions or corrections and two

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copies of the "as installed" diagrams shall be furnished to the Owner and one to the Engineer on

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Wiring shown on electrical plans is for mechanical equipment scheduled. Any equipment

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provided by the Contractor that differs from that scheduled in electrical characteristics that

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requires additional voltage, electrical design and/or electrical cost changes shall be the

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responsibility of this Contractor. Any cost incurred for additional electrical design and/or

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electrical changes due to any equipment other than equipment scheduled, shall be the

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In general interlock wiring between pieces of mechanical equipment shall be done under Division

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2.6 FOUNDATIONS: All concrete foundations anchor forms, or pads indicated on the drawings that

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may be necessary and required for the installation of equipment specified under this contract, shall

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be furnished and installed. Provide anchor bolts for the equipment foundations/pads. Equipment

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2.7 MISCELLANEOUS STEEL SUPPORTS: All supporting steel grillage, steel angles, channels,

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pipe or structural steel stands, and anchoring devices that may be required to adequately and

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rigidly support either piping, insulation, or equipment installed under this contract, shall be

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2.8 CHASES AND OPENINGS: Lay out all chases and openings, required for the execution of this

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work well in advance of the structural work. Provide thimbles in walls and partitions. Thimbles

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A. Piping System: All piping installed under this division of the specifications shall be

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B. Painting: Piping in mechanical rooms to be painted. Refer to "Painting Mechanical Work."

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C. Method of Marking: Colored stencil letter that designate the material being handled, shall

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be applied at not more than 15 foot intervals on straight pipe runs, adjacent to valves and

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where pipe passes through walls and floors. Piping shall be marked at all the equipment

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D. Identification: Lettering shall be stenciled in block letters, size as scheduled below. Letters

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on covered (insulated) pipe shall be stenciled on covering. On uncovered pipe, painted

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bands shall be wide enough (See Table 1) to accommodate required letters. Letters shall

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be positioned so that it can be easily read by a man standing on the floor. Lettering on

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parallel groups of lines shall be neatly lined up. Surfaces of piping or insulation finished

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in dark colored shall be lettered in white; and that finished in light colors shall be lettered

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doors (fitted in a framed hole) which will permit proper operation and servicing of the

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which must be located in an inaccessible location shall be provided with suitable access

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B. Any dampers, controls, valves and piping controls, expansion joints, or other apparatus

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A. No valves, controls, unions, etc., shall be placed in any pipe line at a location that will be

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B. Selection: Refer to instances where either a plastic-laminate sign or plasticized tag might

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and effective location. Comply with recognized industry standards for color and design.

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to convey adequate information at each location, and mount permanently in an appropriate

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primary control devices. Provide text of sufficient clarity and lettering of sufficient size

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A. Signs: Provide engraved plastic-laminate signs at locations of major equipment units and

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valve by location, service, and tag description. Install each page of one copy of the valve

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C. Valve Schedule: Prepare and submit valve tag schedules (in duplicate), listing each tagged

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exclude check valves, valves within equipment units, and valves in fan coil units.

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B. Application: Tag every valve and control device in each mechanical-work piping system;

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A. Tags: Polished brass with 1/4" high stamp-engraved lettering, different shapes for each

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All control wiring (120V and less) to be complete to all motorized equipment, and control devices

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Schedule 40 PVC

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All dimensions are given in inches.

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responsibility of this Contractor.

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shall be standard weight galvanized steel pipe.

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generic piping service.

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identified as follows:

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2.9 HVAC SYSTEM IDENTIFICATION:

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provided and installed.

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reproducible sepia paper.

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2. PART 2 DESCRIPTION OF WORK

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2.1 GENERAL DESCRIPTION OF WORK

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of rated assemblies.

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(but excluding insulating backfill) is necessary to install the mechanical work. Coordinate

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of the Division 2 sections, for mechanical work excavating and backfilling. Refer instances

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the work with other excavating and backfilling in the same area, including dewatering, floor

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completed.

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or lean concrete.

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insulated shall be cleaned to remove lint, grease and oil.

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excavation/removal shall be performed by the General Contractor. The Plumbing,

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used for structural fill provided it is broken down by the excavation and compaction

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be responsible for providing fill material for backfill of rock excavations. Rock may be

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be removed by the General Contractor using allowable funds. The General Contractor shall

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or earth excavation. Should these subcontractors encounter rock (bulk or trench), it shall

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Mechanical, and Electrical subcontractors shall lay out their work and perform all normal

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6" deep. Compact previously disturbed and unsatisfactory subsoil to provide adequate,

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6" and larger, on compacted and shaped sub-base material of depth shown but not less than

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shall be done by the General Contractor at no additional cost to the Owner.

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from the site and legally disposed of. Placement of rock in the fill or removal from the site

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uniform support for mechanical work; or excavate and replace with stable sub-base material

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on all exposed support metal and hangers mounted outdoors and in mechanical rooms.

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or scratched from mechanical equipment supplied; and 2 coats of black rust preventative

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to provided color stenciling of piping for identification; touching up paint that is chipped

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in building requires no painting other than the sizing of the insulation jackets. Contractor

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hereinafter. Refer to Contract Documents for type of paint to be used. All other piping

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as recommended by the individual manufacturer and oil reservoir shall be left full.

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proper tension and sheaves aligned. All motor and equipment bearings shall be lubricated

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and masonry dropping, and left in first class condition. Belt drives shall be adjusted for

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All components of the mechanical systems shall be cleaned on outside of dust, trash, paint

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and return ducts shall be cleaned. All coils are to be combed to remove lint.

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temporary ventilation, filters shall be cleaned or replaced, as necessary, and supply, exhaust

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operated. After the equipment has been used for any purpose such as adjusting, testing, or

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Ductwork, coils, fans and casing shall be cleaned on the inside before fans and filters are

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equipment into particles with a maximum dimension of 6". Otherwise, it must be removed

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as specified.

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year of operation shall be made without cost to the Owner.

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uniform over the face of each air terminal.

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as required.

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have been established.

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changes in calibration.

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manufacturer. Readjustments necessary to accomplish the specified results during the first

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The entire temperature control system shall be adjusted and placed in operation by the

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marked so that they can be restored if disturbed at any time.

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Water and electricity will be furnished by the Owner for the final operating tests.

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used for tests, they shall not be installed until just prior to the tests to avoid possible

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be furnished. If gauges, thermometers, etc., which are to be left permanently installed are

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All labor and technical personnel, instruments and appliances for balancing and tests shall

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not less than 10 days in advance of when final testing and balancing will begin.

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completed reports to the Engineers. The Contractor shall advise the Engineers in writing

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Tabulate the final readings and analysis, and deliver four typewritten copies of the

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determined by operating tests of not less than eight hours duration, after stable conditions

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Record all fan static pressures, equipment rpm's and ammeter readings at each motor.

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Settings of dampers, splitters, and other volume adjusting devices shall be permanently

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traverses. Factory fabricated plugged or capped openings for pitot tubes shall be provided

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terminals, but air quantities in trunk ducts shall be measured by means of pitot tube

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Direct reading velocity meters may be used for comparative adjustment of individual air

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total air quantities. Provide all labor and/or replacement and furnishing of extra sheaves

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branch duct take-offs. Adjusting fan drives shall be used for making final adjustments of

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required for balancing of shorter runs shall be obtained by adjustment of the dampers at

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have the least pressure drop consistent with volume requirements. Additional pressure drop

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Adjustments shall be made so that splitters and volume adjusters close to air terminals will

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shown on the drawings. Distribution from air terminals shall be free from drafts, and

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or remove the required cfm at each supply, return and exhaust terminal as specified or

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of different sizes to accomplish the scheduled specified quantities.

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Air duct systems shall be adjusted and balanced so that air quantities are regulated to deliver

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inspector's National Board registration number.

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stamped in accordance with applicable sections of the ASME Codes. Data shall include

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All unfired pressure vessels furnished under this division shall be constructed, inspected and

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C. Please E-Mail questions and or comments to [email protected] or fax (828-251-1933)

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C. Provide demolition of all Mechanical materials made obsolete by this project and remove

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from site. Owner retains salvage rights.

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1. Medium pressure duct, 2” – 5” WG, or that duct in a VAV system between fan and Medium pressure duct, 2” – 5” WG, or that duct in a VAV system between fan and – 5” WG, or that duct in a VAV system between fan and 5” WG, or that duct in a VAV system between fan and WG, or that duct in a VAV system between fan and terminal box shall be constructed of steel at least 2 U.S. gages heavier than specified for low pressure duct. 2. Test duct for leakage by applying a static pressure of at least 7” WG once the Test duct for leakage by applying a static pressure of at least 7” WG once the WG once the duct has been assembled but before terminals or fans are connected.

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STL U.S. STD GAGE

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DUCT DEMENSIONS IN INCHES

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CONSTRUCTION TRANSVERSE JOINTS

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UP THRU 12

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S SLIP, DRIVE SLIP

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24

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13 THRU 18 19 THRU 30

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S SLIP, DRIVE SLIP BAR SLIP, DRIVE SLIP

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22

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31 THRU 42 43 THRU 54

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POCKET LOCK ON 4' CENTERS, MECHANICAL BOLTED GASKETED, 20 GAGE MECHANICAL, GASKETED, 20 GAGE BOLTED

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20

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55 THRU 60

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MECHANICAL BOLTED, GASKETED 18 GAGE JOINT ON 4' CENTERS 1 1/2 x 1 1/2 x 1/8 ANGELS 2 FEET FROM JOINT

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B.GALVANIZED STEEL MEDIUM PRESSURE DUCT CONSTRUCTIONGALVANIZED STEEL MEDIUM PRESSURE DUCT CONSTRUCTION

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1. Longitudinal joints may be either Pittsburged or snap locked. Longitudinal joints may be either Pittsburged or snap locked. 2. Where round duct is indicated it shall be minimum 26 gage and otherwise conform Where round duct is indicated it shall be minimum 26 gage and otherwise conform to schedule for low pressure duct. 3. Branch take offs shall be throated with the area of the throat being 1.5 times the Branch take offs shall be throated with the area of the throat being 1.5 times the area of the branch. Takeoff shall incorporate single blade damper constructed of hemmed 24 gage steel with at least 2 galvanized strap hinges, connected to ¼” control rod operating through a nylon bearing. 4. Suspension of duct shall consist of 24 gage galvanized strap for duct through 18”. Suspension of duct shall consist of 24 gage galvanized strap for duct through 18”. . For duct 19” through 30” use ¼” rod and 1 ¼” x 1 ¼” x ¼” galvanized angle on through 30” use ¼” rod and 1 ¼” x 1 ¼” x ¼” galvanized angle on use ¼” rod and 1 ¼” x 1 ¼” x ¼” galvanized angle on rod and 1 ¼” x 1 ¼” x ¼” galvanized angle on x 1 ¼” x ¼” galvanized angle on x ¼” galvanized angle on galvanized angle on 4’ centers, for duct through 60” use 3/8” rod and 2” x 2” x 1/8” galvanized centers, for duct through 60” use 3/8” rod and 2” x 2” x 1/8” galvanized use 3/8” rod and 2” x 2” x 1/8” galvanized rod and 2” x 2” x 1/8” galvanized x 2” x 1/8” galvanized x 1/8” galvanized galvanized angle on 3’ centers. centers. 5. Contractor shall confirm duct routing with engineer prior to fabrication and field Contractor shall confirm duct routing with engineer prior to fabrication and field installation.

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A.GALVANIZED STEEL LOW PRESSURE DUCT CONSTRUCTIONGALVANIZED STEEL LOW PRESSURE DUCT CONSTRUCTION

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1. Line all ductwork with 'R' value 5.0 (minimum) acoustical duct liner with Line all ductwork with 'R' value 5.0 (minimum) acoustical duct liner with anti-microbial agent OR wrap with 'R' value 5.0 (minimum) duct wrap. 2. Provide additional duct wrap with 'R' value 3.0 (minimum) for total 'R' value of 8.0 Provide additional duct wrap with 'R' value 3.0 (minimum) for total 'R' value of 8.0 (minimum) for ductwork routed in attics or non-conditioned space.

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C. INSULATION

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SIMS PROJECT #1919

W

W

(E) DATA6

CLOSET2

TOILET RM.4

TOILET RM.9 SUPPLIES

8

ART7

ROBOTICS3

CTE1







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

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# DESC: DATE

E101

ART + CTE PLAN -LIGHTING

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ART + CTE PLAN - LIGHTING

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FIXTURES NEAR TEACHING WALL TO BE

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CONTROLLED SEPARATE FROM OCCUPANCY SENSORS

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FIXTURES NEAR TEACHING WALL TO BE

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CONTROLLED SEPARATE FROM OCCUPANCY SENSORS

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ART-3

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SIMS PROJECT #1919

(E) DATA6 CLOSET

2

TOILET RM.4

TOILET RM.9

SUPPLIES8

ART7

ROBOTICS3

CTE1







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

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SBO

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SHEV

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100

ASH

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ARO

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A 2

8801

p 8

28.2

51.5

550

ww

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haw

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.com

DJS

05/03/1917006

51 N

Bun

com

be S

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C 2

8780

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# DESC: DATE

E102

ART + CTE PLAN -POWER

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ART + CTE PLAN - POWER

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E101

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SCALE: 3/16" = 1'-0"

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WAP AT CEILING

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SPEAKER

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1.ALL RECEPTACLES/DATA OUTLETS LOCATED ON CMU WALLS TO BE ALL RECEPTACLES/DATA OUTLETS LOCATED ON CMU WALLS TO BE SURFACE MOUNTED IN RACEWAY APPROVED BY BUNCOMBE COUNTY SCHOOLS.

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POWER FOR ROLLER SHADES

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ROLLER SHADE CONTROLLER

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PANEL 'CTE'

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PANEL 'ART'

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DATA ABOVE CEILING FOR CAMERA

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+20"

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+84"

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+48"

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+48"

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+48"

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+48"

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POWER FOR POTTERY WHEELS TYPICAL OF 4

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+84"

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RFB

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POWER FOR POTTERY WHEELS TYPICAL OF 4

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CTE-28

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SPEAKER

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SPEAKER

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DATA OUTLETS ON EXTERIOR OF BUILDING 12' ABOVE GRADE FOR CAMERA. PROVIDE SLEEVES THRU WALL AND EXTERIOR CONDUIT RUNS. CONFIRM EXACT LOCATION OF CAMERA AND CONDUIT RUNS WITH ARCHITECT & OWNER PRIOR TO INSTALLATION

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DATA OUTLETS ON EXTERIOR OF BUILDING 12' ABOVE GRADE FOR CAMERA. PROVIDE SLEEVES THRU WALL AND EXTERIOR CONDUIT RUNS. CONFIRM EXACT LOCATION OF CAMERA AND CONDUIT RUNS WITH ARCHITECT & OWNER PRIOR TO INSTALLATION

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SIMS PROJECT #1919

WD

WD

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13

ELEC. CLOS.14

LOBBY10

BOY'S TOILET11

GIRL'S TOILET12

CONCESSIONS13







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

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ENV

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8801

p 8

28.2

51.5

550

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DJS

05/03/1917006

51 N

Bun

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# DESC: DATE

E103

GYM LOBBY PLANS -ELECTRICAL

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1

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GYM LOBBY PLAN - LIGHTING

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E103

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GYM LOBBY PLAN - POWER

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E103

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GFCI

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ALTERNATE-1

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ALTERNATE-1

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RELOCATE EXISTING PANEL HERE. EXTEND ALL CIRCUITS AS NECESSARY.

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EXISTING LIGHTING FIXTURE TO REMAIN AND BE RELOCATED TO LAYOUT SHOWN HERE. RETAIN EXISTING CONTROLS FOR LOBBY AREA. TYPICAL FOR 16.

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1. CONNECT TO EXISTING LIGHTING CIRCUIT IN THIS AREA

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NOTES: 1. CONNECT TO DEDICATED 1P-20A CIRCUIT IN EXISTING RELOCATED CONNECT TO DEDICATED 1P-20A CIRCUIT IN EXISTING RELOCATED PANEL. FIELD VERIFY ACTUAL LOADS ON PANEL PRIOR TO CONSTRUCTION. 2. CONNECT TO CIRCUIT SERVING EXISTING RECEPTACLES IN THIS AREA.CONNECT TO CIRCUIT SERVING EXISTING RECEPTACLES IN THIS AREA.

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SIMS PROJECT #1919

CRICODE

TEMP (K)

COLOR

MARK

PER FIXTURE

DESCRIPTION

VOLT-AMPS

NOTES:

1. COLOR/FINISH OPTIONS SHALL BE SELECTED BY ARCHITECT.

2. SEE ARCHITECT'S REFLECTED CEILING PLAN FOR PRECISE FIXTURE LOCATIONS.

DESCRIPTIONSYMBOL

SINGLE POLE TOGGLE SWITCH, BRASS TERMINAL SCREWS,

20 A

PASS & SEYMOUR # PS20AC1

3

PASS & SEYMOUR # PS20AC3

3-WAY, 20A TOGGLE SWITCH, BRASS TERMINAL SCREWS,

W

OCCUPANCY SENSOR, PIR, WALL MOUNT,

WATTSTOPPER # PW-101

800 WATT, LINE VOLTAGE

WD

OCCUPANCY SENSOR, DUAL TECHNOLOGY, WALL MOUNT,

WATTSTOPPER # DW-100

800 WATT, LINE VOLTAGE

D

EC MUST CONFIRM THAT DIMMER IS COMPATIBLE WITH FIXTURES

DIMMER

TO BE SELECTED

2 x PASS & SEYMOUR # PS5362

TWO DUPLEX RECEPTACLES IN 4x4 BOX

PASS & SEYMOUR # PS5362

DUPLEX RECEPTACLE, 20 AMP,

BRASS STRAP AND BRASS SCREWS

GF

PASS & SEYMOUR # 2097

20 AMP, AUTO SELF TEST

DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTING,

DUPLEX RECEPTACLE, 20-AMP, GFCI, WEATHER RESISTANT

ALUMINUM COVER WP-IN-USE # WIUCAST1

PASS & SEYMOUR # WR5362

WP

EQUIPMENT HARD-WIRED CONNECTION

FIELD VERIFY TO MATCH EQUIPMENT

SPECIAL PURPOSE RECEPTACLE

FIELD VERIFY TO MATCH PLUG PROVIDED WITH EQUIPMENT

EXHAUST FAN

SUPPLIED AND INSTALLED BY MC

CONNECTED BY EC

3. CRI = COLOR RENDERING INDEX.

MOTORIZED DAMPER

SUPPLIED AND INSTALLED BY MC

CONNECTED BY EC

LEGRAND, CSD1000LV (DUAL TECHNOLOGY, PASSIVE INFRARED.

OCCUPANCY SENSOR

(2) TWO CAT 6A CABLES AND JACKS

DATA/COMM OUTLET. INSTALL BOX AND 0.75" CONDUIT FOR

WALL MOUNTED PHONE HANDSET

SPEAKER LOCATION







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ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

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HAM

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ENV

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8801

p 8

28.2

51.5

550

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DJS

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51 N

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# DESC: DATE

E201

SCHEDULES & DETAILS -ELECTRICAL

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

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number of ballasts in fixture

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ballast type used in the fixture

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number of lamps in fixture

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lamp type required in fixture

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Lighting schedule

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Prescriptive

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Method of Compliance:

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ELECTRICAL SYSTEM AND EQUIPMENT

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total wattage per fixture

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total interior wattage specified vs allowed:

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total exterior wattage specified vs allowed:

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Energy Code:

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Performance

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Prescriptive

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ASHRAE 90.1:

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(each fixture type)

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C406.2 More Efficient HVAC Equipment Performance

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C406.3 Reduced Lighting Power Density

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C406.4 Enhanced Digital Lighting Controls

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C406.5 On-Site Renewable Energy

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C406.6 Dedicated Outdoor Air System

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C406.7 Reduced Energy Use in Service Water Heating

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SEE FIXTURE SCHEDULE, SHEET E201

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0.69 W/FT Specified vs 0.87 W/FT Allowed

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N/A

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2

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2

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BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

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2018 APPENDIX B

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(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)

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ELECTRICAL DESIGN

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ELECTRICAL SUMMARY

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Additional Efficiency Package Options

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LEDALITE 24R5LABAJ047DE

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COOPER CROSSTOUR,

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CPL XTOR8BW

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LAMPS

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LIGHTING FIXTURE SCHEDULE

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EMERGENCY LIGHTING FIXTURE, WALL MOUNT

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NICKEL CADMIUM BATTERY

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CHLORIDE # CAX6NH

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8 WATT

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FIXTURE

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SUPPLIED W/

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SUPPLIED W/

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FIXTURE

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EXIT SIGN, LED LAMPS, PLASTIC HOUSING

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ECONOLIGHT E-XPL2RBW

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SUPPLIED W/

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FIXTURE

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ELECTRICAL LEGEND

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2. FINISHES FOR DEVICES AND WALLPLATES SHALL BE SELECTED BY ARCHITECT U.O.N.

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1. THIS LEGEND REPRESENTS A STANDARD EQUIPMENT LIST.

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SOME DEVICES LISTED ABOVE MAY NOT APPLY TO THIS PROJECT.

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S

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S

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A

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LED LINEAR FIXTURE, 4', 100%%% DOWNLIGHT

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LED

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LED

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MD

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1. THIS IS AN INTELLIGENT ADDRESSABLE SYSTEM BY NOTIFIER

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3. FACP SHALL HAVE INTEGRAL SURGE PROTECTION.

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2. FACP SHALL HAVE STANDBY BATTERIES THAT WILL OPERATE

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ALL AUDIBLE/VISUAL APPLIANCES FOR 5 MINUTES.

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4. A FLOOR PLAN SHALL BE MOUNTED NEXT TO THE FACP.

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FOR EACH DEVICE, AND SHALL BE MOUNTED IN A CLEAR PLASTIC

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THE PLAN SHALL SHOW EACH INITIATING DEVICE AND THE ADDRESS

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PROTECTIVE FRAME.

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SYSTEM FOR 24 HOURS, AND AT THE END OF 24 HOURS, OPERATE

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AV

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AUDIO/VISUAL INDICATOR, WALL MOUNT, 87 dBA, 15 cd SYNCHRONIZED

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6. FIRE ALARM WIRING SHALL BE TYPE MC-FPLP CABLE OR TYPE FPLP

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IN METALLIC CONDUIT PAINTED RED ALONG ITS ENTIRE LENGTH.

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COORDINATE WITH OWNER'S TELEPHONE CONTRACTOR.

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7. DACT SHALL BE MADE OPERATIONAL AND TESTED.

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8. TEST THE SYSTEM IN ACCORDANCE WITH NFPA 72 AND ANY ADDITIONAL

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TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

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ALL DEVICES TO BE COMPATIBLE WITH EXITING SYSTEM

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9. FIRE ALARM VENDOR SHALL PROVIDE SYSTEM BATTERY CALCULATIONS

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AND CUT SHEETS FOR EQUIPMENT SUPPLIED.

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MARK

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DESCRIPTION

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FIRE ALARM LEGEND

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FACP

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FIRE ALARM CONTROL PANEL

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V

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VISUAL FIRE INDICATOR, WALL MOUNT, 15 cd SYNCHRONIZED

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M

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MULTI-SENSOR (PE SMOKE & THERMAL)

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F

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PULL STATION

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IAM

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INDIVIDUAL ADDRESSABLE MODULE (IAM)

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PROGRAMMABLE RELAY

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R

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5. IF BUILDING IS SPRINKLED, FLOW SWITCHES AND TAMPER SWITCHES SHALL

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BE PROVIDED BY SPRINKLER CONTRACTOR. PROVIDE IAM TO INTERFACE

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WITH EACH SWITCH. COORDINATE EXACT QUANTITY AND LOCATION WITH

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SPRINKLER CONTRACTOR.

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ENERGY SOLUTIONS INTERNATIONAL

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(ESI) F-24LX-L4L-40-FR

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LED TROFFER, 2x4

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-

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LED

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-

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U1

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LITHONIA LIGHITNG #2BLT2 20L ADP EZ1 LP840

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WITH SURFACE MOUNT KIT #2X2SMKSHP

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LED TROFFER, 2x2, SURFACE MOUNT KIT

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D

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-

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O-10V DIMMABLE

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SPECIFIED BY ARCHITECT

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LED ART ACCENT LIGHTING

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SIMS PROJECT #1919

31

33

35

37

39

41

SPACE ONLY

SPACE ONLY

SPARE

SPARE

SPARE

12

10

4

2

6

8

20A

20A

20A

20A

20A

20A

14

16

18

22

24

20

26

-

-

20A

20A

20A

20A

-

28

30

32

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36

38

40

42

-

-

20A

20A

20A

-

-

-

-

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-

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-

-

-

-

-

-

-

-

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-

-

-

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-

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-

1000

1000

1000

1000

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1000

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-

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-

-

1000

400

1000

1000

7100 4400 4000

SPARE

SPARE

SPARE

SPACE ONLY

SPACE ONLY

SPACE ONLY

RECEPTACLE - POTTERY WHEEL



SPACE ONLY

SPACE ONLY


RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

20A

-

-

-

-

-

-

-

-

20A

20A

20A

20A

20A

-

-

20A

20A

20A

20A

-

1100

11

9

7

5

3

1

SPARE

SPARE

SPARE

SPARE

LIGHITNG - CORRIDOR

LIGHITNG - ART

19

15

13

17

21

23

25


SPACE ONLY

SPACE ONLY




SPACE ONLY

27

29

31

33

35

37

39

41

ROLL-UP DOOR MOTOR

-

EXISTING HVAC

FIELD VERIFY EXACT REQUIREMENTS

-

12

10

4

2

6

8

20A

20A

20A

20A

20A

20A

14

16

18

22

24

20

26

20A

20A

20A

20A

20A

20A

20A

28

30

32

34

36

38

40

42

20A

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

500

500

-

-

-

-

-

-

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

-

1000

1000

-

-

1000

400

1000

1000

7000 5400 5000

-

RELOCATED FROM PANEL 'C5'

EXISTING SURGE SUPRESSOR

-


EXISTING HVAC

-

ROLLER SHADES

SPARE

RECEPTACLES

RECEPTACLES

RECEPTACLES

SPARE

SPARE

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

RECEPTACLES

20A

20A

-

-

-

-

3P

50A

-

20A

20A

20A

20A

20A

20A

20A

20A

20A

20A

20A

20A

1000

11

9

7

5

3

1

RECEPTACLES

SPARE

SPARE

SPARE

LIGHTING - ROBOTICS

LIGHITNG - CTE

19

15

13

17

21

23

25

RECEPTACLES

SPARE

SPARE

RECEPTACLES

RECEPTACLES

RECEPTACLES

SPARE

27

29

EXISTING HVAC


- -


EXISTING HVAC


-







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

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SBO

RO-A

SHEV

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PHASE:

12 S

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AV

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UNIT

100

ASH

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p 8

28.2

51.5

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# DESC: DATE

E202

SCHEDULES & DETAILS -ELECTRICAL

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LOCATION:

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BUS RATING:

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FULLY RATED

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INTERRUPTING RATING:

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TYPE:

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22,000

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PANEL DESIGNATION:

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VOLTAGE RATING:

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ART

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208Y/120

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MLO

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SPECIAL FEATURES:

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AMPS RMS

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AMPS

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PANEL SCHEDULE

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SEE PLAN

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200

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OTHER REQTS:

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PHASE:

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3

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NO. OF WIRES:

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4

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NEMA 1 ENCLOSURE

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SURFACE MOUNT

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PRL1a

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LOAD

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CIRC.

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NO

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CB

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PHASE A

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LOAD

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AMP

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TOTAL CONNECTED LOAD

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CB

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PHASE C

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VA

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PHASE B

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VA

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VA

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NO

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CIRC.

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VA

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44

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15,500

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1. COPPER BUS.

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2. BOLT-ON C/B.

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LOCATION:

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BUS RATING:

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FULLY RATED

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INTERRUPTING RATING:

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TYPE:

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22,000

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PANEL DESIGNATION:

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VOLTAGE RATING:

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CTE

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208Y/120

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MLO

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SPECIAL FEATURES:

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AMPS RMS

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AMPS

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PANEL SCHEDULE

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SEE PLAN

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200

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OTHER REQTS:

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PHASE:

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3

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NO. OF WIRES:

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4

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NEMA 1 ENCLOSURE

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SURFACE MOUNT

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PRL1a

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LOAD

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CIRC.

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NO

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CB

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PHASE A

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LOAD

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AMP

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TOTAL CONNECTED LOAD

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CB

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PHASE C

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VA

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PHASE B

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VA

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VA

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NO

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CIRC.

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VA

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50

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17,400

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1. COPPER BUS.

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2. BOLT-ON C/B.

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NOTES: 1. FEED PANEL 'CTE' FROM EXISTING BREAKER FEEDING EXISTING PANEL 'C5'. FEED PANEL 'CTE' FROM EXISTING BREAKER FEEDING EXISTING PANEL 'C5'. 2. FIELD VERIFY EXISTING HVAC POWER REQUIREMENTS AND REPORT TO FIELD VERIFY EXISTING HVAC POWER REQUIREMENTS AND REPORT TO ENGINEER TO CALCULATE TOTAL CONNECTED LOAD ON PANEL 'CTE'.

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NOTES: 1. FEED PANEL 'ART' FROM EXISTING BREAKER FEEDING EXISTING PANEL 'D5'. FEED PANEL 'ART' FROM EXISTING BREAKER FEEDING EXISTING PANEL 'D5'. 2. FIELD VERIFY EXISTING HVAC POWER REQUIREMENTS AND REPORT TO FIELD VERIFY EXISTING HVAC POWER REQUIREMENTS AND REPORT TO ENGINEER TO CALCULATE TOTAL CONNECTED LOAD ON PANEL 'ART'.

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SIMS PROJECT #1919







SHEET NUMBER




ISSUE DATE:

DRAWN BY:

REVISIONS:

SHEET NAME:

PROJECT #:

-DUR

HAM

-GRE

ENV

ILLE

-PITT

SBO

RO-A

SHEV

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MH

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PHASE:

12 S

. LEX

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TON

AV

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UNIT

100

ASH

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LE, N

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H C

ARO

LIN

A 2

8801

p 8

28.2

51.5

550

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DJS

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# DESC: DATE

E301

ELECTRICAL SPECIFIACTIONS

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END OF SECTION

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The Owner's operating personnel shall be present. Adjust or correct equipment as required for

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proper performance. Clean equipment and luminaires.

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5.4 Operating Instructions: Conduct a walk-through instruction seminar for the Owner's personnel.

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Explain the identification system, operation diagrams, emergency and alarm provisions, and

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sequencing requirements. Also explain requirements related to: seasonal provisions, security,

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5.5 Training: Contractor shall provide training on all major equipment, controls, etc, as part of the

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responsibility for operation of the electrical equipment and systems to the Owner's operating

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personnel. However, until the time of final acceptance, provide one electrician, who is

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completely familiar with the work, to consult with and continue training the Owner's

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of operational data on electrical equipment and systems through the closeout period; record hours

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of operation, assigned personnel, fuel consumption, etc. Submit copy to Owner.

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5.2 Record Drawings: Give special attention to the complete and accurate recording of underground

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circuits, and other concealed or non-accessible work. Record change orders where not shown

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accurately by contract documents. Submit to Architect/Engineer at end of project one set of

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reproducible sepias that show all changes in the electrical work.

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5.3 Closeout Equipment/Systems Operations: Contractor shall demonstrate sustained, satisfactory

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performance of all equipment and systems in a test run of appropriate duration.

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safety, and efficiency.

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contract.

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personnel.

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5. PART 5 ELECTRICAL WORK CLOSEOUT

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E. The Contractor shall install all materials in accordance with State and Local Building Code.

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J. Electrical service shall meet the requirements of and be coordinated with Utility.

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I. Telephone service shall meet the requirements of and be coordinated with Utility.

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F. All equipment shall be UL or ETL listed for purpose specified.

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Any work that does not comply shall be made to comply at the contractor's expense.

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provided. One set shall have all sheets individually encased in clear, plastic document

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with rigid permanent vinyl covered back and front. Separators with index tabs shall be

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B. Fire Alarm: NFPA 72.

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C. Electrical: NFPA 70.

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protectors.

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Provide conduit with pull cords for HVAC control circuits.

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devices, fire alarm system, and other required materials and labor to produce a complete and

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A. Provide electric meter, electric service, power distribution equipment, conductors, luminaires, wiring

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operating electrical system. Coordinate service with utility and advise owner of service application procedure.

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Provide conductors and conduit for all equipment in project.

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Wiring Devices

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Luminaires

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F. Product Data: 6 sets, including 3 sets for maintenance manuals. Data shall include the

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D. All submittals shall have the Contractor's stamp with approval signature.

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B. Identify items with marks to match those shown on drawings.

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B. Notify Engineer of discrepancies in the Contract Documents.

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and utility companies. After-hours work may be required to interrupt service.

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A. Coordinate construction and utility outages (if any) with Owner, all other trades,

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D. Provide temporary power during construction.

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C. All work and materials shall be guaranteed for one year from date of substantial

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B. Obtain all permits, pay all fees, and request inspection from authority having jurisdiction.

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H. Warranties: 6 copies, including 3 for maintenance manuals.

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A. Basic Electrical Requirements specifically applicable to Division 16 in addition to

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E. Highlight deviations from specified materials.

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4.1 SUBMITTALS

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C. Architect shall approve all colors.

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1.3 WORK SEQUENCE

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I. Maintenance Manuals: 3 complete sets in loose-leaf 3-ring binders,

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G. Test Reports (if required): 3 copies

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Safety Switches

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Panelboards

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following:

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completion.

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1. PART 1 GENERAL

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1.2 SCOPE OF WORK

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Division 1 - General Requirements.

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BASIC ELECTRICAL REQUIREMENTS

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SECTION 16010

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electrical work.

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life safety plans to locate rated assemblies.

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2.2 General:

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F. Electrical Contractor shall provide all penetrations and patching required to install

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B. Provide U.L. listed Fire-Stop penetrations through rated assemblies. See Architectural

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supplied by other trades prior to ordering electrical materials.

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system, and other required materials. Coordinate electrical requirements for equipment

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A. Provide all luminaires, wiring devices, conductors, switches, disconnects, fuses, fire alarm

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C. Identify major equipment with engraved Lamacoid labels.

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E. Gang mount switches. Provide continuous switchplate.

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The operating personnel shall be instructed regarding each maintenance procedure.

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The instructions shall list each item of equipment requiring inspection, lubrication, or other service.

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4.3 MAINTENANCE INSTRUCTION: Typewritten instructions for maintenance of the systems in itemized

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form and with time schedule shall be furnished.

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D. Provide typed panelboard directories.

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2.1 Coordinate work with other Trades.

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2. PART 2 GENERAL DESCRIPTION OF WORK

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1.7 EXCAVATING FOR ELECTRICAL WORK

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Provide name and address of Controls manufacturer and installer.

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description of control systems, catalog data, and calibration instructions for all

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4.2 CONTROL DATA: Provide control diagrams and wiring diagrams where applicable; include

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required for the installation.

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to fit into the available space, prepare coordination drawings showing the actual dimensions

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I. Coordination Drawings: For locations where several elements of electrical (or combined

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E. Arrange electrical work in a neat, well organized manner. Conduit shall run parallel with

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D. Conceal all materials except where the Architect grants specific permission to do

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C. Refer to Architectural Drawings for dimensions, locations, cabinets, etc. Do not scale

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electrical equipment.

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1.6 SUBSTITUTIONS:

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components.

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primary lines of the building construction.

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requirement of Project Closeout.

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Electrical Drawings.

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otherwise.

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G. Support all luminaires, materials, and equipment from building structure.

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C. E-Mail questions or comments to [email protected] or fax (828-251-1933)

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4. PART 4 DOCUMENTS AND SUBMITTALS

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Surge Protective Devices (SPDs)

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A. Some of the design requirements stated for this project exceed the minimum requirements

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2.3 Design Requirements vs. Code Minimum Requirements.

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of the NEC. These decisions are usually made in order to:

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1. Increase reliability of the system.

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2. Increase service life of system components.

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3. Enhance system safety beyond the minimum requirements of the NEC.

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B. Design requirements that may exceed NEC minimum are most often associated with the

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following:

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1. Insulation type.

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2. Conductor size.

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3. Conduit type.

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4. Conduit couplings.

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bid is accepted, then the equipment shall be provided as specified. Contractor submitting substitutions

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engineer prior to bid with any questions. If substitutes are not submitted within 14 days after the

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necessarily to limit submittals. Substitutions may be accepted if approved as equivalent. Contact

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The purpose of specifying equipment by catalog number is to establish quality standards, not

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F. Locate operating and control equipment with adequate access for operation and maintenance.

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shall be responsible for any additional cost resulting from the substitution.

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completed.

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is necessary to install the electrical work. The contractor shall coordinate the

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work with other excavating and backfilling in the same area, including dewatering, floor

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of the Division 2 sections, for plumbing work excavating and backfilling. Refer instances

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excavation/removal shall be performed by the General Contractor.

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The Electrical subcontractor shall lay out his work and perform all normal excavation.

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If rock is encountered, it shall be removed by the General Contractor.

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The General Contractor shall be responsible for providing backfill material.

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D. Sequencing: Delay backfill and encasement of conduit until testing of conductors has been

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H. Install all materials and equipment in accordance with manufacturer's instructions.

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5. Size of equipment grounding conductor. See NEC section 250.4A5.

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Fire Alarm System

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A. Above grade: EMT with compression-type steel couplings and connectors.

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3.2 Conduit and Raceway:

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3.1 Conductors:

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Exceptions: control wiring, 120V receptacles, and switches may use trade size 1/2" if sized per NEC.

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D. Conduit shall be trade size 3/4" minimum unless otherwise noted.

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B. Below grade: Schedule 40 PVC with Schedule 80 PVC risers.

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1. Conductors above grade shall be THWN-2 copper.

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B. All conductors shall be in conduit or other approved raceway.

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A. Unless otherwise noted on plans:

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3. PART 3 CONDUCTORS & CONDUIT

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2. Conductors underground or under slab shall be XHHW copper.

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E. Approved manufacturers. (No other manufacturer's products are permitted.)

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SOUTHWIRE

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AFC

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GENERAL CABLE

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OKONITE

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CERROWIRE

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F. Line-voltage conductors shall not be smaller than #12 AWG.

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G. Branch circuits longer than 75 feet shall be wired with conductors #10 AWG

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or larger.

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and clamps, or other approved method.

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F. Support conduit from building structure with threaded rods and hangers, trapeze hangers, channel

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C. Provide EGC (equipment grounding conductor) with all circuits. Some EGCs

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are sized larger than the NEC minimum. This is done in order to reduce

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the probability of EGCs being damaged during ground faults.

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D. Conductors smaller than #8 AWG shall be solid.

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E. Type MC Cable with copper conductors and green ground may be used for concealed branch circuits.

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Redhead bushings shall be provided at each termination.

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ENCORE WIRE

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C. Raceway Seal: Where a raceway enters a building or structure from an underground distribution

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system, it shall be sealed in accordance with NEC 300.5(G). Spare or unused raceways shall

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also be sealed.

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Sealant shall be American Polywater FST or equivalent.

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K. Panelboards shall have copper bus unless otherwise noted.

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L. Electrical circuits shall not share neutrals unless otherwise noted.

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SIMS PROJECT #1919