Reedy & Sykes

613 East Elk Avenue

Elizabethton, Tennessee 37643

(423) 543-4781

Architecture and Design

FAX: (423) 543-4830

ARCHITECT'S PROJECT No. C00218

ELIZABETHTON, TENNESSEE

COVER

LIFE SAFETY PLANLS-1

DRAWING LIST

Architect

(865) 637-4451

FAX: (865) 637-1558

Engineers, Inc.

Knoxville, TN 37939

Vreeland

P.O. Box 106489816 West Andrew Johnson Hwy.

Mosheim, TN 37818

Ph/Fax: 423-422-2111

SITE PLAN AND DETAILSSP-1

SITE PLAN - ELECTRICALSE-1

ELIZABETHTON, TN 37643529 SOUTH SYCAMORE STREET

THE OLD AMHERST BUILDING.SITE:

VICINITY MAP

RENOVATIONS FOR:

CARTER COUNTY EMERGENCY

OPERATIONS CENTER

1/8" DEMOLITION PLAN AND FLOOR PLANA-1

1/4" FLOOR PLANA-2

FINISHES PLAN, WINDOW/DOOR SCHEDULES, RCPA-3

ELEVATIONS AND DETAILSA-4

TOILET AND HC DETAILSA-5

FLOOR PLAN - LIGHTINGE-1

FLOOR PLAN - POWERE-2

July 22, 2019

FEEDER DIAGRAM AND PANELBOARDE-6

FLOOR PLAN - POWERE-3

OVERALL FLOOR PLAN - ELECTRICALE-4

SCHEDULES, LEGENDS AND DETAILSE-5

PLUMBING PLANP-2SCHEDULES, NOTES AND DETAILSP-1

HVAC FLOOR PLANM-2HVAC SCHEDULES, LEGEND AND DETAILSM-1

& LittonThompson

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C00218

6" 6" 6"

6"

6"

2'-6"

3'-0"

1-1/

2"

BEFORE INSTALLATIONOF RUST INHIBITING PAINTNOTE: PAINT WITH 2 COATS

CROWN1/2" MIN. CONCRETE

WITH CONCRETEPIPE - FILL SOLID6" DIAMETER STEEL

CRUSHED STONE BASE

BITUMASTIC PAINTGRADE WITH 2 COATS OFPAINT STEEL BELOW

1'-6" DIAMETERCONCRETE FOOTING -

ASHPALT PAVING

2"

3'-2"

6" MIN.

EXISTING SIDEWALK

LS-1 N.T.S.

TYPICAL BOLLARD DETAIL

15'-0"

SETBACK

35'-0"

SE

TB

AC

K

25'-0"

SE

TB

AC

K

EXISTING BUILDING FOOTPRINT

EXISTING PARKING LOT

15'-0"

SETBACK

STATE LINE ROAD

SOUTH SYCAMORE ROAD

B-2 ARTERIAL BUSINESS ZONE

B-2 ARTERIAL BUSINESS ZONE

B-2 ARTERIAL BUSINESS ZONE

1" = 30'-0"

SITE PLAN

ALTERNATE #1

6'-0" CHAIN LINK FENCE

ALTERNATE #1

6'-0" CHAIN LINK FENCE

ALTERNATE #1

6'-0" CHAIN LINK FENCE

ALTERNATE #1

6'-0" CHAIN LINK FENCE

ELIZABETHTON, TN 37643

629 SOUTH SYCAMORE STREET

ADDRESS:

288'-9 1/4 "

224'-7 1/8 "

303'-9 15/16 "

272'-8 1/16 "

FE

NCIN

G (

ALT

ER

NA

TE #

1)

FENCING (ALTERNATE #1)

FE

NCIN

G (A

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NA

TE #

1)

FENCING (ALTERNATE #1)

PROPERTY LINE

PROPERTY LINE

OUTSIDEINSIDE

x

x

xxx

TYPICAL FENCE SECTION - ALT #1SP-1 1/2" = 1'-0"

SP-1 1/2" = 1'-0"

CHAIN LINK

TRUSS ROD

THREE STRAND BARB WIRE

1 2

ALTERNATE #1. DETAIL 1/SP-1

AUTOMATED SLIDING FENCE GATE

26'-0" X 6'-0" CHAIN LINK

25'-0"

25'-0"

THE GATE AND FROM THE DISPATCH.

OPERATED VIA A KEYPAD OUTSIDE

THE GATE OPENING SYSTEM WILL BE

ELECTRIC GATE OPENING SYSTEM.

SECURITY GATE TO OPEN USING A

NOTE:

ALTERNATE #1. DETAIL 1/SP-1

AUTOMATED SLIDING FENCE GATE

26'-0" X 6'-0" CHAIN LINK

FOR EXITTING VEHICLES

SENSOR TO ONLY OPEN SECURITY GATE

PROVIDE SENSOR FOR SECURITY GATES.

NOTE:FOR EXITTING VEHICLES

SENSOR TO ONLY OPEN SECURITY GATE

PROVIDE SENSOR FOR SECURITY GATES.

NOTE:

SHEET AND A-2 FOR REQ'S

6" PIPE BOLLARDS AT 5'-0" O.C. SEE THIS

3

SECURITY FENCE GATE - ALT#1

26'-0" GATE OPENING

8" MIN. DIA. CONC.

POST FOUNDATION

7 GA. TENSION

WIRE

9 GA. STEEL

FABRIC. 2" MESH

2.375" O.D.

PIPE POSTS

7 GA. TENSION

WIRE

12", 3-STRAND 4-POINT

BARBED WIRE ANTI-CLIMBER

6'-0"

2'-9"

3"

EXISTING FENCE

EXISITNG DRIVE

MENT WHERE CONDUIT CROSSSES OVER

AT EDGE OF PAVEMENT. PATCH PAVE-

GATE OPERATORS THROUGH GRASS

ROUTE CONDUIT FOR SLIDING FENCE

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This Dra

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613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

esig

n. It shall n

ot be c

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d, re

pro

duced,

or used in a

ny m

anner

without

written permissio

n.

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ASST DIRECTOR

DIRECTORLOBBY

A. OCCUPANT LOAD CALCULATIONS BASED ON:

449 / 100 = 6 OCCUPANT LOAD

106 / 300 = 2 OCCUPANT LOAD

100 SQ FT NET PER PERSON OFFICES BUSINESS B:

245 / 300 = 2 OCCUPANCY LOAD

MAX DISTANCE

1/8" = 1'-0"

LIFE SAFETY FLOOR PLAN

1 HOUR RATED WALL

LEGEND

3

360

OCCUPANCY LOAD FOR ROOM

MAXIMUM EXIT EGRESS ALLOWABLE BY DOOR WIDTH

MAXIMUM TRAVEL DISTANCE

1 HOUR RATED WALL ASSEMBLY

1

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F

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FIRE EXTINGUISHER, #MP10CABINET, #2409-SM, W/ LARSEN'S LARSEN'S FIRE EXTINGUISHER

150 / 100 = 2 OCCUPANT LOAD

54 OCCUPANTSTOTAL OCCUPANCY LOAD:

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ELECMECH

OFFICE RADIO

SITUATION ROOM

JANRR

EXIT

1

2

2

1

21

1

2 2

38

1

CODE COMPLIANCE DATA:

OCCUPANCY CALCULATION:

1.

2.

3.

4.

Occupancy Classification:

Construction Classification:

Allowable Building Height:

Actual Building Height:

4-Stories, 55 Feet (IBC Table 503)

1-Story, 22 Feet

5.Allowable Building Area:

I = 0.75 (or 75%)

I = [ F/P-0.25 ] W/30

= [ 753/753-0.25 ] 30/30f

f

Structural Frame

Interior Bearing WallsInterior Non-bearing WallsFloor ConstructionRoof Construction

0 hour

0 hour0 hour0 hour0 hour

a. Level (ramps, doors, corridors)

6.Actual Building Area:

8.Calculated Occupancy:

Exterior Bearing WallsExterior Nonbearing Walls

0 hour (Noncombustible > 10 feet Separation)0 hour (Noncombustible)

7.Occupant Load Calculations Based on:

2.

1. Applicable Components from IBC Table 601 and Rating Required:

1. Maximum Travel Distance:

2.Egress Width per Person Served:

(Based on Type II-B)

3.Corridor Fire Resistance Rating

[IBC Table 1018.1 ]

(c) The International Mechanical Code (IMC), 2012 edition, published by the International Code Council (ICC):

(d) The International Plumbing Code (IPC), 2012 edition, published by the International Code Council (ICC);

(e) The International Fire Code (IFC), 2012 edition, published by the International Code Council (ICC);

(f) The International Energy Conservation Code (IECC), 2012 edition, published by the International Code Council (ICC);

(g) For state buildings, educational occupancies and any other occupancy requiring an inspection by the state fire marshal for

initial licensure, NFPA 101 Life Safety Code, 2012 edition, published by the National Fire Protection Association (NFPA); and,

(h) No provision of the preceding cited publications shall be adopted that conflicts with:

Comp. R. & Regs. 0780-02-14-.02;

1. The installation and service standards of portable fire extinguishers and fixed fire extinguisher systems in Tenn.

(i) Americans with Disabilities Act (ADA) Accessibility Guidelines - 2010 Edition;

(j) National Electric Code (NFPA 70) - 2017 Edition.

1. Chapter 11 Accessibility.

(a) International Building Code (IBC), 2012 edition, published by the International Code Council (ICC), except for:

(b) The International Fuel Gas Code (IFGC), 2012 edition, published by the International Code Council (ICC);

a. From IBC Table 503 =

b. IBC Area Modification:

1. Frontage Increase - IBC Section 506.2 = = [ 1.0 - 0.25 ] .1.067

Frontage Increase Calculation:

Total Allowable Area: 30,250 SF

See Occupancy Calculations above for different areas

[LSC 38.3.2.1 and 8.7.1.1 (2), and 8.7.1.2 ]

3.Minimum Corridor Width:

200 feet (LSC 12.2.6.2 (1) and IBC 1028.7)

44 inches (IBC Table 1018.2 and LSC 12.2.3.8)

15 SQ FT NET PER PERSON SITUATION ROOM BUSINESS B:

100 SQ FT NET PER PERSONRADIO BUSINESS B:

50 SQ FT NET PER PERSONRESTROOM BUSINESS B:

300 SQ FT NET PER PERSONMECH/ELEC BUSINESS B:

100 SQ FT NET PER PERSONLOBBY BUSINESS B:

911

F

911

300 SQ FT NET PER PERSON911 STORAGE BUSNIESS B:

B. APPLICABLE CODES

C. CODE DATA FOR BUSINESS GROUP B

IBC - Business - Group B

LSC - Business

Type II-B Not Sprinkled (IBC 602.2, Table 601)

23,000 SF

17,280 SF

D. FIRE PROTECTION REQUIREMENTS

E. EGRESS REQUIREMENTS

1 HR

1 HR

Jan and Storage Rooms exceeding 100 sq ft:

0.2 inches

79'-0"

F

F

EXISTING WALL

213

213

746 / 15 = 38 OCCUPANT LOAD

70 / 100 = 1 OCCUPANT LOAD

BREAK

66 / 50 = 2 OCCUPANT LOAD

67 / 100 = 1 OCCUPANT LOAD

1

1

54 Persons

2,353 Square Feet EOC this project - 7,860 Total Square Feet including 911

CONCRETE SLAB

UL #U465

TYPICAL 1-HOUR NON-BEARING FIRE WALL

* BEARING THE UL CLASSIFICATION MARKING TYPE S-12 PAN HEAD STEEL SCREWS. O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH ½" LONG RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX. 24"6. FURRING CHANNEL (OPTIONAL): BASEBOARD. JOINTS REINFORCED. PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32" THICK GYPSUM VENEER SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND5. JOINT TAPE AND COMPOUND: United States Gypsum Co. - Type AR, C, IP-X2, SCX, SHX, WRC or WRX. National Gypsum Co. - Types FSK-G, FSW-G. Georgia-Pacific Corp., Gypsum Div. - Type GPFS-6 or GPFS-C. FURRING CHANNELS WITH 1" LONG, TYPE S STEEL SCREWS SPACED 12" O.C. WHEN ATTACHED TO FURRING CHANNELS, WALLBOARD IS SCREW ATTACHED TO ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS TRACK WITH 1" LONG, TYPE S SELF-TAPPING STEEL SCREWS SPACED 8" O.C. 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING4. WALLBOARD, GYPSUM: * STUD CAVITY. MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING3. BATTS AND BLANKETS (OPTIONAL): FORMED FROMNo. 25 MSG (MIN) GALV STEEL SPACED 24" O.C. MAX. CHANNEL SHAPED, 3 5/8" WIDE (MIN), 1 1/4" LEGS, 3/8" FOLDED BACK RETURNS,2. STEEL STUDS: SPACED 24" O.C. MAX. MSG (MIN.) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.), 1 1/4" LEGS FORMED FROM No. 251. FLOOR AND CEILING RUNNERS:

AND FLOOR AIRTIGHT!NOTE: CAULK ALLJOINTS AT CEILING

1" = 1'-0"

FASTENERS AT 24" O.C.WITH 1-1/4" LEGS - ATTACH TO DECK WITHSTEEL RUNNER OF 25 MSG STEEL

GYPSUM WALLBOARDFIRECODE TYPE "X"

STEEL STUDS AT 24" O.C.

REQURING SOUND INSULATIONFINISHES PLAN FOR AREASSOUND INSULATION - SEEFIBERGLASS BATT

WITH FASTENERS AT 24" O.C.WITH 1-1/4" LEGS - ATTACH TO FLOORSTEEL RUNNER OF 25 MSG STEEL

SEE FLOOR PLANS FOR STEEL STUD SIZES AT INDIVIDUAL WALLS.NOTE:

1

LS-1

100 SQ FT NET PER PERSONKITCHENETTE BUSINESS B:

WITH OWNERCABINET WITH LOCAL AUTHORITIES ANDVERIFY LOCATION OF DIFUBULATOR

AUTHORITIES AND OWNER.KNOX BOX WITH 911 OFFICES AS PER LOCALNEW EOC OFFICES TO SHARE EXISTING

7-22-2019

Reedy & S

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This Dra

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Pr. No.

Dr. by

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Date

of

No.

613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

esig

n. It shall n

ot be c

opie

d, re

pro

duced,

or used in a

ny m

anner

without

written permissio

n.

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A-11

1/8" = 1'-0"

DEMOLITION FLOOR PLAN

5

F

WH

LS-1 FOR LOCATIONSRELOCATE EXISTING F.E. SEE

ON STOREFRONTNO WORK REQUIRED

HALLWAYWALL AS SHOWN FOR NEW REMAIN - REMOVE DOOR ANDEXISTING 1 HR WALL TO

REMAINEXISTING 1 HR WALL TO

OF FRONT FACADESALVAGED FROM DEMOLITION AT ENDRE-INSTALLED STOREFRONT WINDOW

REMOVE STOREFRONT

1//8" D

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1/8" = 1'-0"

OVERALL FLOOR PLAN

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SEE SHEET A-2 FOR DIMS

RELOCATED HM DOOR AND FRAME

911 STORAGE ROOM.DOOR TO BE REINSTALLED ON

TOWARD END WALLMOVE EXISTING X BRACING TO NEXT BAY

BE LOCATED TO MISS X BRACINGTHIS LOCATION. WINDOW TOMETAIL BUILDING PANELS ATWALL BELOW WINDOW TO REMAINNEW STOREFRONT WINDOW UNITREMOVE WALL TO INSTALL

LOCATED X BRACINGSEE DETAIL SHEET A-4. LOCATE WINDOW TO MISS RE-FILLED TO MATCH CONDITIONS ON FRONT OF BUILDINGALL WALL BELOW NEW WINDOW TO BE REMOVED ANDWINDOW TO BE INSTALLED AT THIS LOCATION. NOTE EXISTING DOOR TO BE RELOCATED. NEW STOREFRONT

NEW EOC SPACEEXISTING 911 SPACE

21'-6" 20'-4

11'-6

UNTIL INSTALLATION.KEEP IN PROTECTED, CONTROLLED AREAFOR FRONT OFFICE ON FRONT FACADE.REMOVE AND SALVAGE WINDOW UNIT

TO ANY WORK BEING DONE IS REQUIREDANY OTHER SYSTEMS. NOTICE OF A MINIMUM OF 2 DAYS PRIORWORK THAT WILL REQUIRE SHUTTING OFF WATER OR POWER OR911. CAREFULLY COORDINATION WITH 911 IS REQUIRED FOR ALLNOTE: NEW EOC OFFICES TO SHARE EXISTING UTILITIES WITH

CLEARNANCE AROUND NEW HVAC UNITSSLAB. FIELD VERIFY 4'-0" WALKWAY@ 12" O.C. AT MID HEIGHT OF SIDEWALKDOWEL NEW PAD WITH #4 HORZ DOWELSNEW CONCRETE SIDEWALK/HVAC PAD

CRUSHED STONE6x6xW2.9/W2.9 WWF ON 4" COMPACTED6" CONCRETE SLAB ON GRADE WITH

7-22-2019

Reedy & S

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This Dra

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g is a

n Instru

ment of Service a

nd re

mains

Pr. No.

Dr. by

Ck. by

Date

of

No.

613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

esig

n. It shall n

ot be c

opie

d, re

pro

duced,

or used in a

ny m

anner

without

written permissio

n.

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A-21 5

1/4" F

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1/8" = 1'-0"

1/4" FLOOR PLAN

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SITUATION ROOM

DIRECTOR

ASST DIRECTOR

HALLWAY

LOBBY

911

911

JAN

RR

ELECMECH

OFFICE

RADIO

CLOSET CLOSET

CLOSET

11'-11 7/8 "3 5/8 "11'-10"3 5/8 "7'-6 3/4 "3 5/8 "4'-2"

3 5/8 "

4'-7 3/8 "3 5/8 "6'-6"3 5/8 "4'-1 3/4 "3 5/8 "7'-8 3/4 "

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

3 5/8 " 3'-9 1/8 "

5'-11 3/4 "

18'-3 1/4 "14'-2 3/4 "

3 5/8 "

9'-11"3'-9 5/8 "

3 5/8 "

11'-6" 3 5/8 "

10'-2"

3 5/8 "

2'-0"

3 5/8 "

5'-3 5/8 "

20'-5 1/8 "

12'-5 5/8 "

6'-10 3/8 "

1'-3 5/8 "

3 5/8 "

3'-0"

3 5/8 "

7'-3 5/8 "

3 5/8 "

2'-0"

8'-5 5/8 "

5'-0"

3 5/8 "

5'-0"

3 5/8 "

2'-0"

3 5/8 "

10'-0 3/4 "

3 5/8 "

10'-0 3/4 "

5'-9 1/4 "

3 5/8 "

3 5/8 "

25'-8 3/4 "

3 5/8 " 32'-6"

1'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0" 26'-0"

AT 5'-0" O.C. - SEE SP-16" DIAMETER BOLLARDSSEE 2/A-4 FOR DETAIL

SALVAGED WINDOW REINSTALLED

SEE DETAIL 1/A-4 FOR DETAILSINFILL WHERE STOREFRONT WAS REMOVED2

A-41

A-4

4'-0"

A

A-4

THRESHOLD, DOOR FRAMINGREMOVE EXISTING DOOR,

TO EAVE HEIGHT

1

N.T.S.

EXTERIOR WALL PATCHING DETAIL

LIGHTING. CAP AND CAULK OPENINGS.REMOVE EXISTING AWNING AND

PANEL PROFILE AND COLOR.INSULATION OVER VOID. MATCH EXISTING REMOVED, INSTALL NEW METAL PANEL AND AFTER DOOR AND AWNING HAS BEEN

REINSTALL METAL BUILDING FLASHING AT BASE

SIDEGO TO NEAREST FULL PANEL ON EACHWHERE INFILLING METAL PANELS

1 HR WALLEXISTING

1 HR WALLEXISTING

A-2

15'-4 1/2 "3 5/8 "4'-1 3/4 "

15'-4 1/2 "3 5/8 "

ALL COLUMNSOVERALL DIMENSION, TYPICAL ATCOLUMNS AS TIGHT TO MINIMIZEFINISHED WITH GYP BOARD. WRAPWITH LIGHT GUAGE FRAMING NOTE: WRAP EXISTING COLUMNS

A B

8'-6"

1'-6"

REFRIGERATOR-N.I.C.

KITCHEN ELEVATION

CABINETRYPLASTIC LAMINATE

2'-1"

2'-0"

CABINETSPLASTIC LAMINATE

CABINETSPLASTIC LAMINATE

BY OWNER. COORDINATE WITH OWNER.CONTRACTOR TO INSTALL APPLIANCES SUPPLIED NOTE:

CABINETRYPLASTIC LAMINATE

PROVIDE SHOP DRAWINGSALL CABINETS AND DRAWERS AS SHOWNPROVIDE ADJUSTABLE SHELVING AT

SITUATION ROOM

ROOMTYPICAL AROUND PERIMETER OFSOUND ATTENUATION BOARD

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

SINK BASE

PROVIDE SHOP DRAWINGSALL CABINETS AND DRAWERS AS SHOWNPROVIDE ADJUSTABLE SHELVING AT

PROVIDE SHOP DRAWINGSALL CABINETS AND DRAWERS AS SHOWNPROVIDE ADJUSTABLE SHELVING AT

3'-0"

1'-6"

3'-6"

ALONG REAR OF BUILDING AT OTHER DOORS.STOOP UP TO DOOR TO MATCH EXISTING CONDITIONSAT NEW DOOR LOCATION PROVIDE CONCRETE

AT REAR AND SIDE OF BUILDINGFRAMING WITH R-15 BATT FIBERGLASS INSULATIONPROVIDE 3 5/8" INSET WALL BETWEEN METAL

TIGHT TO BARS.WALL TO INSIDE OF BRACING HOLDINGNOT TO INTERFERE WITH X BRACING. SETNOTE: AT SIDE WALL INSET WALL IS

MISS EXISTING X BRACINGFIELD LOCATE WINDOW TO

CLOSER TO COLUMN IF NEEDED.WAS MOVED TO THIS BAY. MOVE WINDOWTHIS WINDOW NEEDS TO MISS X BRACING THATTHAN DOOR. SEE DETAIL THIS SHEET. NOTEREMOVED. NOTE WINDOW WIDTH IS WIDEROF EXISTING OPENING WHERE DOOR WASWINDOW TO BE INSTALLED AT EDGE

PROVIDE SHOP DRAWINGS FOR ALL CABINETRY

3'-0"

3'-0"

10'-2"

13'-11 1/8 "15'-11 3/4 "4'-1 3/4 "

DOOR TO EDGE OF CABINETRYMIN 12" ON PUSH SIDE OF

SHOWNDEEP WITH PL CAB ENCLOSURE ASCABINETS ABOVE REFRIG TO BE 2'-0"TO FLOOR BESIDE OF REFRIG. UPPERNOTE: PROVIDE PL CABINTRY DOWN

DOOR TO EDGE OF CABINETRYMIN 12" ON PUSH SIDE OF

12"

EXTENSION AT HVAC LOCATIONSEE SHEET A-1 FOR SIDEWALK

KITCHENETTE

CLOSETIT

4" BACKSPLASHCOUNTER TOP W/ PLASTIC LAMINATE

4" BACKSPLASHCOUNTER TOP W/ PLASTIC LAMINATE

1'-3"

WALL CABINETRYPLASTIC LAMINATE

SHOP DRAWINGSPROVIDE ELECTRICAL OUTLET ANDSTANDARD MICROWAVE - BY OWNER.CABINET TO ACCOMODATE MICROWAVE - DEPTH OF THISNOTE: OPEN CABINET FOR

7-22-2019

Reedy & S

ykes

This Dra

win

g is a

n Instru

ment of Service a

nd re

mains

Pr. No.

Dr. by

Ck. by

Date

of

No.

613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

esig

n. It shall n

ot be c

opie

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...\

working\A-2.d

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7/23/2019

12:4

2:4

1 P

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P.LAM DOOR

H.M.

P.LAM DOOR

H.M.

P.LAM DOOR

H.M.

P.LAM DOOR

H.M.

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FIN

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CP

1/8" = 1'-0"

FINISHES PLAN

1/8" = 1'-0"

REFLECTED CEILING PLAN

WH

3'-4"

7'-4"

1/4" = 1'-0"

TYPE 1

3'-4"

7'-4"

1/4" = 1'-0"

TYPE 2

6'-4"

7'-4"

1/4" = 1'-0"

TYPE 31/4" = 1'-0"

TYPE 4

DOOR TYPES

GLASSTEMPERRED

MK. WIDTH HT. THICK. MAT. MAT.

FRAMEDOOR

101

102

103

DOOR SCHEDULE

1 3/4"3-0 7-0

1 3/4"3-0 7-0

105

1 3/4"7-0

OFFICE

106

1 3/4"3-0 7-0

107

1 3/4"7-0

108

1 3/4"

3-0

7-0

109

1 3/4"3-0 7-0

110

1 3/4"3-0 7-0

111

1 3/4"3-0 7-0

LOBBY

112

113

1 3/4"3-0 7-0

114

1 3/4"3-0 7-0

115

1 3/4"3-0 7-0

116

117

118

1 3/4"3-0 7-0

119

120

121

122

1 3/4"3-0 7-0

1 3/4"3-0 7-0

4-0

CLOSET

1 3/4"3-0 7-0

1 3/4"3-0 7-0

104

1 3/4"3-0 7-0911 STORAGE

JANITOR

DIRECTOR

ASST DIRECTOR

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

EXISTING DOOR TO REMAIN

TYPERATING

H.M.

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

101

102

103104 105

106

107108

121

120

119

118 117

116

115

114

113

112111

110

109

122

CLOSET

DIRECTOR

ASST DIRECTOR

SITUATION ROOM

RADIO ROOM

RADIO ROOM

CLOSET

CLOSET

MECH

ELEC

RESTROOM

911 STORAGE

HALLWAY

6-0

6-0

6-0 7-0

7-0 1 3/4"

1 3/4"

20 MIN.

20 MIN.

20 MIN.

20 MIN.

45 MIN.

45 MIN.

20 MIN.

20 MIN.

20 MIN.

20 MIN.

H.M.

H.M.P.LAM

P.LAM

P.LAM

P.LAM

P.LAM

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

3

4'-4"

7'-4"

4

STOREFRONT (EXT)

EXTERIOR (EXT)

4'-8"

2'-0"

2'-6"

WINDOW TYPES

1/4" = 1'-0"

TYPE A1/4" = 1'-0"

TYPE B

A

B

C

4'-0"

4'-0"

3'-2"

1/4" = 1'-0"

TYPE C

STOREFRONT UNIT

REINSTALL EXISTING

f b w c h n

115

9-04B

6A

5AA

1

JANITORS CLOSET

f b w c h n

114

9-04B

6A

5AA

1 1, 2

f b w c h n

101

9-04B

6A

5AA

1

f b w c h n

117HALLWAY

9-04B

6A

5AA

1

LOBBY

1

1

106

4B

6A

5AA

110-0

f b w c h n

102DIRECTOR

9-04B

6A

5AA

2 1

f b w c h n

105

9-04B

6A

5AA

2 1

f b w c h n

103

9-04B

6A

5AA

2

CLOSET

1

f b w c h n

104

9-04B

6A

5AA

2

CLOSET

f b w c h n

116

9-04B

6A

5AA

3

f b w c h n

118

9-04B

6A

5AA

3

f b w c h n

113

9-04B

6A

5AA

3 1

f b w c h n

112

9-04B

6A

5AA

3 1

f b w c h n

109

9-04C

6A

5AA

2 1

f b w c h n

107

9-04B

6A

5AA

1

f b w c h n

108

9-04B

6A

5AA

2

CLOSET

1

f b w c h n

119

9-04B

6A

5AA

1

f b w c h n

110

9-04B

6A

5AA

1 1

KITCHENETTE

SITUATION ROOM

ASST DIRECTOR

RADIO ROOM

OFFICE

MECH

ELEC

RESTROOM

911

911

EXISTING DOOR TO BE REINSTALLED AT SHOWN LOCATION

EXISTING CONDITIONSMATCH IN SIZE AND COLOR TOSTOREFRONT FRAMES TO

NOTES

FUNCTION

EXIT

EXIT

OFFICE

OFFICE

OFFICE

OFFICE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

OFFICE

PRIVACY

STORAGE

1

1

1

1, 2

MATERIALS: FINISHES:

NOTES:

2. GYP BOARD TO BE 5/8" MOISTURE RESISTANT GREENBOARD AT WALLS

6. 4" RUBBER BASE

5. 2X4 LAY IN ACOUSTICAL TILE SYSTEM

4. 5/8" GYP BOARD

3. CONCRETE

2. CARPET

1. LVT

ROOM NAME 101

floor

base

wall

note number

ceiling height

ceiling

MATERIAL & FINISHES KEY

3

B

materials

finishes

BLOCK KEY

Room Name, Room Number, Material and Finish Blocks Shown on Plan

f b w c h n

REQUIRING A DIFFERENT FINISH WILL BE NOTED THUSLY ROOM IS TO BE PROVIDED AT ALL WALLS OF THE ROOM - ANY WALL NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, THE FINISH LISTED FOR THE

THE OWNER AT A LATER DATE FINAL ROOM NAMES AND ROOM NUMBERS WILL BE SUPPLIED BY ARE FOR IDENTIFICATION PURPPOSES DURING CONSTRUCTION ONLY -NOTE: ROOM NAMES AND ROOM NUMBERS SHOWN ON THESE DRAWINGS

COATS EGGSHELL PAINTB. 1 COAT LATEX PRIMER, 2

A. FACTORY APPLIED FINISH

ON WALLS INDICATED.1. GYP BOARD TO BE 5/8" "TYPE X" TO ACHIEVE 1 HOUR RATING

f b w c h n

3. WALLS TO BE PAINTED TO MATCH 911 COLOR SCHEME.

WRAPPED WITH GYP BOARDBELOW CEILING GRID AND TO BEHEAD AS SHOWN TO DROP DOWN 4"PROVIDE 3 5/8" METAL STUD BULK

IN LAYOUT.IN DOES NOT FALL ON A FULL TILELOCATION IS ACCEPTABLE IF TIELEAVING A BULK HEAD AT THISLAY IN CEILING SYSTEM - NOTETIE IN TO EXISTING SUSPENDED

1, 3

1, 3

IN WALLSFIBERGLASS BATT INSUALTION FOR SOUND CONTROLNOTE: AT ALL OFFICES AND RESTROOM PROVIDE

B

A

A-2

BA-2

3

IT CLOSET

FRAME TO BE 45 MIN RATEDOFFICE SIDE GLASS ANDVIEW GLASS VIEW FROMHM FRAME AND ONE WAY

1, 2, 4

4. PROVIDE FRP PANELS BEHIND MOP SINK AND MOP RACK

FRP PANEL LOCATION

ON THIS DOOR TO BE REUSED AS WELL IF NEEDED.END OF 911 HALLWAY. CONFIRM WITH DESIGNER. NOTE HARDWARE3. DOOR TO BE REUSED FROM DOOR REMOVED FROM2. DOOR TO HAVE INTERCOM/BUZZER INTO VIEW WINDOW OFFICE.1. DOOR TO HAVE CARD READERNOTES:

SEE SPECS FOR HARDWARE SETS

FIELD WITH OWNER AND ARCHITECT.OF POWER POLES. CONFIRM PLACEMENT INNOTE: SEE ELEC PLAN FOR APPOX LOCATION

WITH DOOR BUZZ ENTRY SYSTEMBETWEEN LOBBY AND DIRECTOR OFFICENOTE: PROVIDE CONDUIT FOR INTERCOM

CAMERA

CAMERA

CAMERA

911EXISTING CAMERA AND CARD READER SYSTEM WITHNOTED ON THIS SHEET FOR REF ONLY. COORDINATEREADER LOCATIONS - NOTE THE LOCATIONS ARESEE ELEC SHEETS FOR CAMERA AND CARD

7-22-2019

Reedy & S

ykes

This Dra

win

g is a

n Instru

ment of Service a

nd re

mains

Pr. No.

Dr. by

Ck. by

Date

of

No.

613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

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n. It shall n

ot be c

opie

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or used in a

ny m

anner

without

written permissio

n.

...\

working\A-3.d

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7/23/2019

12:4

3:19 P

M

WH

7'-0"

3'-0"

7'-0"

3'-0"

7'-0"

6'-0"

7'-0"

4'-0"

DETAIL 1/A-4 AND 2/A-4WITH EIFS VENEER SYSTEM. SEE STOREFRONT AND REPLACE REMOVE EXISTING WINDOW AND

ELIZ

AB

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ON, T

EN

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A-44

EXISTING AWNING TO REMAIN

EXISTING BRICK VENEER TO REMAIN

1/8" = 1'-0"

NORTHEAST ELEVATION

1/8" = 1'-0"

SOUTHWEST ELEVATION

1/8" = 1'-0"

SOUTHEAST ELEVATION1/8" = 1'-0"

NORTHWEST ELEVATION

5

EL

EV

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NS A

ND D

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AIL

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OR:

EXISTING STOREFRONT TO REMAINFROM REMOVED WINDOW.WINDOW UNIT - SALVAGE UNIT

NEW EIFS SYSTEM

EXISTING BRICK VENEER

NEW FLASHING

WIDTH OF STUD WALL IN FIELD.ATTACH TO EXISTING. VERIFY NEW METAL STUD WALL TO

MAKE FLUSH WITH EXISTING WALLGYP. BOARD. TO MATCH AND

EXISTING WALL ASSEMBLY

NEW FLASHING

NEW FLASHING

NEW FLASHING

SALVAGED WINDOW UNIT

AND END DAMSINSTALL NEW FLASHING

1 1/2" = 1'-0"A-4

1

1 1/2" = 1'-0"A-4

2

NEW EIFS VENEER

WINDOW DETAILEIFS INFILL DETAIL

WITH R-15 BATT INSULATION.FILL 2X4 STUD WALL VOID

EXISTING WALL ASSEMBLY: 2X WOOD STUDS

EXISTING WALL ASSEMBLY: 2X WOOD STUDSEXISTING WALL ASSEMBLY: 2X WOOD STUDS

1" MIN.

LS-1

1

A-4

2

A-4

A OFFICE CROSS SECTION

1/4" = 1'-0"

EXISTING BUILDING ENVELOPE

EXISTING BRICK VENEER

9'-0"

FLO

OR T

O C

EILIN

G

CEILING TILESUSPENDED ACOUSTICAL

RATED WALL1 HOUR FIRE

R-19 BATT INSULATION

STUD3 5/8" METAL

TAKE EIFS TO GROUNDNOTE: AT DOOR INFILLEXISTING BRICK VENEER

DOOR AND FRAME AND AWNINGRELOCATED EXTERIOR HM

ELEVATIONMATCH SIZE OF WINDOWS ON FRONTNEW STOREFRONT WINDOW TO

ALONG SIDE AND REAR.TION, TYPICAL AT ALL WALLS3 1/2" FIBERGLASS BATT INSULA-FRAME WITH STUD FRAMING ANDINFILL BETWEEN METAL BUILDINGNOTE: AT SIDE AND REAR WALL

NO WORK THIS SIDE

LOCATING THIS WINDOW.COORDINATE WITH X BAY BRACING WHENFULL PANEL FOR PATCH - NOTE ALSOWERE REMOVED - NOTE GO TO NEARESTWINDOW WHERE DOOR AND AWINGSPATCH METAL BELOW AND ABOVENEW STOREFRONT WINDOW

EXISTING FENCING

7-22-2019

Reedy & S

ykes

This Dra

win

g is a

n Instru

ment of Service a

nd re

mains

Pr. No.

Dr. by

Ck. by

Date

of

No.

613 E

ast Elk A

venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

nd D

esig

n

Date

Dr.

the 2

013 c

opyrighte

d pro

perty of

Reedy & S

ykes,

Arc

hitecture & D

esig

n. It shall n

ot be c

opie

d, re

pro

duced,

or used in a

ny m

anner

without

written permissio

n.

...\

working\A-4.d

gn

7/23/2019

12:4

3:5

9 P

M

ELIZ

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OR:

1/2" = 1'-0"

HC RESTROOM PLANA-5

1

SPACE30"X48" DFS AT LAV AND WHEELCHAIRDASHED-DOT-DOT BOXES INDICATE

CLEARANCE FOR TOILETDASHED LINE INDICATES 60"X56"

A

MK ACCESSORY MFR/PRODUCT

B SOAP DISPENSER

C

D BOBRICK B-265 2'-0" TO CENTER

E

DUAL TOILET PAPER HOLDER

2'-0" TO TOP

MOUNTING HEIGHT (ABOVE FFL)

F BOBRICK 239 x 34

G

H

GRAB BAR - 36" 2'-10" TO CENTERLINE

2'-10" TO CENTERLINE

BOBRICK B- 6806 x 36

BOBRICK B- 6806 x 42GRAB BAR - 42"

TOILET ACCESSORIES SCHEDULE

MIRROR (24" x 36" TILT) BOBRICK B-293 2436 3'-3 1/2" TO BOTTOM OF FRAME

CONFIRM MTG. WITH CUSTODIAN

PAPER TOWEL DISPENSER

MOP RACK *

THIS LETTER NOT USED

HD

G

B

A

17" AND 19" AFF

FROM FLOOR TO TOP OF SEAT SHALL BE BETWEEN

WALL. THE TOILET SHALL BE SUCH THAT THE HEIGHT

WITH CENTERLINE OF TOILET 18" FROM ADJACENT

ALL HC ACCESSIBLE TOILETS SHALL BE INSTALLED

HANDICAP ACCESSIBLE TOILETS:

REQUIREMENTS

ALL FIXTURE TYPES AND

SEE PLUMBING PLANS FOR

BOBRICK B-40

4'-3" TO TOP

4'-2" TO TOP

C

BOBRICK B-72860

BABY CHANGING STATIONINDICATE 30"X48" DFSDASHED-DOT-DOT BOXES

NOTE: REFER TO PLUMBING DRAWINGS FOR LAVATORY PIPE INSULATION KIT REQUIREMENTS

SEE SPECIFICATIONS FOR ALL TOILET ACCESSORIES

60" RADIUS TURNING SPACEDASHED CIRCLE INDICATES

APPROACHDASHED 54" X 60" DOOR

18"

1/2" = 1'-0"

HC TOILET - FRONT ELEVATIONA-5

3

1/2" = 1'-0"

HC TOILET - SIDE ELEVATIONA-5

3

1/2" = 1'-0"

HC SINK - FRONT ELEVATION4

space where a cook top or conventional range is not provided and to wet bars. EXCEPTIONS: 1. A parallel approach complying with 305 shall be permitted to a kitchen sink in a and knee and toe clearance complying with 306 shall be provided. 606.2 Glear Floor Space. A clear floor space complying with 305, positioned for a forward approach,

conveniently usable by a person at the accessible lavatory. within the reach ranges specified in 308. Locate soap and towel dispensers so that they are Advisory 606.1 General. lf soap and towel dispensers are provided, they must be located

606.{ General. Lavatories and sinks shall comply with 606.

606 Lavatories and Sinks

complying with 306. 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance

6. The dip of the overflow shall not be considered in determining knee and toe clearances.

by children 5 years and younger. 5. A parallel approach complying with 305 shall be permitted to lavatories and sinks used primarily

counter surface is 31 inches (785 mm) maximum above the finish floor or ground. permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or 4. A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground shall be

(c) the walls behind and surrounding the cabinetry are finished. (b) the finish floor extends under the cabinetry; and (a) the cabinetry can be removed without removal or replacement of the fixture; provided that all of the following conditions are met: 3. ln resrdentialdwelling units, cabinetry shall be permitted under lavatories and kitchen sinks

complying with 306. office and not tor common use or public use shall not be required to provide knee and toe clearance 2. A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private

surfaces under lavatories and sinks. insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be

remain open for 10 seconds minimum. 606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated metering faucets shall

connections of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm). minimum and 36 inches (915 mm) maximum, shall be permitted where rough-in plumbing permits 2. ln residential dwelling unit kitchens, sinks that are adjustable to variable heights, 29 inches (735 mm) 606.3. through a private office and not for common use or public use shall not be required to comply with EXCEPTIONS: 1. A lavatory in a toilet or bathing facility for a single occupant accessed only surface 34 inches (865 mm) maximum above the finish floor or ground. 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter

4'-0"

2'-6"

2'-10

"

3'-4"

NOT THE BOTTOM OF FRAMELINE OF REFLECTING SURFACE

SE

E 6

03.3 B

ELO

W

SE

E 6

06.3 B

ELO

W

SEE 305 BELOWFRONT APPROACH

SEE 305 BELOWSIDE APPROACH

FRONT APPROACH TO SINKWALL OR BARRIER FORDASHED LINE INDICATES

SIDE APPROACH TO SINKWALL OR BARRIER FORDASH-DOT LINE INDICATES

OVER SINKMIRROR - CENTERED

SEE 606.5 BELOW

from the floor or ground. people who use wheelchairs, the top edge of mirrors should be74 inches (1880 mm) minimum people, including children. ln order for mirrors to be usable by people who are ambulatory and Advisory 603.3 Mirrors. A single full-length mirror can accommodate a greater number of

35 inches (890 mm) maximum above the finish floor or ground. located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of

(1220 mm) minimum. 305.3 Size. The clear floor or ground space shall be 30 inches (760 mm) minimum by 48 inches

EXGEPTION: slopes not steeper than 1:4g shall be permitted. comply with 302. Changes in levelare not permitted. 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall

305.1 General. Clear floor or ground space shall comply with 305.

305 Clear Floor or Ground Space

forward or parallel approach to an element. 305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned for either

permitted to include knee and toe clearance complying with 306. 305.4 Knee and Toe Glearance. Unless otherwise specified, clear floor or ground space shall be

in accordance with 305.7.1 and 305.7.2. otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided305.7 Maneuvering Clearance. Where a clear floor or ground space is located in an alcove or

accessible route or adjoin another clear floor or ground space. 305.6 Approach. One full unobstructed side of the clear floor or ground space shall adjoin an

Figure 305.5 Position of Glear Floor or Ground Space

forward (a)

parallel (b)

48"

min

30" min

30"

min

48" min

1220

1220

76

0

760

2010 ADA NOTES:

FRONT SIDE

SEE PLUMBING PLANS(HI-LO) PLUMBING FIXTURE -HC ACCESSIBLE DUAL COOLER

ON HC COOLERSPACE CENTERED30" x 48" ACCESS

6", MAX. 8", MIN.

ON HC COOLERSPACE CENTERED30" x 48" ACCESS

COOLERNON-HC

HC COOLER

SEE PLUMBING PLANS(HI-LO) PLUMBING FIXTURE -HC ACCESSIBLE DUAL COOLER

OF HC COOLERLINE OF SPOUT

SIDE OF HI-LO WATER COOLER12" A.F.F. AS SHOWN AT EACH8" DEEP x 18" TALL, MOUNTEDCANE DETECTABLE PANELS,

TOILET PARTITIONSMATERIAL AS SOLID PLASTICSHALL BE MADE OF THE SAMECANE DETECTABLE PANELS

3'-0"

9", MIN.

1'-4" 1'-4"

1'-0"

1'-6"

38" - 4

3"

ON SIDE VIEWPANELS NOT SHOWNCANE DETECTABLENOTE:

1/2" = 1'-0"

ELEVATIONS OF TWO LEVEL WATER COOLER

TOIL

ET A

ND H

C D

ET

AIL

S

* NOTE: PROVIDE 1 MOP RACK AT JAN CLOSET 115

A-5

7-22-2019

7"- 9"

12"

MAX. MIN.

42"

33"-

36"

1'-3"

MIN.

54"MIN.

17"-

19"

LOCATIONOUTLETDISPENSER

48"

MA

X.

SURFACEGRIPPINGTOP OF

1 1/2"MIN.

LINEFLOORFINISH

FOR WATER CLOSET REQUIREMENTSSEE PLUMBING DRAWINGS

DISPOSALSAN. NAPKINLOCATION FORPREFERRED

24" 12"

36"MIN.

MIN.MIN.

12"

MIN.

MIN.

1 1/

2"

17"-

19"

FOR WATER CLOSET REQUIREMENTSSEE PLUMBING DRAWINGS

LINEFLOORFINISH 3

3"-

36"

SURFACEGRIPPINGTOP OF

DIAMETER OF 1 1/4" MINIMUM AND 2" MAXIMUM.1. GRAB BARS SHALL BE CIRCULAR IN CROSS SECTION WITH AN OUTSIDE

SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.2. GRAB BARS AND ANY SURFACE ADJACENT TO GRAB BARS SHALL BE FREE OF

3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

5. THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 1/2".

PROVIDE BLOCKING AS REQUIRED TO MEET THIS REQUIREMENT. POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY 4. ALLOWABLE STRESSES FOR GRAB BARS SHALL NOT BE EXCEEDED FOR MATERIALS

LOCATED BEHIND THE GRAB BARS. SHALL BE BETWEEN 15" AND 48" ABOVE THE FINISH FLOOR AND SHALL NOT BE MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER6. TOILET PAPER DISPENSERS SHALL BE 7" TO 9" IN FRONT OF THE WATERCLOSET

NOTES:

THE OBJECT OF 12" CLEAR BETWEEN THE TOP OF THE BAR AND THE BOTTOM OF OBJECTS MOUNTED ABOVE THE GRAB BAR SHALL HAVE A MINIMUM GRAB BAR AND THE TOP OF AN OBJECT MOUNTED BELOW THE BAR. MOUNTED WITH A MINIMUM OF 1 1/2" CLEAR BETWEEN THE BOTTOM OF 7. PROTRUDING OBJECTS MOUNTED NEAR THE GRAB BARS SHALL BE

DIAMETER OF 1 1/4" MINIMUM AND 2" MAXIMUM.1. GRAB BARS SHALL BE CIRCULAR IN CROSS SECTION WITH AN OUTSIDE

SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.2. GRAB BARS AND ANY SURFACE ADJACENT TO GRAB BARS SHALL BE FREE OF

3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

5. THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 1/2".

PROVIDE BLOCKING AS REQUIRED TO MEET THIS REQUIREMENT. POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY 4. ALLOWABLE STRESSES FOR GRAB BARS SHALL NOT BE EXCEEDED FOR MATERIALS

LOCATED BEHIND THE GRAB BARS. SHALL BE BETWEEN 15" AND 48" ABOVE THE FINISH FLOOR AND SHALL NOT BE MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER6. TOILET PAPER DISPENSERS SHALL BE 7" TO 9" IN FRONT OF THE WATERCLOSET

NOTES:

THE OBJECT OF 12" CLEAR BETWEEN THE TOP OF THE BAR AND THE BOTTOM OF OBJECTS MOUNTED ABOVE THE GRAB BAR SHALL HAVE A MINIMUM GRAB BAR AND THE TOP OF AN OBJECT MOUNTED BELOW THE BAR. MOUNTED WITH A MINIMUM OF 1 1/2" CLEAR BETWEEN THE BOTTOM OF 7. PROTRUDING OBJECTS MOUNTED NEAR THE GRAB BARS SHALL BE

No. 7NOTESEE

No. 7NOTESEE

ANCHOR GRAB BARAS REQUIRED TOPROVIDE BLOCKING

ANCHOR GRAB BARAS REQUIRED TOPROVIDE BLOCKING BAR

GRAB

BARGRAB

BARGRAB

16" - 18"

39"-

41"

39"-41"

GRAB BAR18" VERTICAL

GRAB BAR18" VERTICAL

39"-

41"

H BOBRICK B- 6806 x 18GRAB BAR - 18" VERTICAL 39" TO 41" AFF SEE BELOW

(BASIS FOR DESIGN OR APP EQUAL)

Reedy & S

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This Dra

win

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n Instru

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Pr. No.

Dr. by

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Date

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613 E

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venue

Elizabethto

n, Tennessee 3

7643

(423) 543-4

781

Arc

hitecture a

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esig

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Date

Dr.

the 2

013 c

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Reedy & S

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~ ~~~

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GRILLES, REGISTERS, AND DIFFUSERS SCHEDULEMARK SERVICE DESCRIPTION MATERIALMANUFACTURER AND MODEL NO. ACCESSORIES AND FEATURESFINISH

S1 PRICE MODEL SMD SUPPLY 24x24 T-BAR, LAY-IN, 4-WAY STEEL WHITE -

6x6 SIDEWALL WITH 45 DEGREE DEFLECTIONPRICE MODEL 630DS2 SUPPLY WHITEALUM WITH DAMPER

EXHAUST FAN SCHEDULE

CONTROLLOCATIONRPM

TYPEWATTSWG

CFMMARK SP.MANUFACTURER AND MODEL NO. FANMOTOR

ØVOLTS

GREENHECK MODEL SP-A90 75 0.25 14 115/1 CEILING 890 RR 114 SWITCHEF-1

EF-2

PROVIDE SPEED CONTROLLER FOR ALL DIRECT DRIVE FANS

WEIGHT

15

JANITOR 115

PROVIDE WITH WALL CAPPROVIDE WITH GRAVITY BACKDRAFT DAMPER

SONES

0.4

GREENHECK MODEL SP-A90 75 0.25 14 115/1 CEILING 890 SWITCH 15 0.4

AMPSMOCA@ A.R.I. COND. (MBH)

PACKAGED HEAT PUMP SCHEDULEEVAPFANMARK CFMHP

E.S.P.IN.WG

COOLING CAPACITIES

SENS NOM. TONSTOTALMANUFACTURER AND MODEL NO. CAP

HEATHEATKW AMPS

POWER

VOLTS MCAØ

CFMO.A.

SEERAUX

PHU-1 TRANE WHC092H3 2800 0.57 0.75 71.85 95.32 7.5 50.77 27 208/3 137.0 150 300 15.5 1250

WEIGHT(LBS.)

@ 17°FHSPF

-

- PROVIDE LOW AMBIENT TO 0° F.- PROVIDE MANUAL OUTSIDE AIR DAMPER.

ACCEPTABLE

12"Ø

10"Ø

9"Ø

8"Ø

7"Ø

410-655

310-405

230-305

160-225

110-155

DUCT

6"Ø 5-105

12"x12"

9"x9"

6"x6"

SIZE CFM

16"Ø

14"Ø

1000-1400

660-995

18"x18"

15"x15"

9"x9"

12"x12"

12"x12"

DUCT SIZES TO SUPPLY DIFFUSER

UNLESS OTHERWISE NOTEDNECK SIZE

- DUCT SIZED ON MAXIMUM 0.1 INCHES FRICTION PER 100 FEET OF DUCT.- NECK SIZE LISTED FOR DIFFUSERS REQUIRING SQUARE TO ROUND TRANSITION.- CONTRACTORS OPTION: BRANCH DUCT RUN-OUTS MAY BE INCREASED ONE DUCT

SIZE TO ACCOMMODATE AIR OUTLET CONNECTION. I.E.: 7"Ø BRANCH DUCT MAYINCREASED TO 8"Ø TO ACCOMMODATE 8"Ø CONNECTION AT AIR OUTLET.

T&L JOB:

(423) 422-2110 - fax (423) 422-2111Mosheim, TN 37818

This document and the designs incorporated herein, as an instrument ofprofessional service, is the property of Thompson & Litton, Inc. Any use in whole orin part without the written authorization from Thompson & Litton, Inc. is prohibited.

Not valid for use unless seal is affixed, signed, and dated.

9816 West Andrew Johnson Highway

12422-08

T H O M P S O N& L I T T O N

MCA

SPLIT SYSTEM COOLING ONLY SCHEDULEINDOOR UNIT

MARKCFM

EVAP.FANHP

S.P.IN WG

COOLING CAP'Y@ A.R.I. COND

TOTAL MBH

OUTDOOR UNIT

VOLTSMANUFACTURER AND

EXT.ØMODEL NO. Ø

VOLTS MANUFACTURER ANDMODEL NO.

SENS MBHMOCP

AHU-1

MARK WEIGHT(LBS.)

WEIGHT(LBS.)AREA

110 CLOSET MITSUBISHI MSY-GL09NA 395 1/25 208/1 0.00 - 9.0 25 MITSUBISHI MUY-GL09NA 208/1 7 15CU-1 85

24x24 T-BAR, LAY-INPRICE MODEL 80R1 RETURN WHITEALUM -

- PROVIDE WITH DUAL COMPRESSORS UTILIZING 3-STAGES OF COMPRESSOR OPERATION.

- BASIS OF DESIGN IS MITSUBISHI OR APPROVED EQUAL- COOLING: OUTDOOR DB = 95°F, 75°F WB.- PROVIDE UNIT MOUNTED DISCONNECT SIZED AND FUSED/NONFUSED PER MANUFACTURER'S NAMEPLATE

REQUIREMENTS.- INDOOR UNITS RECEIVE POWER FROM OUTDOOR UNITS THROUGH FIELD-SUPPLIED INTERCONNECTED WIRING.- PROVIDE 410A REFRIGERANT.- PROVIDE WIRELESS REMOTE CONTROL THERMOSTAT WITH WALL MOUNT BRACKET.- PROVIDE MICROBLUE BLUE DIAMOND MINI CONDENSATE PUMP (110/208/230 VOLT) X85-003 & FASCIA KIT T18-016.

- PROVIDE FULL COMPARATIVE ENTHALPY ECONOMIZING CONTROLS.

- BASIS OF DESIGN IS MARKEL OR APPROVED EQUAL- PROVIDE UNIT MOUNTED DISCONNECT SIZED AND FUSED/NONFUSED PER MANUFACTURER'S NAMEPLATE

REQUIREMENTS FOR EDH-1.- VERIFY APPROPRIATE UNIT SIZE FOR KW PROVIDED FOR EDH-1.

- BASIS OF DESIGN IS TRANE OR APPROVED EQUAL.

- BASIS OF DESIGN IS PRICE OR APPROVED EQUAL.

BASIS OF DESIGN IS GREENHECK OR APPROVED EQUAL.

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H.V.A.C. FLOOR PLANSCALE: 1/4"=1'-0"

KEY PLANSCALE: NONE

T&L JOB:

(423) 422-2110 - fax (423) 422-2111Mosheim, TN 37818

This document and the designs incorporated herein, as an instrument ofprofessional service, is the property of Thompson & Litton, Inc. Any use in whole orin part without the written authorization from Thompson & Litton, Inc. is prohibited.

Not valid for use unless seal is affixed, signed, and dated.

9816 West Andrew Johnson Highway

12422-08

T H O M P S O N& L I T T O N

”

MECHANICAL NOTES

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T&L JOB:

(423) 422-2110 - fax (423) 422-2111Mosheim, TN 37818

This document and the designs incorporated herein, as an instrument ofprofessional service, is the property of Thompson & Litton, Inc. Any use in whole orin part without the written authorization from Thompson & Litton, Inc. is prohibited.

Not valid for use unless seal is affixed, signed, and dated.

9816 West Andrew Johnson Highway

12422-08

T H O M P S O N& L I T T O N

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T&L JOB:

(423) 422-2110 - fax (423) 422-2111Mosheim, TN 37818

This document and the designs incorporated herein, as an instrument ofprofessional service, is the property of Thompson & Litton, Inc. Any use in whole orin part without the written authorization from Thompson & Litton, Inc. is prohibited.

Not valid for use unless seal is affixed, signed, and dated.

9816 West Andrew Johnson Highway

12422-08

T H O M P S O N& L I T T O N

WASTE & VENT PIPING PLANSCALE: 1/4"=1'-0"

KEY PLANSCALE: 3/32"=1'-0"

1

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