9700 Village Circle, ste.100Lakeland, TN 38002

901.332.5533fax: 901.332.5534

Sheet Title

Project No.

Date

Drawn by

Sheet

No.

r

e

n

a

i

s

s

a

n

c

e

g

r

o

u

p

www.rgroup.biz

7/1

8/2

017 1

1:2

6:4

9 A

M

C:\

Users

\kw

illiam

s\D

ocu

men

ts\1

7011 -

MC

EC

U M

OR

TG

AG

E B

UIL

DIN

G_C

EN

TR

AL

_keair

rasw

illiam

s.r

vt

COVER SHEET

17011

Author

07-17-2017

G0.0

MC

EC

U O

FF

ICE

BU

ILD

ING

2678 M

T. M

OR

IAH

TE

RR

AC

E

NE

W C

ON

ST

RU

CT

ION

STRUCTURAL: MECHANICAL: ELECTRICAL:

SET NO.

9700 Village Circle, Suite 100Lakeland, TN 38002

901.332.5533fax: 901.332.5534

www.rgroup.biz

Engineering Design Consultants9700 Village Circle, Suite 300

Lakeland, TN 38002voice: (901) 462-3040fax: (901) 332-5534

HNA ENGINEERING, PLLC11880 Cranston Drive, Suite 104

Arlington, TN 38002731.394.3160

CSA STRUCTURES9700 Village Cicle, Suite 300

Lakeland, TN 38002voice: (901) 260-7850

CONSTRUCTION DOCUMENTS FOR

NEW CONSTRUCTION OF

MCECU MORTGAGE BUILDING2678 MT. MORIAH TERRACE

INDEX OF DRAWINGS

ISS

UE

DA

TE

1

ISS

UE

DA

TE

2

ISS

UE

DA

TE

3

ISS

UE

DA

TE

4

ISS

UE

DA

TE

5

ISS

UE

DA

TE

6

ISS

UE

DA

TE

7

ISS

UE

DA

TE

8

ISS

UE

DA

TE

9

GENERAL

G0.0 COVER SHEET

G0.1 GENERAL INFORMATION

G0.2 ADA REFERENCE SHEET

LIFE SAFETY

LS.1 LIFE SAFETY PLAN

CIVIL

C1.1 SITE

C2.1 GRADING

C3.1 UTILITY

ARCHITECTURAL

A1.1 SITE PLAN

A1.2 ENL. SITE PLAN

A2.1 FIRST FLOOR PLAN

A2.1A FLOOR PLAN WITH SITE

A2.1B FINISH FLOOR PLAN

A2.2A ATTIC MEZZANINE PLAN

A2.2B FINISH FLOOR PLAN- MEZZANINE

A2.3 REFLECTED CEILING PLANS

A2.4 ROOF PLAN

A3.1 EXTERIOR ELEVATIONS & PERSPECTIVES

A4.1 BUILDING SECTIONS

A4.2 ENTRANCE DETAILS

A4.3 STAIR PLANS AND SECTIONS

A4.4 WALL SECTIONS

A4.5 WALL SECTIONS

A5.1 ENLARGED PLANS @ R.R. AND ELEVATIONS

A5.2 INTERIOR ELEVATIONS & DETAILS

A6.1 DOOR & WINDOW TYPES & FINISH SCHEDULE

A6.2 DOOR & WINDOW DETAILS

STRUCTURAL

S0.1 GENERAL NOTES

S0.2 GENERAL DETAILS

S0.3 GENERAL DETAILS- WOOD

S0.4 GENERAL DETAILS- WOOD

S1.1 FOUNDATION PLAN

S1.2 MEZZANINE FRAMING PLAN

S1.3 ROOF FRAMING PLAN

S2.1 SLAB LAYOUT PLAN

S2.2 SHEARWALL PLAN

S3.1 FOUNDATION SECTIONS

S3.2 FRAMING SECTIONS

MECHANICAL

M0.1 LEGEND AND NOTES-MECHANICAL

M1.1 FLOOR PLANS- MECHANICAL

M2.1 DETAILS AND SCHEDULES- MECHANICAL

M2.2 DETAILS- MECHANICAL

PLUMBING

P0.1 LEGENDS, NOTES AND SCHEDULES- PLUMBING

P0.2 SPECIFICATIONS AND DETAILS- PLUMBING

P1.1 FLOOR PLANS- PLUMBING

ELECTRICAL

E0.1 SITE PLAN- ELECTRICAL

E1.1 FLOOR PLAN- LIGHTING

E2.1 FLOOR PLAN- POWER

E4.1 ELECTRICAL SCHEDULES

E4.2 GROUNDING DETAILS

E5.1 ELECTRICAL ONE-LINE DIAGRAM

REV DESCRIPTION DATE

GENERAL NOTES1. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.2. ALL CAVITY WALLS SHALL HAVE MEMBRANE FLASHING INSTALLED ABOVE ALL DOOR HEADS, & WINDOW HEADS EXTENDING 8" MINIMUM BEYOND JAMBS, CONTINUOUS ABOVE

GRADE (BELOW FINISHED FLOOR). MEMBRANE FLASHING SHALL BE SEALED AT ALL LAP JOINTS. ALL MEMBRANE FLASHING SHALL HAVE MORTAR NET INSTALLED ABOVE.3. ALL GRADES INDICATED ON THE DRAWINGS ARE FINISHED GRADES. CONTRACTOR TO CONSIDER THICKNESS OF MATERIALS PRIOR TO FINE GRADING. ALL WEEP HOLES SHALL

REMAIN EXPOSED AT ALL TIMES. ALL FINISHED GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING TO DRAIN LOCATIONS. CONTRACTOR TO VERIFY ALL FINISHED GRADES DRAIN AND DO NOT HOLD WATER.

4. CONTRACTOR AND SUB-CONTRACTORS TO BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS ON DRAWINGS AS IT RELATES TO THEIR WORK PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH ARCHITECT. NO WORK OR ORDERING OF MATERIAL SHALL BE STARTED UNTIL ALL DIMENSIONED ITEMS HAVE BEEN RESOLVED. NO EXTRA CHARGE OF COMPENSATION WILL BE ALLOWED ON ACCOUNT OF ANY DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS WHICH MAY BE FOUND AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL ASSUME FULL AND UNDIVIDED RESPONSIBILITY FOR THE ACCURACY, FIT, AND STABILITY OF ALL PARTS OF THE WORK.

5. ALL WORK SHALL BE CONSIDERED NEW UNLESS OTHERWISE INDICATED.6. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES, IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR

SHALL NOTIFY ARCHITECT.7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION OF EXISTING WORK AND NEWLY ADDED WORK.8. ANY DISTURBANCE OR DAMAGE TO THE EXISTING BUILDING OR UTILITIES RESULTING EITHER DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THIS CONTRACT SHALL BE

PROMPTLY REPAIRD, RESTORED, OR REPLACE TO THE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTIN ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE,

DISTORTION, AND MISALIGNMENT ACCORDING TO APPLICABLE CODES AND STANDARDS.10. THE CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH

WALL, CEILINGS, AND FLOORS. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

11. ALL EXPOSED PIPES, CONDUITS, OR DUCTS IN FINISHED AREAS, WHETHER SHOWN ON DRAWINGS OR NOT, SHALL BE FURRED OUT WITH GYPSUM BOARD.12. ALL PLUMBING, ELECTRICAL, AND MECHANICAL WORK WHICH WILL BE ABANDONED FOR PROPOSED CONSTRUCTION WORK SHALL BE CUT BACK, REROUTED, CAPPED, AND

SAFED-OFF.13. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS

APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATION OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., ETC.) WHERE APPLICABLE.14. CEILING HEIGHTS SCHEDULED ON THE ROOM CRITERIA MATRIX OR REFLECTED CEILING PLAN ARE TAKEN FROM THE

FINISHED FLOOR ELEVATION.15. ALL FINISHED FLOOR ELEVATIONS ON ARCHITECTURAL SHEETS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER TO THE CIVIL DRAWINGS FOR RELATIONSHIP TO PROJECT

BENCHMARK(S).16. ALL PRODUCTS USED IN CONSTRUCTION SHALL BE ASBESTOS FREE.17. ALL DOORS ADJACENT TO WALLS ARE GIVEN AS 6 INCHES FROM FACE OF JAMB TO FACE OF FINISH OF ADJACENT WALL OR CENTERED IN WALL UNO.18. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS TYPICALLY. 19. "TYP" - REPEAT WHENEVER THIS CONDITION OCCURS20. "SIM." - REPEAT AND MODIFY AS REQUIRED TO SUIT CONDITION21. CEILING HEIGHTS SCHEDULED ON THE ROOM CRITERIA MATRIX OR REFLECTED CEILING PLAN ARE TAKEN FROM THE FINISHED FLOOR ELEVATION.22. PROVIDE SEALANT AS PER MANUFACTURER'S RECOMMENDATIONS AT THE INTERSECTIONS OF ALL DISSIMILAR MATERIALS. SUBMIT TECHNICAL DATA AND COLOR SAMPLES TO

OWNER FOR APPROVAL.23. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY THAT ALL CONSTRUCTION AND/OR MATERIALS MEET TITLE III OF THE AMERICANS WITH DISABILITIES ACT (ADA). GENERAL

CONTRACTOR MUST HAVE A CURRENT COPY OF ADA REGULATIONS ON SITE.24. GENERAL CONTRACTOR SHALL COORDINATE ALL EQUIPMENT AND REQUIREMENTS FOR BLOCKING WITH MANUFACTURER REQUIREMENTS. ALL IN WALL BLOCKING SHALL BE

FIRE-TREATED WOOD BLOCKING. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURERS REQUIREMENTS.25. GENERAL CONTRACTOR SHALL VERIFY WITH ALL LOCAL AGENCIES THE REQUIRED CLEARANCES FOR ITEMS INCLUDING BUT NOT LIMITED TO: TRANSFORMERS, BACK-UP

GENERATORS, CONDENSING UNITS, ETC. REPORT ALL DISCREPANCIES TO ARCHITECT BEFORE ANY INSTALLATION BEGINS.26. MANUFACTURER REPRESENTATIVE SHALL INSPECT VAPOR RETARDER INSTALLATION AND SUBMIT LETTER OF APPROVAL TO ARCHITECT BEFORE CONCRETE SLAB IS POURED.27. MANUFACTURER REPRESENTATIVE SHALL INSPECT AND APPROVE FLUID APPLIED AIR BARRIER INSTALLATION. LETTER OF APPROVAL MUST BE ON FILE WITH ARCHITECT BEFORE

BRICK AND BLOCK VENEER CAN BEGIN. CONSULT WITH MANUFACTURER AND PREPARE ALL REQUIRED OPENINGS IN SHEATHING WITH PROPER FLASHING AND AIR BARRIER.28. ALL EXPOSED STEEL INCLUDING BUT NOT LIMITED TO, LINTELS, DUMPSTER ENCLOSURE GATES, STEEL STRUCTURE, EXTERIOR HOLLOW METAL DOORS AND FRAMES, ARE TO

RECEIVE EPOXY COATING FINISH; COLOR AS SELECTED BY ARCHITECT. REF. SPEC SECTION 09970.29. GENERAL CONTRACTOR, OWNER, AND ARCHITECT TO INSPECT ALL MEMBRANE FLASHING AND SHEATHING TO ENSURE PROPER INSTALLATION AT ALL AREAS OF EXTERIOR

WALLS.30. GENERAL CONTRACTOR MUST KEEP A SAMPLE BOARD OF ALL FINISHES AND MATERIALS FOR PROJECT IN JOB TRAILER FOR REFERENCE.31. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS TO VERIFY THAT ALL SHOP DRAWINGS AND SUBMITTALS MEET ALL CODE REQUIREMENTS AND

REQUIREMENTS FROM THE CITY OF MEMPHIS PRIOR TO SUBMISSION TO ARCHITECT OR ENGINEERS FOR APPROVAL.25. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS W/ INSPECTORS AND FIRE DEPARTMENT PRIOR TO

INSTALLATION.26. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND MECHANICAL SUBCONTRACTOR TO REGULARLY INSPECT & CHANGE AIR FILTERS IN HVAC EQUIPMENT AS

REQUIRED BY THE OWNER.27. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS TO VERIFY THAT ALL INSTALLED MATERIALS, ITEMS, AND/OR COMPONENTS MEET THE

REQUIRED ADA CLEARANCES AND TOLERANCES.

WALL TYPES1" = 1'-0"

ALL RATED WALLS TO BEPERMANETLY MARKED ABOVECEILING IDENTIFING WALL RATINGAS PER FIRE CODE

NOTE:ALL RATED WALLS TO EXTENDTIGHT TO BOTTOM OF ROOF.

STL. RUNNER - ANCHOR TO STRUCTURE ABOVE@ 24" O.C. MAX.

NON RATED

INT. WALL

(1) LAYER 5/8" GYP. BD. (EA. SIDE)

6"x20 GA. MTL.STUDS @ 16" O.C.

FLOOR RUNNER - ANCHOR @ 24" O.C. MAX.

SOUND BATT INSUL.

CONT. SEALANT

FLOOR

PLAN

CONT. SEALANTCLG.

C.

3/8

"

6 3/4"

BASE - REF. FIN. SCHED.

#200A MTL. TRIM & SEALANT

NON RATED INTERIOR WALL

BASE - REF. FIN. SCHED.

SOLE PLATE - 2 x 4 RUNNER -ANCHOR @ 24" O.C. MAX.

CONT. SEALANT (EA. SIDE)

FLOOR

#200A MTL. TRIM & SEALANT

5/8" GYP. BD. (EA. SIDE)

2 x 4 STUDS @ 16" O.C.

TOP PLATE - (2) 2 x 4 RUNNERS - ANCHOR TO STRUCTURE ABOVE @ 24" O.C. MAX.

PLAN

CONT. SEALANT(EA. SIDE)CLG.

4 3/4"

A.

SEAL TIGHT TO DECK

WALL THICKNESS = 4 3/4"

2 x 4 WOOD STUDS

NON RATED INTERIOR WALL

BASE - REF. FIN. SCHED.

SOLE PLATE - 2 x 4 RUNNER -ANCHOR @ 24" O.C. MAX.

CONT. SEALANT (EA. SIDE)

FLOOR

#200A MTL. TRIM & SEALANT

5/8" GYP. BD. (ONE SIDE)

2 x 4 STUDS @ 16" O.C.

TOP PLATE - (2) 2 x 4 RUNNERS -ANCHOR TO STRUCTURE ABOVE @ 24" O.C. MAX.

PLAN

CONT. SEALANT(EA. SIDE)CLG.

B.

SEAL TIGHT TO DECK

WALL THICKNESS = 4 1/8"

2 x 4 WOOD STUDS

A.1.

1-HR RATED INTERIOR WALL

WALL THICKNESS = 4 3/4"

2 x 4 WOOD STUDS

BATT INSUL. BATT INSUL.

113

FIRE EXTINGUISHER CABINET - REF. SPECS.

FURNITURE TYPE KEY

KEYNOTES RELATED TO SPECIFIC NOTES ON SHEET

WINDOW TYPE KEY - REF. SHEET A7.1

DRAWING NUMBER

SHEET NUMBER

DETAIL KEY

ELECTRIC DRINKING FOUNTAIN - REF. PLUMBING

ROOM NUMBERREF: FINISH SCHEDULE A8.1

DOOR WITH DOOR NUMBER KEY

EDF

EXTERIOR ELEVATION KEY

CONTRACTOR FURNISHED CONTRACTOR INSTALLEDC.F.C.I. -

OWNER FURNISHED CONTRACTOR INSTALLEDO.F.C.I. -

FIRE EXTINGUISHER BRACKET MOUNTED - REF. SPECS.

OWNER FURNISHED OWNER INSTALLEDO.F.O.I. -

101

1

A1.1

X

AX.X

F.E.C.

F.E.

SYMBOLS LEGEND

S1

A

PREFIN. MTL. DOWNSPOUTD.S. -

INTERIOR ELEVATION KEYXAX.X

A1

WALL TYPE KEY - REF. WALL TYPESA

PROJECT DATAA. GENERAL COMMENTS 1. Applicable Codes

------ Code Enforcement 2009 International Building Code (IBC) 2009 International Mechanical Code 2009 International Gas Code 2009 International Plumbing Code with Amendments

2009 International Energy Conservation Code 2008 Joint Electric Code with Amendments

2. This project shall comply with the Americans with Disabilities Act (ADA) 3. Project Name: MCECU MORTGAGE OFFICE BUILDING 4. Project Location: 2678 MT. MORIAH TERRACE

5. Project Description: NEW CONSTRUTION

B. BUILDING 1. New Construction occupancy type: (IBC - section 508.3) a. Group B

2. Area: a. The B- Unprotected maximum allowable area is 9,000 sq. ft. per floor

(IBC - Table 503)b. Frontage increase .75 = 6750 sq. ft.

Allowable with increases = 15750 sq. ft.c. The actual building area is: 4453.81 sq. ft.d. Area of overhangs: 423.74 sq. ft.e. The total building area with overhangs is: 4877.55 sq. ft.

3. Height: a. The maximum allowable height is 40 ft. (IBC - Table 503) b. The actual building height is: 27' - 3" to top of highest roof eave 4. Type of Construction: Type VB - Unsprinklered a. Construction Materials To Be: (Table 601) (1.) Exterior Walls - brick veneer and wood studs - rated 0 (2.) Interior Walls - wood studs and gyp. bd. - rated 0 (3.) Roof Stucture - wood truss and wood decking. - rated 0 fire resistance

6. Max. Travel Distance to an exit: a. 200 ft. travel distance to exit. (LSC 14.2.6/IBC table 1016.1) b. Maximum dead end corridor length shall not exceed 20 ft.

7. Earthquake Resistance (2012 International Building Code with ammendments per City of Southaven County Enforcement) a. Ref. structural for design loads.

8. Occupant Load for determining Means of Egress: (IBC Table 1004.1.1)

1st FloorBUSINESS AREAS 1541.99/100 = 24 OCCUPANTSASSEMBLY AREAS 777.62/15 = 53 OCCUPANTS

TOTAL = 77 OCCUPANTS2nd Floor

BUSINESS AREAS 651/100 = 7 OCCUPANTSBUILDING TOTAL = 84 OCCUPANTS

9. Means of Egress Width per Occupant: 0.2 inches per person (IBC Table 1005.1/LSC 7.3.3.1) a. Minimum corridor/aisle width is 44 inches b. Minimum clear opening of an exit door is 33.6 inches. c. Minimum clear stair width is 44 inches. 1. 13.6 inches of egress width required (68 persons x 0.2 inches/person) 2. 50% of the capacity to exit out main entrance 6.8 inches required 3. Total provided at main entrance 72 inches; total for floor 140 inches d. Minimum clear opening of an exit door is 32 inches. (IBC Table 1005.1)(LSC 7.2.1.2.3) (2) 34" provided 10. Plumbing Fixture Requirements: (IBC Table 2902.1)

Classification - Business and Storagea. Occupants = 68 Total:

- 16 Business occupants (1 per 25 first 50 and 1 per 50 exceeding 50) - 52 Assembly Occupants (1 per 125 male and 1 per 65 female)

Plumbing Fixtures Required Provided Toilets 4 4 (1 Urinal) Lavatories 2 2

Drinking fountain 1 2 (1 Hi-low)Utility sink 1 1

11. Design of Handrails and Guardrails Shall Comply with International Building Code (2006) Chapter 16 Paragraph 1607.7 Loads on Handrails, guards, grab bars, and vehicle barriers and 1607.7.1 Handrails and guards.

9700 Village Circle, ste.100Lakeland, TN 38002

901.332.5533fax: 901.332.5534

Sheet Title

Project No.

Date

Drawn by

Sheet

No.

r

e

n

a

i

s

s

a

n

c

e

g

r

o

u

p

www.rgroup.biz

7/1

8/2

017 1

1:2

6:5

1 A

M

C:\

Users

\kw

illiam

s\D

ocu

men

ts\1

7011 -

MC

EC

U M

OR

TG

AG

E B

UIL

DIN

G_C

EN

TR

AL

_keair

rasw

illiam

s.r

vt

GENERAL INFORMATION

17011

Author

07-17-2017

G0.1

MC

EC

U O

FF

ICE

BU

ILD

ING

2678 M

T. M

OR

IAH

TE

RR

AC

E

NE

W C

ON

ST

RU

CT

ION

REV DESCRIPTION DATE

NO

TO

LE

RA

NC

E

42"

NO

TO

LE

RA

NC

E

36"

ST

AN

DIN

GA

CC

ES

SIB

LE

HA

ND

ICA

PA

CC

ES

SIB

LE

DRINKING FOUNTAIN SPOUT OUTLET

15

"-17

"

ST

AN

DA

RD

17

"-19

"

HA

ND

ICA

PA

CC

ES

SIB

LE

FLOOR MOUNTED TOILET

25"

ST

AN

DA

RD

MA

X.

1' -

5"

HA

ND

ICA

PA

CC

ES

SIB

LE

WALL MOUNTED URINALS

27

" M

AX

.

31

" M

AX

.

34

" M

AX

.

STANDARD & HANDICAP ACC.

HANDICAP ACC.

24

" C

LR

.

SIN

K:C

HIL

DR

EN

5

YE

AR

S O

LD

O

R

YO

UN

GE

R

SIN

K:

CH

ILD

RE

N

6-1

2 Y

EA

RS

OL

D

AD

UL

T S

INK

CH

N: 1

8"

- 2

7"

33

" -

36

"

36" MIN.

42" MIN

MAX.

1' - 0"

HANDICAP ACCESSIBLE RESTROOM LAYOUT

MAX.

1' - 0" 24" MIN.

54" MIN.

CHN. 12" - 18"

16"-18"

7"-9"

2' -

10

"

MA

X

35"

MA

X

35" A.F.F. MAX IF NOT MOUNTED OVER

COUNTER OR LAV

2' -

6"

5 1

/4"

34

" M

AX

.

3' - 0" 9"

ACC. PAN.

40" A.F.F. MAX IF ABOVE VANITY COUNTER TOP

HANDICAP ACC OR WALL MOUNTED SINK

ADA LEGEND - VERIFY THAT ALL REQUIRED CODES & MANUFACTURERS INSTALLATION REQUIREMENTS ARE MET

TY

PIC

AL

@ P

RE

-KC

LA

SS

RM

. T

OIL

.

11

"-12

"

1' - 6" 1' - 6"

40"

MA

X

SU

RF

AC

E

27 IN

MIN

B.O

. W

OR

K17" - 25"TOE CLEAR.

SU

RF

AC

E

34 IN

MA

XT

.O. W

OR

K

OP

ER

AB

LE

PO

RT

ION

48 IN

MA

X

BABY CHANGING STATION

15 IN

MIN

CHILD PROTECTION SEAT

B.O

. L

OW

ER

ED

S

EA

T

CH

N: 1

4"

- 1

9"

18"

MIN

48"

MA

X

44"

MIN

UPPER RANGE OF MOUNTING HEIGHTS

CH

N: 1

1"

- 1

7"

17

" -

19

"

WALL MOUNTED SINKS

STANDARD & HANDICAP ACC.

MIRROR - REFLECTING SURFACE RESTROOM ACCESSORIES WITH OPERABLE PARTS

CHILDREN: 36"- 44" DEPENDING ON AGE

1' -

6"

CH

N: 2

1"

- 3

0"

39

" -

41

"

CHN: 34" - 36"

39" - 41"

ACC. PROTECTIVE PANEL

34"

MA

X

1' - 5 3/8"

9"

10 11/16"

2' - 0"

11"

FLUSH VALVE SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREA, NO MORE THAN 44" A.F.F.

FLUSH CONTROLS SHALL BE MOUNTED 44" A.F.F. MAX.

ALL SINK HARDWARE TO BE ADA COMPLIANT

PROVIDE UNDER SINK PROTECTIVE PIPE COVERS- COLOR WHITE ON ALL EXPOSED PIPES; LAV GUARD DRAIN AND SUPPLY LINE COVERS INSTALL ON ALL DRAIN LINES SUPPLY VALVES AND SUPPLY LINES.

GENERAL NOTES

SIZE OF CLEARANCE ATWATER CLOSETS

56"

MIN

60" MINWHEELCHAIR ACCESSIBLE

WATER CLOSETS

AMBULATORY ACCESSIBLE

WATER CLOSETS

TOILET PLACEMENT AT WATER CLOSETS

UNOBSTRUCTED FORWARD REACH

48"

MA

X

15"

MIN

20" MAX

48"

MA

X

OBSTRUCTED HIGH FORWARD REACH

25" MAX

44"

MA

X

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

10" MAX

15"

MIN

48"

MA

X

34"

MA

X

48"

MA

X

10" MAX

34"

MA

X

46"

MA

X

>10 - 24" MAX

VERTICAL CLEARANCE

27 m

ax

685 2

030

X <

80

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80'' HIGH. THE LEADING EDGE OF THE GUARDRAIL SHALL BE LOCATED 27" MAX A.F.F.

ACCESSIBLE DOOR CLEARANCES

X > 8

PULL SIDE

DOOR PROVIDED WITHBOTH CLOSER

AND LATCH

X > 8

16" - 18" 17" - 19"

60

" M

IN.

18" MIN.12" MIN. 4

8"

MIN

.

PUSH SIDEH

OO

K &

HA

ND

LE

48"

MA

X

FIRE EXTINGUISHER MOUNTING HEIGHT

F.F.E.

CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 30 INCHES WIDE MINIMUM. AN ACCESSIBLE LABORATORY SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHERE A PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE SHALL EXTEND 12 INCHES MINIMUM BEYOND THE WALL AT THE HEAD END OF THE BATHTUB.

BATHTUB CLEARANCE

CONTROL END

WALL

HEADENDWALL

BACK WALL

REMOVABLE IN-TUB SEAT PERMANENT SEAT

CONTROL END

WALL

BACK WALL

HEADENDWALL

BATHTUB

LENGTH OF

BATHTUB

LENGTH OF

MIN

12"

30"

MIN

30"

MIN

ABBREVIATIONSAB

ACT

ABV

AFF

ALT

ALUM

ARCH

BD

BG

BLDG BUILDING

ALUMINUM

ARCHITECT(URAL)

BOARD

BUMPER GUARD

ACOUSTIC TILE

ABOVE

ABOVE FINISHED FLOOR

ALTERNATE

ANCHOR BOLT

BTW

CB

CF

CG

BLK

BM

BO or B/

BRZ

BOTTOM OF

CORNER GUARD

CATCH BASIN

BETWEEN

COMPRESSIBLE FILLER

BRONZE

BLOCK(ING)

BEAM

CR

CTR

CT

CPT

CP

COORD

CONT

CONST

CONN

CONC

CLR

CMU

COL

COMP

CJ

CL

CLDG

CLG

CENTER

CERAMIC TILE

CARD READER

CARPET

CEMENT PLASTER

COORDINATE

CLADDING

CONTINUOUS

CONNECTION

CONCRETE

COMPOSITION

CONCRETE MASONRY UNIT

CLEAR

CONSTRUCTION

COLUMN

CONTROL JOINT

CEILING

CENTER LINE

CEM CEMENT (ITIOUS)

CONTR CONTRACTOR

DEMOUNTABLE

DOUBLEDBL

DN

DIM

DIA

DWG

DR

DIST

DEM

DIAMETER

DETAIL

DOWN SPOUT

DAMP PROOFING

DOWN

DISTRIBUTION

DIMENSION

DRAWING

DOOR

DP

DTL

DS

FLOOR DRAIN

EDGE OF SLAB

ELECTRIC WATER COOLER

FINISH(ED) CEILING

FLAT BAR

FLOOR

EXTERIOR

EXPOSED

EXHAUST

FIRE ALARM

EMERGENCY SHOWER

EYE WASH

EQUIPMENT

EQUAL

ENGINEER

ENCLOSURE

EXISTING

EACH

ELECTRIC(AL)

ELEVATOR

ELEVATION

EXPANSION JOINT

FL

EXP

EXH

FH

FA

FD

FC

FB

EXT

EQ

EW

EWC

EQUIP

ENG

EOS

ENCL

EL

ELEC

ELEV

EXIST (E)

EA

EJ

FIRE HYDRANT

ES

FACE OF FINISH

FACE OF CONCRETE

FINISH(ED)

FIRE HOSE CABINET

FOF

FOC

FIN

FHC

FEC FIRE EXTINGUISHER CABINET

FOOT/FEETFT

FP FIRE PROOFING

FURR

FTG

FURRING

FOOTING

FVC

FV

FIRE VALVE CABINET

FIELD VERIFY

FOS FACE OF STUD

FXT FIXTURE

GWB

GB

GR

GYPBD

GL

GA

GALV

GYPSUM WALLBOARD

GAUGE

GALVANIZED

GRANITE

GYPSUM BOARD

GRAB BAR

GLASS

HM

HCP

HDW

HD

HC

H

HOLLOW METAL

HANDICAP(PED)HOLLOW CORE

HARDWARE

HEAD

HIGH

HWD

HR

HT

HP

HORIZ HORIZONTAL

HIGH POINT

HARDWOOD

HOUR (FIRE RESISTANCE)

HEIGHT

INT

ID

INSUL

INSIDE DIAMETER

INSULATION

INTERIOR

MB

MAX

MAT

MACH

LL

LP

LF

LT

LOC

JT

LAV

MARKER BOARD

MAXIMUM

JOINT

LINEAR FOOT/FEET

MATERIAL

LIVE LOAD

LOW POINT

LOCATION

MACHINE

LIGHT

LAVATORY

MECHANICAL

MANUFACTURER

MISC

NO

NTS

OC

NOM

MTD

NIC

MTL

MECH

MR

MIN

MFR

NOT TO SCALE

MISCELLANEOUS

MOUNTED

NOT IN CONTRACT

METAL

NUMBER

ON CENTER

NOMINAL

MOISTURE RESISTANT

MINIMUM

OUTSIDE DIAMETER

OVER FLOW DRAINOFD

OD

OH

OPNG

OVERHEAD

OPENINGOPP OPPOSITE

PLAM

PKG

PERM

PL

PC

PLASTIC LAMINATE

PARKING

PERIMETER

PLATE

PRECAST CONCRETE

PR

POL

PS

PLAS

PNLPLASTER

PANEL

POLISHED

PAIR

PROJECTION SCREEN

PTD

PT

PAPER TOWEL DISPENSER

PAINT

PARTITIONPTN

PLYWOODPWD

PRESS PRESSURE, PRESSURIZATION

REFERENCE

RETAINING

REF

RM

RO

REQDRET

REIN

RD

RB

RAD

ROOM

ROUGH OPENING

REINFORCE(D), REINFORCING

RESILIENT BASE

REQUIRED

ROOF DRAIN

RADIUS

RISER

SQ SQUARE

STEEL

STRUC

STL

SS

SUSP

SCHED

STD

STAINLESS STEEL

SCHEDULE(D)

STANDARD

STRUCTURE, STRUCTURAL

SUSPEND(ED)

TOP OF CONCRETE

TOD

TOC

THK

TOB

THLD

TEL

TOP OF DECK

THRESHOLD

TELEPHONE

TOP OF BEAM

THICK(NESS)

T/

TD TRENCH DRAIN

TOP OF

TREAD

TOP OF ROOFTOR

TYP

TOS

TYPICAL

TOP OF SLAB

TOP TOP OF PARAPET

UNLESS NOTED OTHERWISEUNO

VCT

VERT

VINYL COMPOSITION TILE

VERTICAL

WOODWD

WT

WR

WP

WEIGHT

WATER RESISTANT

WATERPROOFING

W/O

W

W/

WITHOUT

WITH

WIDE

TS TUBE STEEL

VAR VARY/VARIES

TEMP TEMPERED

PERF PERFORATED

LAM LAMINATE

FACE OF BRICKFOB

WWF

WW

WPT

WELDED WIRE FABRIC

WINDOW WASHING

WORK POINT

CC COLUMN COVERTERR TERRAZO

CK CARD KEY

OVERO/

R

T

(N) NEW

SV SMOKE VENT

EWSS EYEWASH/ SAFETY SHOWER

FRP FIRE RATED POLYPROPYLENE

EIFS EXTERIOR INSULATION & FINISH

PAF POWER ACTUATED FASTENER

CTRSK COUNTERSUNK

T/B TOP & BOTTOMT&B TOP & BOTTOM

S/R SUPPLY/RETURN

OUTSIDE OFO/O

ADJACENTADJ

FS FIRESTOP

SYSTEM

HSS HOLLOW STRUCTURAL SHAPE

CO CLEAN OUT

DB DRY BULB

EM EMERGENCY

OHD OVERHEAD DOOR

RAU RETURN AIR UNIT

WB WET BULB

SHEATHINGSHTG

SIM

SPEC

SLNT SEALANT

SIMILAR

SPECIFICATION

SC

SHT

SECT

SAN

SHEET

SECTION

SOLID CORESANITARY

SERV SERVICE

SHEET METAL SCREWSMS

SD SQUARE DRIVE

ELECTRIC DRINKING FOUNTAINEDF

9700 Village Circle, ste.100Lakeland, TN 38002

901.332.5533fax: 901.332.5534

Sheet Title

Project No.

Date

Drawn by

Sheet

No.

r

e

n

a

i

s

s

a

n

c

e

g

r

o

u

p

www.rgroup.biz

7/1

8/2

017 1

1:2

6:5

4 A

M

C:\

Users

\kw

illiam

s\D

ocu

men

ts\1

7011 -

MC

EC

U M

OR

TG

AG

E B

UIL

DIN

G_C

EN

TR

AL

_keair

rasw

illiam

s.r

vt

ADA REFERENCE SHEET

17011

Author

07-17-2017

G0.2

MC

EC

U O

FF

ICE

BU

ILD

ING

2678 M

T. M

OR

IAH

TE

RR

AC

E

NE

W C

ON

ST

RU

CT

ION

REV DESCRIPTION DATE