INDEX OF DRAWINGS...h. all dimensions are shown to face of gypsum board of new construction or...

INDEX OF DRAWINGSSHTNO. DWG NO. DESCRIPTION

GENERAL

CIVIL

ARCHITECTURAL

STRUCTURAL

HVAC

INDEX OF DRAWINGS (CONT.)SHTNO. DWG NO. DESCRIPTION

PLUMBING

ELECTRICAL

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79

5272 S. College Drive, Suite104Murray, Utah 84123

10/30/2018 1:44:07 PM

A-01

Gen

eral

Info

rmat

ion

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

4

DRAWING INDEX

DEFINITIONS

1. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THECONTRACT.

2. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'SSUBMITTALS, APPLICATIONS, AND REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'SDUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE CONTRACT.

3. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING"REQUESTED," "AUTHORIZED," "SELECTED," "REQUIRED," AND "PERMITTED" HAVE THESAME MEANING AS "DIRECTED."

4. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR INWRITTEN FORM ON DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACTDOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND"SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."

5. "REGULATIONS": LAWS, ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BYAUTHORITIES HAVING JURISDICTION, AND RULES, CONVENTIONS, AND AGREEMENTSWITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK.

6. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING,UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

7. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE,ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAROPERATIONS AT PROJECT SITE.

8. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

9. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THEEXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND MAY OR MAY NOT BEIDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE BUILT.

ABBREVIATIONS

GENERAL NOTES

A. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARESUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITYOF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGSBEFORE THE INSTALLATION OF MECHANICAL OR ELECTRICAL CONSTRUCTION. ANY

DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS'DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGSSHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER OWN EXPENSE

AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

B. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES(AMERICANS WITH DISABILITIES ACT).

C. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THISWORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED ASMINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING)CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE

PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY.

D. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVEDEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BEPROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTIONZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH

THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OFOPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION ASINDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGSREVIEWED BY THE ARCHITECT.

F. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

G. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITHTHE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OFINTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER,

SAW CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THEOWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT.

H. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEWCONSTRUCTION OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.

I. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THECONTRACTOR SHALL NOT SCALE DRAWINGS.

J. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAILIN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOTTHE REFERENCE IS REPEATED IN EVERY INSTANCE.

K. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTSAND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE ORSUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR,HE/SHE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION

MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED.

L. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED INTHE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.

M. ALL PENETRATIONS INTO SOUND OR FIRE RATED PARTITIONS, FLOORS OR CEILINGASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.REFER TO IBC CURRENT VERSION FOR REQUIREMENTS FOR OPENINGS IN FIRE RATEDWALLS. FOR OPENINGS LESS THAN 16 SQUARE INCHES, THE SPACE BETWEEN THE

WALL AND ALLOWED PENETRATIONS MUST BE SEALED TO PREVENT THE MOVEMENTOF HOT FLAME OR GASES. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BESEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OFTHE ASSEMBLY. SEE PENETRATION DETAILS.

N. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THEARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.

O. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAININSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT MANUFACTURERS.

P. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURALMEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEWBEAMS, INISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENTFIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.

Q. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRERETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION SEE RELEVANTDETAILS.

R. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OFGENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.

VICINITY MAP

NORTHTRUE

SITE

13

00 W

EST

S VALLEY WATER ACCESS

T.O.D. TOP OF DECK

T.O.P. TOP OF PARAPET

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V. VENT

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.G. VERTICAL GRAIN

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.C.P. VITREOUS CLAY PIPE

W

W.C. WATER CLOSET

W.H. WATER HEATER

W.P. WATER PROOF

W.R. WATER RESISTANT

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

WDW. WINDOW

W/ WITH

W/O WITHOUT

WD. WOOD

P

PT. PAINT

PTD. PAINTED

PR. PAIR

PNL. PANEL

d PENNY

P.L. PLASTIC LAMINATE

PL. PLATE

PLBG. PLUMBING

P.S.I. POUND PER SQUARE INCH

P.S.F. POUNDS PER SQUARE FOOT

R

RAD. RADIUS

REC. RECOMMENDATION

REG. REGISTER

REQ'D REQUIRED

R.A. RETURN AIR

REV. REVISION

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

RGH. ROUGH

RND. ROUND

S

SCR. SCREW

SECT. SECTION

SEL. SELECT

SHT. SHEET

SIM. SIMILAR

SLDG. SLIDING

SM. SMOOTH

SPEC. SPECIFICATION

SPL. SPLASH

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STRUC. STRUCTURE

S.A. SUPPLY AIR

SUSP. SUSPENDED

SW.BD. SWITCHBOARD

T

TELCO TELEPHONE COMPANY

T.G. TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CURB

H.W. HOT WATER

HR. HOUR

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J

JAN. JANITOR

JT. JOINT

JST. JOIST

L

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

M

M.B. MACHINE BOLT

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MLDG. MOLDING

MULL. MULLION

N

N.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.S. OVERFLOW SCUPPER

O.F.C.I. OWNER FURNISHED, CONTRACTORINSTALLED

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DWL. DOWEL

DN. DOWN

D.S. DOWN SPOUT

D.W.V. DRAINAGE WASTE VENT

DWG. DRAWING

E

EA. EACH

E.W.C. ELEC. WATER COOLER

EL. ELECTRIC

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

F

FT. FEET

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

FL. FLASHING

G

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

H

HDW. HARDWARE

HDWD. HARDWOOD

HTR. HEATER

HT. HEIGHT

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

& AND

@ AT

Ø DIAMETER

(E), EXIST. EXISTING

(N) NEW

d PENNY

# POUND OR NUMBER

A

AC ACOUSTIC

ADD ADDENDUM

A/C AIR CONDITIONING

ALT. ALTERNATE

AL ALUMINUM

A.B. ANCHOR BOLT

ARCH ARCHITECT(URAL)

ASP. ASPHALT

B

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

C

CAB'T CABINET

C.I.P. CAST IN PLACE

C.B. CATCH BASIN

CLG. CEILING

CL CENTER LINE

C.T. CERAMIC TILE

CH CHANNEL

C.O. CLEAN OUT

CLR. CLEAR

CL. CLOSET

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

COND. CONDITION

CONN. CONNECTION

CONST. CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL JOINT

D

D.P. DAMP PROOFING

D.B. DECK BEARING

ARCHITECTURALA-01 General Information

A-02 General Information

A-03 American National Standard Institute Requirements

A-04 General Legend & Notes

A-10 Code Compliance Plan Level 1 Overall

A-11 Floor & Ceiling Demolition Plan

A-11A Enlarged Floor Demolition Plan

A-12 Floor Plan & Reflected Ceiling Plan

A-13 Roof Plan

A-14 Enlarged Plans

A-15 Enlarged Plans

A-16 Enlarged Plans

A-21 Exterior Elevations

A-31 Interior Elevations




A-41 Building Sections

A-42 Wall Sections

A-51 Door Schedule

A-52 Window Schedule

A-53 Finish Schedule

ARCHITECTURAL DETAILSGA-01 Wall Types and Details

GA-02 Details

GA-03 Details

GA-04 Details

GA-05 Cabinet Legend & Details

GA-06 Details

GA-07 Details

GA-08 Details

GA-09 Details

NORTH

PROJECT

Concrete

Earth

Gypsum

Board

Insulation

Rigid

Masonry

Brick

Masonry

Concrete

Block

Finish Wood

EIFS

Stone

Precast

Steel

Gravel

Batt

Insulation

Blocking

HATCH PATTERN BELOW INDICATES REPRESENTATION OF BUILDING MATERIALS IN

BUILDING SECTIONS, WALL SECTIONS AND DETAILS.

A2022

4

1

2

3

A252

1

CLOUD INDICATES

DRAWING

REVISION AREA

ROOM NAME

ROOM NUMBER

SHEET WHERE DRAWN

BUILDING SECTION

EXTERIOR ELEVATION

NUMBER

REVISION NUMBER

INTERIOR ELEVATION

NUMBER

SHEET WHERE DRAWN

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE

DRAWN

0B

CL

FLOOR FINISH TAG

TAGS ARE INDICATED ON FINISH FLOOR PLAN.

SEE FINISH SCHEDULE, SHEET A-53, FOR FLOOR

COVERING AND FINISHES REQUIRED.

CENTER LINE

0A

01

02DATUM POINT TAG

32

00.00

W14

DETAIL KEYED NOTES

GENERIC, NON PROJECT SPECIFIC

NOTES

/

MATCHLINE

3 A101

FLOOR PLAN MATCHLINE

BUILDING SECTIONS

SECTION TAGS ARE

INDICATED ON

OVERALL DIMENSION

FLOOR PLANS

WALL SECTIONS

SECTION TAGS ARE

INDICATED ON

DIMENSION FLOOR

PLANS

EXTERIOR ELEVATION TAGS

TAGS ARE INDICATED ON

OVERALL DIMENSION

FLOOR PLANS

INTERIOR ELEVATION TAGS

TAGS ARE INDICATED ON

FINISH FLOOR PLANS

WALL TAG

WALL TAGS ARE INDICATED ON

DIMENSION FLOOR PLANS. WALL

TYPES ARE INDICATED IN SHEET GA-01

NORTH

A506

1

A506

1

A

A1

FLOW ARROW

WATER DRAINAGE DIRECTION

SHOWN ON SITE AND ROOF

PLANS

CABINET TAG

CABINET TYPES ARE INDICATED ON

INTERIOR ELEVATIONS & CABINET LEGEND,

SHEET A-05.

DIVISION NOTE

DIVISON #

0000

ROOM

100'-0"

VERTICAL ELEVATION

SPOT ELEVATION

ELEVATION

LEVEL

T.O.W.

9'-0"

HEIGHT ABOVE FINISH FLOOR

ROOM AREA

101A

F2

2

A101

KEYED NOTES

PROJECT SPECIFIC NOTES

INDICATED ON PLANS,

SECTIONS AND ELEVATIONS.

WALL BASE TAG


SEE FINISH SCHEDULE, SHEET A-53, FOR WALL

BASE TYPE.

WALL FINISH TAG


SEE FINISH SCHEDULE, SHEET A-53, FOR WALL

FINISHES REQUIRED.

B1

W3

P2

WINDOW TAG

WINDOWS TAGS ARE INDICATED ON

DIMENSION FLOOR PLANS

DOOR TAG

DOOR TAGS ARE INDICATED ON

DIMENSION FLOOR PLANS

2

A101

2

A101

SHEET WHERE DRAWN

WALL SECTION

SHEET WHERE DRAWN

DETAIL NUMBER

SIGN TAG


SEE SIGN TYPE DETAILS.

S2

PAINT FINISH TAG


SEE FINISH SCHEDULE, SHEET A-53, FOR PAINT

FINISHES REQUIRED.

GRID LINE

GRID TAG

NORTH ARROW

DETAIL TAGS

DETAIL TAGS

CEILING TAG

ROOM TAG

REVISION TAG

GRID REFERENCE MARK

SHEET WHERE DRAWN

DETAIL LOCATION NUMBER

ROOM NAME

SQUARE FEETROOM

A-C 999

OCCUPANCY TYPE

CODE COMPLIANCE PLAN

ROOM TAG

EXIT TAG

OCCUPANT LOAD

NAME

OCCUPANT LOAD

AT EXIT

OCCUPANT LOAD

ALLOWED

EGRESS WIDTH

PROVIDED

EXIT

100 36"

000

999

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:08 PM

A-02

Gen

eral

Info

rmat

ion

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

5

LEGEND - MATERIALS GENERAL INFORMATION SYMBOLS & TAGS

MANEUVERING CLEARANCE AT SWINGING DOORS

(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE

FIG. 404.2.4.1(E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE

(445) (305)(915) (1065)

(610)

(1370)

(1065)

(1370)

(1525)

(1065)

(1220)

(1220)

(610)

FIG. 404.2.4.2

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH

FIG. 404.2.6

TWO DOORS IN A SERIES

(A) (B)

(1220)

(1065)

(1065)

(610)

(1370)(1220) (1220)

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 405.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(1525) (1525)

(305) (915) (305)

(760) (1220)

(915)

(1525)

(760)

(1220)

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

(915) (1525)

(1220)

(760)

(X >

610)

(X >

380)

FIG. 702.3.3.1

LOCATION OF WALL-MOUNTED APPLIANCES

(A) WALL ALARM (B) WALL ALARM WITH SMOKE DETECTOR

FLOOR OR GROUND

(100-3

05)

(2030-2

440)

FLOOR OR GROUND

(2030-2

440)

(CEIL

ING

HEIG

HT

> 9

140)CEILING CEILING

FIG. 702.3.3.2

LOCATION OF CEILING-MOUNTED APPLIANCES

FIG. 702.3.5.1

APPLIANCE SPACING IN CORRIDORS

(15-3

0m

)

(4570) (4570)(15-30m) (15-30m)

FIG. 702.3.6.2

APPLIANCE LOCATION IN

SLEEPING ROOMS

(A) ONE BED

(4880)

(B) TWO BEDS

FIG. 703.2.4.4

CHARACTER HEIGHT

LIBRARY

(16-5

1)

FIG. 703.2.8

MOUNTING LOCATION AT DOORS

(455)

(455)

(A) PARALLEL APPROACH

(B) FORWARD APPROACH

FIG. 704.2.1

CLEAR FLOOR OR GROUND

SPACE FOR TELEPHONES

FIG. 705.3.1.1

TRUNCATED DOME SIZE

(60)

FIG. 306.3

KNEE CLEARANCE

(205)

(280)

(685)

(230)

FIG. 306.2

TOE CLEARANCE

(430)

(230)

FIG. 403.5.1

CLEAR WIDTH AT TURN

(1065)

(1065)

(X <

1220)

(610) (610)(1220)

(815)

(915)

(815)

90

(A) HINGED DOOR

(815)

(B) SLIDING DOOR

(815)

(C) FOLDING DOOR

FIG. 404.2.3

CLEAR WIDTH OF DOORWAYS

(1220)

(A) FRONT APPROACH, PULL SIDE

BUILDING BLOCKS

MA

X.

(6.4

)

2

FIG. 303.2VERTICAL CHANGES IN LEVEL

FIG. 303.3

BEVELED CHANGES IN LEVEL

1

FIG. 302.3

OPENINGS IN FLOOR

OR GROUND SURFACES

PROTRUDING OBJECTS

FIG. 307.3

POST-MOUNTED PROTRUDING OBJECTS

(100)

(305) (305)

(X > 305)

(X > 305)

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

(380)

(1220)

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

(1220)

(510) (510-635)

(1220)

(1220)

(255)

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

(610)

FIG. 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

LONG DIMENSION

PERPENDICULAR

TO DIRECTION OF TRAVEL

(1170)

(4570)

(4880)

(13)

CL

DOORS AND DOORWAYS

18" MIN.

48"

MIN

. 36" MIN.

60"

MIN

.

42" MIN.

54"

MIN

.

42"

MIN

.

54" MIN.

48"

MIN

.

24" MIN.12" MIN.24" MIN.

42"

MIN

48" MIN. 48" MIN. 54" MIN.

48"

MIN

.

42"M

IN.

42"

MIN

.

24" MIN.

CLEAR FLOOR SPACE

60" MIN. 60" MIN.

60"

MIN

.

48" MIN.

48"

MIN

.

30" MIN.

30"

MIN

.

36"

MIN

.

12" MIN. 36" MIN. 12" MIN.

48"

MIN

.

36" MIN. 60" MIN.

30"

MIN

.

X >

15"

X >

24"

4"-

12"

80"-

96"

30' M

AX

.

CEIL

ING

HEIG

HT

> 3

0'

15' MAX. 50'-100' 50'-100' 15' MAX.

50'-100'

15' M

AX

.

16' MAX.

16' MAX.

5/8

"-2"

18" MIN.

18"

20"

MA

X.

10"

MA

X.

(255) (

510) .9" 2.3

5"2.35"

(60)

(23)

.2"

(5)

27"

MIN

.

9"

MIN

.

8" MIN.

11" MIN.

9"

MIN

.17" MIN.

42"

MIN

.42"

MIN

.

48" MIN.

X <

48"

36"

MIN

.

32"

MIN

.

24" MAX.48" MIN.24" MAX.

32" MIN.32" MIN.

32" MIN.

1/4

"1/4

" -

1/2

"

(6.4

-13)

4" MAX.

X >

80"

X >

27"

X >

27" 80"

MIN

.

27"

MA

X.

X > 12"

X > 12"

(X >

2030)

(X >

685)

(X >

685)

(685)

12" MAX 12" MAX

REACH RANGES

15"

MIN

.

48"

MA

X.

48"

MA

X.

20" MAX.

44"

MA

X.

(1120)

20" - 25"

48"

MA

X.

48"

MA

X.

10" MAX.

46"

MA

X.

24" MAX.

ACCESSIBLE ROUTES

COMMUNICATION ELEMENTS AND FEATURES

1/2

" M

AX

.

(2030)

__

(15

25

)

60

" M

IN

TYPICAL MOUNTING HEIGHTS

PAPER TOWEL

DISPENSER

FIRE EXTINGUISHER

CABINET

CENTERLINE OF

OPERABLE

PARTS

4' -

0"

FLOOR LINE

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:11 PM

A-03

Am

eric

an N

atio

nal S

tand

ard

Inst

itute

Req

uire

men

ts

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

6SCALE: 3/16" = 1'-0"

American National Standard Institute (ICC A117.1 - 2009) Requirements1

ROOF DRAIN. SEE DETAIL

TAPERED INSULATION CRICKET WITH 1/8" PER

FOOT SLOPE, MINIMUM, ALONG VALLEY

AND 1/4" PER FOOT SLOPE, MINIMUM,

ACROSS CRICKET.

SLOPE DOWN DIRECTION FOR WATER

FLOW TOWARD ROOF DRAINS.

ROOF HATCH

WALKWAY PADS.

AS ROOF STRUCTURE IS LEVEL (FLAT WITH NO

SLOPE) IN THIS AREA, USE TAPERED INSULATION

(1/4" PER FOOT SLOPE) FOR DRAINAGE.

PROVIDE CRICKETS AS REQUIRED ON THE TOP

OF TAPERED INSULATION.

BUILDING COMPONENTS (ROOF DRAINS, HATCH, ETC.) ARE DRAWN AT 1/4" = 1' - 0".

ON PLANS DRAWN AT 1/8" = 1' - 0" SCALE, COMPONENTS SHALL APPEAR HALF THIS

SIZE.

2' X 2' LAY-IN ACOUSTICAL PANEL

CEILING. SEE DETAILS

CEILING HEIGHT ABOVE FINISHED FLOOR

NEW RETURN AIR GRILLE - SEE MECHANICAL

DRAWINGS

9'-0"

BUILDING COMPONENTS (CEILING, LIGHT FIXTURES, ETC) INDICATED BELOW IN

THIS LEGEND ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR

HALF THE SIZE (SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

2' X 4' LAY-IN ACOUSTICAL PANEL CEILING.

SEE DETAILS

SUSPENDED GYPSUM BOARD CEILING OR

SOFFIT SEE DETAILS

NEW SUPPLY AIR GRILLE - SEE MECHANICAL

DRAWINGS

NEW EXHAUST FAN - SEE MECHANICAL

DRAWINGS

NEW 2' X 4' LIGHT FIXTURE - SEE ELECTRICAL

DRAWINGS

,

,

NEW WALL MOUNTED LIGHT - SEE

ELECTRICAL DRAWINGS

NEW DOOR IN NEW WALL. SEE DOOR

SCHEDULE.

NEW WINDOW. SEE WINDOW TYPES.

TAGS ARE PLACED ON THE FRONT

SIDE OF WINDOW.

NEW CMU WALL. SEE WALL TAGS ON

DIMENSION PLANS FOR MORE

INFORMATION.

NEW CAST-IN-PLACE CONCRETE

WALL. SEE WALL TAGS ON DIMENSION

PLANS FOR MORE INFORMATION.

NEW BRICK MASONRY WALL. SEE

WALL TAGS ON DIMENSION PLANS

FOR MORE INFORMATION.

NEW METAL STUD WALL. SEE WALL

TAGS ON DIMENSION PLANS FOR

MORE INFORMATION.

BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND

ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE

(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

A1

A

101

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE DEMOLISHED

EXISTING WINDOW TO REMAIN

EXISTING WINDOW TO BE

DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING WALL TO BE DEMOLISHED.

BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND

ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE

(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:14 PM

A-04

Gen

eral

Leg

end

& N

otes

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

7

GENERAL NOTES - FLOOR & DIM. PLANS

A. REFER TO THE CODE COMPLIANCE PLANS FOR INDICATION OF FIRE RATED WALLS.

B. AT LOCATIONS WITHOUT CEILINGS (ROOM IS OPEN TO STRUCTURE ABOVE), EXTENDALL WALLS, SOFFITS, AND HEADERS (INCLUDING ALL STUD FRAMING, GYPSUMBOARD, INSULATION & CMU, WHERE APPLICABLE) TO THE METAL ROOF DECKABOVE.

C. WHEN FLOOR HEIGHT VARIES IN A ROOM, THE CEILING HEIGHT SHOWN IS THE HEIGHTABOVE THE FLOOR AT THE ENTRY, UNO.

D. FOR CLARITY SAKE, DIMENSIONS ARE NOT SHOWN AT THE FOLLOWING LOCATIONS: a. WHERE THE FACE OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"SUBGRID. b. WHERE THE CENTER OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"

SUBGRID.

E. VERIFY WITH ARCHITECT FOR DIMENSIONS NOT SHOWN.

F. SEE STRUCTURAL DRAWINGS FOR CMU WALLS, MASONRY COLUMNS, AND MASONRYBEAMS. SEE BUILDING EXTERIOR ELEVATIONS FOR VENEER TYPES. SEE FINISH SCHEDULEFOR CMU THAT IS HONED, SCORED, SEALED, PAINTED, ETC.

G. SEE CIVIL, PLUMBING, AND MECHANICAL DRAWINGS FOR FLOOR SINKS, FLOORDRAINS, AND OPENINGS IN FLOOR SLABS AND ROOFS FOR DUCTWORK, ETC.

H. SEE DOOR AND WINDOW SCHEDULE FOR THE REQUIRED DOOR AND WINDOWOPENING SIZES

I. SEE FINISH SCHEDULE AND STRUCTURAL DRAWINGS AND PROVIDE RECESS INCONCRETE FLOOR SLAB AS REQUIRED TO ACCOMODATE FLOOR FINISHES.CONCRETE FLOOR SLAB THAT IS ON GRADE, SHALL BE RECESSED AS REQUIRED, FORA THICK SET MORTAR FOR CERAMIC TILE FINISH. SLOPE SHALL BE AT 1/8" PER FOOT

TOWARDS THE FLOOR DRAIN. CONCRETE FLOOR SLAB, THAT IS NOT ON GRADE,NEED NOT BE RECESSED. IN SUCH LOCATION, USE THIN SET MORTAR FOR CERAMICTILE FINISH WITH A GENTLE SLOPE TOWARDS DRAIN.

J. ALL PENETRATIONS (PIPES, CONDUITS, JOISTS, ETC.) THROUGH FIRE RATED BARRIERWALLS SHALL BE SEALED COMPLETELY WITH FIRE RATED SEALANTS. FILL GAP BETWEENFLUTES OF THE METAL DECK AND METAL TRACK TOP RUNNER WITH FIRE RATEDSEALANTS. SEAL TIGHTLY AROUND PIPES, CONDUITS, DUCTS, ETC THAT PENETRATES

THE FIRE BARRIER WALL WITH FIRE RATED SEALANTS. APPLY SEALANT AS PERMANUFACTURERS RECOMMENDATIONS WITH ANY ADDITIONAL MATERIAL ASREQUIRED INSTALLED AROUND PENETRATIONS TO MAINTAIN THE INTEGRITY OF THEFIRE WALL. SEE MECHANICAL DRAWINGS FOR FIRE AND SMOKE DAMPERS.

K. WALL CABINETS HAVE A DEPTH OF 1'-3" UNLESS NOTED OTHERWISE.

L. ALL MASONRY MORTAR JOINTS LOCATED INSIDE THE BUILDING SHALL BE TOOLEDJOINTS, UNLESS NOTED OTHERWISE. MASONRY JOINTS ON THE BUILDING EXTERIORSIDE SHALL MATCH EXISTING JOINTS.

M. SEE OVERALL FLOOR PLAN SHEETS FOR ANGLES, PIVOT POINT AND DIMENSIONSBETWEEN GRID LINES.

N. SEE CODE COMPLIANCE FLOOR PLANS FOR LOCATION OF FIRE BARRIER, NONRATED WALLS, ETC.

O. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS.

P. IN SOME PROJECTS, DUE TO THE LARGE BUILDING FOOTPRINT SIZE, FLOOR PLANS ARESPLIT AS AREAS A, B, C, ETC. AND EACH AREA IS INDICATED ON SEPARATE SHEETS.MATCH LINES INDICATE THE BOUNDARIES OF EACH AREA. WHEN CONTRACTORS AREPREPARING BID FOR THE PROJECT, COST SHALL INCLUDE ONLY THE BUILDING

ELEMENTS AND ASSOCIATED CONSTRUCTION WORK CALLED OUT WITH KEYED NOTESIN THE AREA INDICATED ON THE SHEET. KEYED NOTES INDICATED OUTSIDE THE MATCHLINE IN ADJACENT FLOOR AREAS SHALL NOT BE COUNTED FOR THAT AREA. THISAVOIDS DUPLICATION OF BUILDING ELEMENTS AND CONSTRUCTION WORK.

GENERAL NOTES - REFLECTED CEILING PLAN

A. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS IN CEILING. CONTRACTORSHALL COORDINATE WITH LIGHT FIXTURES (AS INDICATED IN ELECTRICAL DRAWINGS)AND MOVE DIFFUSERS AROUND THE LIGHT FIXTURE IF THERE IS ANY CONFLICTBETWEEN THE TWO.

B. SOME OF THE ITEMS ON CEILING INDICATED IN MECHANICAL AND ELECTRICALDRAWINGS, MAY OR MAY NOT BE INDICATED ON ARCHITECTURAL CEILING PLANS.SEE MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE WITH ARCHITECTFOR ANY REQUIRED CLARIFICATIONS.

C. CONTRACTOR SHALL NOT HANG CEILING TILES AND LIGHTS FROM DUCTS. FORAREAS ABOVE THE CILING WHERE OVERSIZE DUCTS OCCUR SEE DETAIL 4/GA-07.

D. PAINT ALL VISIBLE EXPOSED ITEMS LIKE METAL DECK, STEEL ANGLES, STEEL BEAMS,STEEL TRUSSES, MISCELLANEOUS EXPOSED STEEL STRUCTURAL COMPONENTS,HOLLOW METAL DOORS, DOOR FRAMES & WINDOW FRAMES. PAINT EXPOSEDSURFACES (WITH COLORS AND ACCENT COLORS AS SELECTED BY ARCHITECT)

EXCEPT WHERE NATURAL FINISH OR MATERIAL IS SPECIFICALLY NOTED AS A SURFACENOT TO BE PAINTED. DO NOT PAINT CONCEALED SURFACES, FINISHED METALSURFACES, OPERATING PARTS AND PRE FINISHED ITEMS.

GENERAL NOTES - ROOF PLAN

A. PROVIDE CRICKET ON THE HIGH SIDE OF ROOF AT ALL CURB LOCATIONS FORMECHANICAL EQUIPMENT, SKYLIGHT, ROOF HATCH, ETC. WHETHER INDICATED ONTHE ROOF PLAN OR NOT.

B. PROVIDE WEATHERHEAD (GOOSNECK 2" CONDUIT) WHERE CONDUCTORSPENETRATE ROOF FOR DISCONNECT SWITCHES, POWER OUTLETS, ETC. SECUREGOOSNECK TO STRUCTURE BELOW.

C. PROVIDE WALKWAY PADS BETWEEN MECHANICAL EQUIPMENT, TO AND FROM ROOFHATCHES AND OTHER ROOF ACCESS POINTS, AND AROUND MECHANICALEQUIPMENT REQUIRING PERIODIC MAINTENANCE.

A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONSINCLUDING UNDERGROUND UTILITIES AND SERVICE LINES, IRRIGATION LINES AND SUBSURFACE STRUCTURES AND ALL OTHER EXISTING CONSTRUCTION BOTH ABOVE ANDBELOW GRADE.

B. PRIOR TO REMOVAL OF EXISTING BUILDING MATERIALS (INCLUDING WALLS, DOORS,WINDOWS, CEILING, ETC.) INDICATED IN THE DEMOLITION PLANS, CONTRACTORSHALL THOROUGHLY COORDINATE ARCHITECTURAL FLOOR PLANS, CEILING PLANS,FINISH SCHEDULES AND ALL CONSULTANT DRAWINGS TO DETERMINE EXACT EXTENT

OF REMOVAL.

C. COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING ITEMS SHOWN TO BEREMOVED THAT WILL BECOME PROPERTY OF THE OWNER. CAREFULLY REMOVE SUCHITEMS SO AS NOT TO DAMAGE THEM.

D. IN EXISTING WALLS THAT ARE NOTED TO REMAIN, ANY NAILS, SCREWS, OR OPENINGSTHAT REMAIN AS A RESULT OF EXISTING EQUIPMENT REMOVAL OR WALL REMOVALSHALL BE PATCHED WITH SMOOTH, EVEN, INVISIBLE TRANSITION. IN PLACES WHERETHE EXISTING WALL IS CUT FOR INSTALLATION OF POWER OUTLETS, SWITCH,

THERMOSTAT, ETC. PATCH OPENING IN WALL WITH GYPSUM BOARD. PROVIDESMOOTH, EVEN, INVISIBLE TRANSITION BETWEEN NEW AND EXISTING WALL FINISH.

E. THE OWNERS STAFF WILL CONTINUE TO OCCUPY AREAS DIRECTLY ADJACENT TO THECONSTRUCTION AREA. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALLNECESSARY MEASURES TO MINIMIZE DISRUPTION ACTIVITIES CONDUCTED BY THEOWNERS STAFF. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF

NOISY ACTIVITIES, SHUT-DOWNS, AND ANY OTHER ACTIVITIES WHICH MAY DISRUPTNORMAL OPERATIONS PRIOR TO PERFORMING THE WORK.

F. ONCE FLOORING DEMOLITION HAS OCCURRED, CLEAN AND PREPARE FLOOR TORECEIVE NEW FLOOR COVERINGS. THIS SHALL BE COORDINATED WITH THE FINISHSCHEDULE AND MANUFACTURER OF NEW PRODUCTS FOR FLOOR PREPARATIONREQUIREMENTS.

G. ITEMS SHOWN ON THESE FLOOR PLANS FOR REMOVAL ARE BUILT-IN ITEMS.EQUIPMENT, FURNITURE, & OTHER ITEMS EXISTING IN THE SPACE THAT ARE NOTBUILT-IN SHALL BE REMOVED OR CLEARED TEMPORARILY BY THE OWNER.

GENERAL NOTES - DEMOLITION FLOOR PLAN

LEGEND - ROOF PLAN LEGEND - FLOOR & DIMENSION PLANSLEGEND - REFLECTED CEILING PLAN LEGEND - DEMOLITION FLOOR PLAN

SB SBSB SB SB

SP SPSP SP SP

O.L. 3

LEGEND DESCRIPTION FIRE RESISTANCE RATINGDOOR FIRERATING

WINDOW FIRERATING

AREA OF REMODEL N/A N/A N/A

PATH OF TRAVEL N/A N/A N/A

1-HOUR FIRE RATED 1-HOUR FIRE RESISTANCE 3/4-HOUR 3/4-HOUR

2-HOUR FIRE RATED 2-HOUR FIRE RESISTANCE 1 1/2-HOUR 1 1/2-HOUR

SMOKE BARRIER WALL 1-HOUR FIRE RESISTANCE 1/3-HOUR 3/4-HOUR

SMOKE PARTITION WALL 0-HOUR FIRE RESISTANCE SMOKE SMOKE

FIRE EXTINGUISHER & CABINET N/A N/A N/A

OCCUPANT LOAD N/A N/A N/A

F.E.C.

EXIT SIGN N/A N/A N/A

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601)

Required Provided

Structural Frame: 0 0

Bearing Walls:

Exterior 0 0

Interior 0 0

Non-Bearing Walls:

Exterior 0 0

Interior 0 0

Floor Construction 0 0

Roof Construction 0 0

International Building Code (IBC) 2015

International Fire Code (IFC) 2015

International Mechanical Code (IMC) 2015

International Plumbing Code (IPC) 2015

ANSI/ASHRAE/IES Standard 90.1 2010

National Electric Code (NEC) 2014

NFPA 101 2015

ANSI 117.1 2009

APPLICABLE CODES

OCCUPANCY : B (Business)

CONSTRUCTION TYPE : Type V-B

OTHER CODE REQUIREMENTS

Travel Distance : 300 Feet (B)

Common Path of Travel : 100 Feet (B)

Roof Covering Classification : A

OCCUPANT LOADS:

Business : 100 Sq. Ft. Gross per Occupant

Occupant Load (New Addition) : 15 Occupants

Occupant Load (Existing Building) : 139 OccupantsTotal Occupant Load (Per Code) : 154 Occupants

Egress width required : 36"

Egress width provided : 324"

NUMBER OF STORIES

Allowable Stories : 2

Actual Stories : 1

BUILDING HEIGHT

Allowable Height : 40 ft.

Actual Height : 15' - 4"

BUILDING AREA

Allowable Area (per floor):

Aa = At + (Ns x If)

Aa = 9,000 + (9,000 x .75)

Aa = 9,000 + 6,750

Aa = 15,750 sf.

Area Increase due to Frontage:

If=(F/P - 0.25)W/30

If=(694/694 - 0.25) x 30/30*

If = (1 - 0.25) x 1

If = 0.75 x 1

If = 0.75

*W = 30

Actual Area (per floor)

Level 1 : 13,921 sf.

Addition : 1,466 sf.Actual Area (Total) : 15,383 sf.Allowable Area : 15,750 sf.

PLUMBING FIXTURES

Existing:

Water Closets : (3) Male (3) Female

Urinals : (3)

Lavatories : (3) Male (5) Female

Drinking Fountains : (2)

Service Sinks : (1)

Showers : (5) Male (1) Female

Required:

Water Closets : (5)

Urinals : (0)

Lavatories : (3)

Drinking Fountains : (2)

Service Sinks : (1)

Showers : (0)

EXIT

180 36"

23

383 SF

STORAGE

B 5

230 SF

WET LAB

B 3289 SF

B.O.D. LAB

B 3

214 SF

MICRO LAB

B 3

59 SF

STORAGE

B 1

914 SF

MAIN LAB

B 10

156 SF

ANALYST

OFFICE/FUTURE

METALS LAB

B 2

156 SF

NUTRIENTS

B 2

197 SF

OFFICE

B 2

138 SF

CUBBIES

B 2

252 SF

SEMI-VOLATILES

B 3

160 SF

VOLATILES

B 2

EXIT

180 36"

8

GAS

D.I. TANKS

EXIT

180 36"

8TRAVEL

DISTANCE:

42 FEET

TRAVEL

DISTANCE:

74 FEET

TRAVEL

DISTANCE:

53 FEET

8

10

A C

2

7

4

3

1

B

9

AREA OF REMODEL

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:16 PM

A-10

Cod

e C

ompl

ianc

e P

lan

Leve

l 1O

vera

ll

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

8

NORTH

CODE REVIEWLEGEND

SCALE: 1/8" = 1'-0"1Code Compliance Plan - Level 1 Overall

KEY PLAN

5' -

0"

8' - 10 1/2" F.V.

2' - 6" 6' - 8 1/2"12' - 0 3/8" 3' - 4"

02.12

02.11

CO

NSTR

UC

TIO

N L

IMIT

LIN

E

02.0202.0202.0202.0202.0202.02

02.0202.02

02.0202.0202.02

02.0202.02

02.02

02.0202.02

02.02

02.02

02.0202.02

02.02

02.02

02.0202.02

02.05

02.40

02.05

02.05

02.4002.40

02.07

02.07

02.09

02.09

02.09 02.09

02.1002.1002.10

02.10

02.10

02.13

02.13

02.13

02.13

02.14

02.14 02.14

02.1502.15

02.1502.15

02.1502.1502.15

02.15

TYP02.1502.15

02.1502.15

02.1502.1502.1502.15

02.1502.15

TYP02.15

02.16

02.16

02.16 02.16

02.10

02.16

02.1702.1702.1702.17 02.1702.1702.1702.17

02.1702.17

02.17

02.17

02.1702.17

02.1802.18

TYP02.18

02.19

02.20 02.20

02.20

02.20

02.2002.20

02.25

02.25

02.25

02.21

02.26

02.26

02.2302.23

02.22

02.2102.21 02.24

02.25

02.0602.06

02.34

CONSTRUCTION LIMIT LINE

02.40

02.05

02.0502.05

02.05

02.40

02.18

02.15

02.1502.15

02.05

02.05

02.22

02.22


02.22

02.22

02.2202.22

02.3902.39

02.2202.2202.22

02.06

02.38

02.06

02.23

02.05

02.40

02.15

02.15

02.15

02.16

02.1802.1802.1802.1802.1802.18

02.1502.1502.17

02.1802.18

8

10

A C

2

7

4

3

1

B

9

02.28

02.03

CO

NSTR

UC

TIO

N L

IMIT

LIN

E

02.27

TYP02.29

02.31

02.27

TYP02.29

TYP02.31

02.27

02.27

02.27

02.2702.27

TYP02.29

TYP02.29

TYP02.29

TYP02.29

TYP02.29

02.31

TYP02.31

02.3102.3102.31

TYP02.30

02.33

TYP02.30

02.33

FIELD VERIFY

8' - 0" MIN.

02.35

02.3602.37

CO

NSTR

UC

TIO

N L

IMIT

LIN

E


02.41

8

10

A C

02.29

02.29

2

7

4

3

1

B

9

02.3202.32

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:21 PM

A-11

Flo

or &

Cei

ling

Dem

oliti

on P

lan

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

9SCALE: 1/8" = 1'-0"1Floor Demolition Plan

NORTH

KEYED NOTES

GENERAL NOTES

A. SEE SHEETS A-02 AND A-04 FOR SYMBOLS, GENERAL NOTES AND LEGEND.

B. SEE SHEET A-53 FOR FINISH SCHEDULE.

C. SEE SHEET A-51 FOR DOOR SCHEDULE.

D. SEE SHEET A-52 FOR WINDOW SCHEDULE.

E. ALL EXISTING WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED AND MADEREADY TO RECEIVE NEW FINISHES.

SCALE: 1/8" = 1'-0"2Ceiling Demolition Plan

NORTH

02.02 EXISTING WALL TO REMAIN.

02.03 CONTRACTOR TO REMOVE EXISTING WOOD TRIM AROUND EXISTINGELECTRICAL PANEL AND PREP FOR NEW TRIM.

02.05 EXISTING DOOR FRAME TO REMAIN; PROTECT DURING CONSTRUCTION.

02.06 EXISTING LOCATION OF ELECTRICAL DUCT BANK TO REMAIN. CONTRACTOR TOUSE EXTREME CAUTION WHEN WORKING / DIGGING ON OR AROUND DUCTBANK. COORDINATE W/ ELECTRICAL AND STRUCTURAL PLANS.

02.07 REMOVE WALL FOR DOOR AND/OR WINDOW OPENING. COORDINATE WITHFLOOR PLANS FOR LOCATION AND SIZE OF OPENING.

02.09 REMOVE WALL IN ITS ENTIRETY. COORDINATE REMOVAL OF MECHANICAL ANDELECTRICAL ITEMS IN WALL WITH MECHANICAL AND ELECTRICAL DRAWINGS.WHERE WALL WAS ATTACHED TO AN EXISTING WALL TO REMAIN, PATCH WALLTO SMOOTH FINISH.

02.10 REMOVE DOOR, FRAME, AND ALL ASSOCIATED HARDWARE.

02.11 EXISTING CONCRETE MOW STRIP TO REMAIN.

02.12 EXISTING PLANTER TO REMAIN.

02.13 EXISTING WINDOW AND SILL TO BE REMOVED, PREP FOR NEW WINDOW.

02.14 EXISTING WINDOW TO BE REMOVED. PATCH WALL TO MATCH EXISTING FINISH.

02.15 EXISTING CASEWORK TO BE REMOVED.

02.16 EXISTING PLUMBING FIXTURE TO BE REMOVED. COORDINATE WITH PLUMBINGDRAWINGS.

02.17 EXISTING EQUIPMENT, APPLIANCES, FURNITURE, ETC, TO BEREMOVED/RELOCATED.

02.18 EXISTING EQUIPMENT TO BE RELOCATED. COORDINATE WITH OWNER.

02.19 EXISTING COMBINATION DRENCH SHOWER/EYEWASH STATION TO BE REMOVEDCOMPLETE.

02.20 EXISTING TREE, SHRUB, GRASS, ETC. TO REMAIN.

02.21 EXISTING TREE, SHRUB, GRASS, ETC. TO BE REMOVED.

02.22 EXISTING SIDEWALK TO REMAIN.

02.23 EXISTING SIDEWALK TO BE REMOVED.

02.24 EXISTING MASONRY COLUMN TO BE REMOVED COMPLETE.

02.25 EXISTING STREET LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION.

02.26 EXISTING DRAIN GRATE TO REMAIN.

02.27 EXISTING CEILING TO BE REMOVED IN THIS AREA.

02.28 PATCH HOLE IN EXTERIOR WALL AT AUTOCLAVE EXHAUST.

02.29 EXISTING LIGHT FIXTURE TO BE REMOVED.

02.30 EXISTING LIGHT FIXTURE TO REMAIN. THOROUGHLY CLEAN.

02.31 EXISTING DIFFUSER TO BE REMOVED.

02.32 WOOD INSIDE EXISTING SKYLIGHT TO RECEIVE NEW STAIN - TYPICAL OF (6).

02.33 EXISTING WOOD SOFFIT TO REMAIN. PREPARE TO RECEIVE NEW STAIN.

02.34 EXISTING D.I. TANKS AND PIPING TO BE RELOCATED. COORDINATE WITHOWNER.

02.35 CANOPY PRE CAST TO BE CAREFULLY REMOVED ON THIS SIDE.

02.36 SAWCUT CANOPY PRECAST TO LINE UP TO FACE OF NEW CMU WALL. FIELDVERIFY BEFORE CUTTING.

02.37 CAREFULLY REMOVE AND SAVE WOOD SOFFIT TO PROVIDE ENOUGH ROOM TOSURE UP THE ROOF DECK DURING CONSTRUCTION.

02.38 EXISTING CONCRETE FOOTING AND FOUNDATION TO BE REMOVED COMPLETE.

02.39 SAWCUT EXISTING ENTRY PLAZA SLAB AT JOINT WHERE SHOWN AND REMOVECOMPLETELY.

02.40 EXISTING DOOR TO BE REMOVED, PREP FOR NEW DOOR.

02.41 EXISTING BUILDING SIGNAGE TO BE REMOVED AND RELOCATED, COORDINATENEW LOCATION WITH OWNER.

8

A C

2

7

4

3

1

B

02.4802.48

02.06

02.49

~

02.5602.5602.57

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APP

ROV

ED

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV

. BY

DES

CRIP

TIO

N

79


10/31/2018 9:02:32 AM

A-11A

Enl

arge

d F

loor

Dem

oliti

on P

lan

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

10SCALE: 1/4" = 1'-0"1Floor Demolition Plan Enlarged

KEYED NOTES

GENERAL NOTES






NORTH

02.06 EXISTING LOCATION OF ELECTRICAL DUCT BANK TO REMAIN. CONTRACTOR TOUSE EXTREME CAUTION WHEN WORKING / DIGGING ON OR AROUND DUCTBANK. COORDINATE W/ ELECTRICAL AND STRUCTURAL PLANS.

02.48 SAWCUT EXIST. SLAB AS CLOSE TO EXIST. WALLS AS POSSIBLE AND REMOVECOMPLETE (SHOWN SHADED). LOCATE ALL EXIST. UTILITY LINES AND USEEXTREME CAUTION WHEN CUTTING AND REMOVING SLAB.

02.49 POSSIBLE LOCATION LINE OF EXIST. ELECTRICAL DUCT BANK TO REMAIN.CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING / DIGGING ON ORAROUND DUCT BANK. COORDINATE W/ ELECTRICAL AND STRUCTURAL PLANS.

02.56 EXISTING SANITARY SEWER LINE TO BE PROTECTED DURING DEMOLITION.

02.57 CONTRACTOR TO TAKE EXTREME CAUTION DURING DEMOLITION WHENWORKING AROUND UNDERSLAB UTILITY LINES TO KEEP THEM INTACT ANDPROTECTED. COORDINATE WITH MECHANICAL AND ELECTRICAL.

101

VOLATILES

102

SEMI-VOLATILES

104

CUBBIES

105

ANALYST

OFFICE/FUTURE

METALS LAB 106

NUTRIENTS

107

OFFICE

109

MAIN LAB

117

STORAGE116

WET LAB

115

B.O.D. LAB

114

MICRO LAB

11

3

CO

RR

IDO

R

111

D.I. TANKS

103

GAS

112

STORAGE

2

A-41

1

A-41

A-16

1

A-15

1

A-14

1

EX

EXISTING

ELECTRICAL

CO

NSTR

UC

TIO

N L

IMIT

LIN

E

CO

NSTR

UC

TIO

N L

IMIT

LIN

E



NEW ADDITION

46' - 8"

110

BOTTLE

STORAGE

EX

ISTI

NG

BU

ILD

ING

77

' - 7

5/8

"

NEW

AD

DIT

ION

31

' - 4

"

8

10

A C

2

7

4

3

1

B

9

32.01

32.01

FINISH SLAB ELEVATION:

100' - 0" (ARCH) = 4300.5 (CIVIL)

2' - 1"

117

STORAGE

112

STORAGE

116

WET LAB

11

3

CO

RR

IDO

R

114

MICRO LAB

115

B.O.D. LAB

111

D.I. TANKS

109

MAIN LAB

107

OFFICE106

NUTRIENTS

105

ANALYST

OFFICE/FUTURE

METALS LAB

104

CUBBIES

EX

EXISTING

ELECTRICAL

19

EXIST.

WOMEN

20

EXIST.

MEN

18

EXIST.

WOMEN

LOCKER

103

GAS

102

SEMI-VOLATILES

101

VOLATILES

17

EXIST.

CONFERENCE

A-14

2

A-15

2

A-16

2

06.16

8

10

A C

2

7

4

3

1

B

9

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:28 PM

A-12

Flo

or P

lan

& R

efle

cted

Cei

ling

Pla

n

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

11

NORTH

KEYED NOTES

GENERAL NOTES

SCALE: 1/8" = 1'-0"1Level 1 Floor Plan






SCALE: 1/8" = 1'-0"2Level 1 Reflected Ceiling Plan

NORTH

06.16 RE-INSTALL WOOD SOFFIT PLANKS AND RE-STAIN ENTIRE WOOD ENTRY SOFFIT -COORDINATE STAIN COLOR W/ OWNER.

32.01 THIS AREA TO MATCH ADJACENT EXPOSED AGGREGATE FINISH.

2

A-41

1

A-41

8

GA-08

D.B.E. 113' - 10"

D.B.E. 113' - 10"

D.B.E. 113' - 10"

D.B.E. 113' - 10"

RID

GE

R.D.

O.R.D.

115' - 4"

EXISTING BUILDING PARAPET

113' - 10"

EXISTING CANOPY PARAPET

115' - 4"


115' - 4"


22.1522.15

07.03

07.03

D.B.E. 113' - 10"

D.B.E. 113' - 10"

07.01

EXISTING ROOF

EXISTING ENTRY CANOPY ROOF

8

10

A C

HATCHED AREA INDICATES

EXISTING ROOF AREA TO REMAIN

02.4202.42

02.43

TYP02.44

MATCH EXISTING

BUILDING PARAPET

MATCH EXISTING

BUILDING PARAPET

MATCH EXISTING

BUILDING PARAPET

TYP.

7

4

3

B

9

02.45

T.O.W. 115' - 4"

07.03

1/4

" P

ER

FO

OT,

MIN

.

1/4

" P

ER

FO

OT,

MIN

.

1/4" PER

FOOT, MIN.

1/4" PER

FOOT, MIN.

02.08

07.02

A-13

3

A-13

3

A-13

4

T.O.W. 115' - 4"

T.O.W. 115' - 4"

07.12

02.5002.50

02.55

6

GA-03

8

A C

7

4

3

B

9

02.51 02.51 02.51

02.51 02.52

02.5302.53

02.53

02.54

02.54

02.58

07.0107.01

07.0307.03

07.03

SPLIT F

ACE

SMOO

TH FIN

ISH

07.11

07.1207.03

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APP

ROV

ED

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV

. BY

DES

CRIP

TIO

N

79


10/31/2018 9:13:34 AM

A-13

Roo

f Pla

n

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

12

NORTH

KEYED NOTES

GENERAL NOTES






SCALE: 1/8" = 1'-0"1Roof Plan

SCALE: 1/8" = 1'-0"2Roof Demolition Plan

NORTH

CIVIL ARCH

T.O. PRECAST = 4315.83 = 115' - 4"

DECK BEARING = 4314.33 = 113' - 10"

FINISH FLOOR ELEVATION = 4300.50 = 100' - 0"

VERIFY ALL ELEVATIONS WITH EXISTING BUILDING

SCALE: 1 1/2" = 1'-0"3Roof Connection 3D

ELEVATION KEY

SCALE: 12" = 1'-0"4Roof Connection 3D

02.08 EXISTING ROOFING TO BE TIED INTO NEW PARAPET WALL AS REQUIRED.

02.42 EXISTING MECHANICAL SCREEN WALL TO REMAIN.

02.43 EXISTING MECHANICAL UNITS. SEE MECHANICAL

02.44 EXISTING ROOF DRAINS, TYP.

02.45 NEW MECHANICAL UNIT. SEE MECHANICAL DRAWINGS. PATCH & REPAIRROOFING SYSTEM AS REQUIRED AROUND NEW UNIT - MATCH EXIST. SYSTEM.

02.50 NEW FAN UNIT - PATCH EXIST. ROOFING SYSTEM AS REQUIRED AROUND NEWUNITS - MATCH EXIST. SYSTEM.

02.51 EXIST. FAN UNIT TO BE REMOVED - COORD. W/ MECH. DRAWINGS. PATCH EXIST.ROOFING SYSTEM AS REQUIRED - MATCH EXIST. ROOFING SYSTEM.

02.52 EXIST. MECH. UNIT TO BE REMOVED - COORD. NEW RTU W/ MECH. DRAWINGS.PATCH EXIST. ROOFING SYSTEM AS REQUIRED - MATCH EXIST. ROOFING SYSTEM.

02.53 EXIST. ROOF DRAINS TO REMAIN.

02.54 EXIST. ROOF TOP SCREEN WALL TO REMAIN.

02.55 NEW CONDENSER UNIT - COORD. PLACEMENT W/ MECH. DRAWINGS - COORD.ROOF CURB SUPPORT W/ STRUCTURAL. PATCH EXIST. ROOFING SYSTEM ASREQUIRED - MATCH EXIST. SYSTEM.

02.58 PATCH ROOFING MEMBRANE AT C.U. CURB PENETRATION.

07.01 SINGLE PLY 80 MIL. ROOFING MEMBRANE OVER TAPERED INSULATION. SEE WALLSECTIONS.

07.02 PROVIDE TAPERED INSULATION (WITH SLOPE 1/4" PER FOOT) IN THIS ROOF AREAFOR WATER DRAINAGE.

07.03 PARAPET CAP (COLOR TO MATCH EXISTING) HELD IN PLACE WITH CONTINUOUSCLEAT NAILED TO WOOD NAILER. SLOPE CAP TO DRAIN TO ROOF SIDE. ATTACHPARAPET CAP ON ROOF SIDE TO NAILER WITH GASKETED FASTENERS.

07.11 GALVANIZED SHEET METAL REGLET ATTACHED TO MASONRY WALLS, CURBS, ETC.

07.12 EXISTING ROOFING MEMBRANE TO EXTEND UP WALL AS REQUIRED TO BECOVERED BY NEW REGLET SYSTEM.

22.15 ROOF AND OVERFLOW DRAIN. SEE DETAIL 8/GA-08. COORDINATE NEW ROOFDRAIN AND OVERFLOW ROOF DRAIN LINES WITH MECHANICAL DRAWINGS.

101

VOLATILES

102

SEMI-VOLATILES

104

CUBBIES

103

GAS

EX

EXISTING

ELECTRICAL

102B

102A

A-319 10

A-31 6

5

4

7

A-311

3

A3

A-31

B1

B1

B1

F1

F1

F1

P1

P1

P1

SS1

09.17

09.15

11.0211.02

TYP06.03

A-31

8

2

COMP.

HELIUM

101A

103A

104A

A

A

SS1

11.02

8' - 8 1/4"

SS1

3' - 0"

D

E

11.03

2 2

4 4

3 3

1 1

B

B

SS1

A-14

3

PL1

PL1

GA-08

2

PL2

PL2

P2

P2

P2

P2

P2

4

A-15F3 3

' - 0

"

3' - 0"

6' -

11

1/2

"

13.01

13.0213.02118A

101

VOLATILES

102

SEMI-VOLATILES

104

CUBBIES

103

GAS

EX

EXISTING

ELECTRICAL

109' - 0"

109' - 0"

109' - 0"

TYP26.01

TYP23.07

A

A

2 2

4 4

3 3

1 1

B

B

OPEN

2' -

1"

6' - 8"

LINE OF BASE

CABINETS BELOW

1"

3"

2' -

2"

1"

1 1/2"LEGS

3 1/2" x 3 1/2"

05.0305.03

09.09

06.1906.19

05.04

3"

3"

3"

3"

06.2106.21

09.09

05.03

05.03

06.1906.19

05.04

1"

3"

3"

3"

3"

3"

06.2206.22

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:35 PM

A-14

Enl

arge

d P

lans

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

13

NORTH

KEYED NOTES

GENERAL NOTES






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

SCALE: 1/4" = 1'-0"2Enlarged Reflected Ceiling Plan

NORTH

SCALE: 1/2" = 1'-0"3Enlarged Countertop Plan

SCALE: 1 1/2" = 1'-0"4Volatiles/Semi-Volatiles Table End Enlarged

SCALE: 1 1/2" = 1'-0"5Volatiles/Semi-Volatiles Table Center Enlarged

05.03 METAL ANGLE SUPPORTS, 1" X 1" AT 18" O.C. AROUND ENTIRE PERIMETER.

05.04 TABLE LEVELER AT EACH SUPPORT.

06.03 CABINETS, COUNTERTOPS, BOOKSHELVES, ETC. SEE INTERIOR ELEVATIONS.

06.19 WOOD TABLE FRAME AND SUPPORTS TO MATCH CABINETS.

06.21 WOOD LEG BRACES, 3/4" X 3". INSET FLUSH WITH INSIDE FACE OF TABLE LEGS(EACH END OF TABLE) WOOD BRACES TO MATCH CABINETS.

06.22 WOOD LEG BRACES, 3/4" X 3". INSERT FLUSH ON BOTH SIDES OF MIDDLE TABLELEGS AS SHOWN. WOOD BRACES TO MATCH CABINETS.

09.09 EPOXY RESIN COUNTERTOP, BLACK.

09.15 THRESHOLD WHERE NEW FLOORING MEETS EXISTING FLOORING. SEE DETAILS5/GA-09.

09.17 THRESHOLD AT ENTRANCE. SEE DETAIL 9/GA-08.

11.02 FUME HOOD. SEE MECHANICAL DRAWINGS. PROVIDE METAL TRIM PIECE TOCLOSE SPACE BETWEEN TOP OF HOOD AND CEILING.

11.03 APPLIANCES (REFRIGERATOR), O.F.O.I. SEE MECHANICAL, ELECTRICAL, ANDPLUMBING DRAWINGS FOR UTILITY REQUIREMENTS.

13.01 DUST PARTITION, 2X4 STUDS WITH PLYWOOD EACH SIDE, FLOOR TO CEILING. FILLWITH SOUND BATTS. UPON COMPLETION, REMOVE DUST PARTITION, AND REPAIRSURROUNDING FINISHES.

13.02 DUST PARTITION, 2X4 STUDS WITH PLYWOOD EACH SIDE, FLOOR TO CEILING. FILLWITH SOUND BATTS. PROVIDE TEMPORARY DOOR. UPON COMPLETION,REMOVE DUST PARTITION AND DOOR, AND REPAIR SURROUNDING FINISHES.

23.07 DIFFUSER. SEE MECHANICAL DRAWINGS.

26.01 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. ELECTRICAL CONTRACTOR SHALLCOORDINATE WITH GENERAL AND OTHER SUBCONTRACTORS AND CONCEALALL CONDUITS.

109

MAIN LAB

21

' - 1

7/8

"

4' - 11"

40' - 11 1/4"

EX

ISTI

NG

8' - 2 3/8"

6' - 3 3/4" 3' - 4" 9' - 11 5/8" 10" 4' - 6" 2' - 8" 5' - 4" 8' - 0"

5' -

0"

7' -

0 5

/8"

5' -

0"

6' - 6 3/4" 10' - 1 1/2" 10' - 1 1/2" 14' - 1 5/8"

6' -

0"

6' -

0 1

/4"

8' -

3 7

/8"

10

' - 2

1/2

"

105

ANALYST

OFFICE/FUTURE

METALS LAB 106

NUTRIENTS

107

OFFICE

A3 A3

A3

A3A3

A3

A3A3

A3

105A 106A

107A

A-31

12

13

14

11

A-32

4

2

3

1

A A

5' - 9 5/8" 4' - 4"

09.17

09.15

SS1

SS1

SS1

P1P1

P1

P1

F1F1

F2

F1

B1B1

B1

B1

11.02 11.0211.0222.09

09.08

11.02

06.03

06.03

WEIGH BENCH

WEIGH

BENCH

FUTURE

HOOD

FUTURE SINK

STUB OUTS

ONLY

VAC.109A

109B

A-32

A-32

A-32

A-325

8

7

6

09.15

SS1

SS1 SS1

SS1

8

C

06.03 06.0306.03

22.04

GA-09

3

B

B

C

7

B

B

SS1

SS1

3' -

0"

02.02

3

A-15

(BELOW)

06.09

PL1

PL1

P2

06.08

26.05

11.08

3' -

11

"

8"4 3/4"

PL2

PL2

P2

P2

P2P2

P2

09.13

109

MAIN LAB

105

ANALYST

OFFICE/FUTURE

METALS LAB106

NUTRIENTS

107

OFFICE

109' - 0"

109' - 0"

109' - 0"

109' - 0"

108' - 0"

TYP23.07

8

A C

26.02

26.02

23.07

TYP23.07

TYP26.01

7

B

B

09.05

23.07

OPEN

108' - 0"

1" 7"

9"

01.02

26.03

09.09

1"

GA-06

7

SIM.

1. PORCELAIN FLOOR TILE, SEE FINISH LEGEND.

2. FLUID APPLIED WATER PROOF MEMBRANE (C.I.S.) ANSI A118.10.

3. MORTAR BED.

4. INTEGRATED BONDING FLANGE.

5. FLOOR DRAIN AS OCCURS. SEE PLUMBING DRAWINGS. SAW CUT FLOOR SLAB

AS REQUIRED.

6. ALL NEW TILE FLOORING SHALL BE BUILT UP AS REQUIRED TO SLOPE DRAIN.

CONTRACTOR TO FIELD VERIFY SETTING BED REQUIRED.

7. HIGH POINT LOCATION AS REQUIRED TO SLOPE TOWARD DRAIN. SEE FLOOR

PLANS.

8. TOP OF CONCRETE FLOOR SLAB.

9. SHOWER PAN LINER.

10. RECESSED SLAB AS INDICATED ON STRUCTURAL DOCUMENTS.

11. FLOOR TILE, SEE FINISH PLAN.

NOTE:

FLUID APPLIED WATERPROOF MEMBRANE TO 12" A.F.F @ DRY WALLS, TO CEILING AT

WET WALLS.

2

6

1 3 4 3

6

1

7

SLOPE SLOPE

5

CL

10 9

7

8

KEYED NOTES

2"x2" TILE TO ALLOW FOR SLOPE

11

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:39 PM

A-15

Enl

arge

d P

lans

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

14

NORTH

KEYED NOTES

01.02 LINE OF WALL.


06.03 CABINETS, COUNTERTOPS, BOOKSHELVES, ETC. SEE INTERIOR ELEVATIONS.

06.08 GROMMET, FACTORY CUT.

06.09 CONTRACTOR TO INSTALL NEW TRIM AROUND EXISTING ELECTRICAL PANEL.TRIM TO MATCH CABINETS AND DOORS.

09.05 EXISTING WOOD SOFFIT TO BE RE-STAINED - TYPICAL AT ALL EXTERIOR WOODSOFFITS. FIELD VERIFY EACH LOCATION AND COORDINATE WITH OWNER.

09.08 WINDOW SILL (SOLID SURFACE). SEE WALL SECTIONS. ADHERE TO WINDOWFRAMING AS REQUIRED.

09.09 EPOXY RESIN COUNTERTOP, BLACK.

09.13 GYP. BD. ON NEW WINDOW INFILL FRAMING TO BE FLUSH W/ EXIST. LOBBYFINISHES. PAINT ENTIRE LOBBY NORTH WALL TO MATCH EXIST. FINISHES.

09.15 THRESHOLD WHERE NEW FLOORING MEETS EXISTING FLOORING. SEE DETAILS5/GA-09.

09.17 THRESHOLD AT ENTRANCE. SEE DETAIL 9/GA-08.


11.08 ELECTRIC HAND DRYER - COORD. W/ ELECTRICAL

22.04 TROUGH DRAIN (24" L X 6" W X 6" D), SLOPED TOWARD SINK AT 1/4" PER FOOT.PROVIDE BLOCKING IN MILLWORK TO PROPERLY SUPPORT TRENCH.

22.09 SINK. SEE PLUMBING DRAWINGS.



26.02 EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR TO VISUALLY INSPECT EACHEXISTING LIGHT FIXTURE TO REMAIN TO ENSURE THEY ARE IN PROPER WORKINGORDER. CLEAN AND RELAMP AS REQUIRED.

26.03 ELECTRICAL BOX WHERE OCCURS. SEE ELECTRICAL DRAWINGS.

26.05 SURFACE ELECTRICAL OUTLETS. SEE ELECTRICAL DRAWINGS.

GENERAL NOTES







NORTH


SCALE: 1 1/2" = 1'-0"3Upper Cabinet Section

SCALE: 3" = 1'-0"4Floor/Trench Drain Detail

2

A-41

1

A-41

117

STORAGE

116

WET LAB

112

STORAGE

111

D.I. TANKS

21

' - 3

7/8

"1

5' -

4 1

/8"

10

' - 0

1/8

"

6' -

10

"

2' - 0 7/8" 5' - 4" 2' - 10"

109

MAIN LAB

114

MICRO LAB

115

B.O.D. LAB

15

' - 6

"1

5' -

10

"

4' - 11" 15' - 7"

D3

D3

A3

A3

A3

A3

E3 A3

A3A3

A3

A3A3

A3

A3

A3

E3

B B

117A

112A

116A

115A

114A

A

B

A-34 4

A-33

6

A-33

8

2

3

5

7

10

9

53

4

A

A-42

3A-42

4

113

CORRIDOR

F1

F1

F1

F1

F1

F1

B1

B1

B1

B1

B1

B1P1

P1

P1

P1

P1

P1

SS1 SS1

SS1

SS1

SS1

11.04

09.0809.08

09.08

CART

STORAGE

11.0311.03

11.0311.03

FLA

MM

AB

LE S

TOR

AG

E

CA

BIN

ET

BY

OW

NER COMP. AIR

AUTOCLAVE

O.F.O.I.

110

BOTTLE

STORAGE

VAC

VAC.

GAS

AIR

G3

A3

F3

111A

110A

A-33

2

1

A-3311

12

13

A-34

1

8

10

A

A

C

C

5' - 5"

32

' - 0

"

8"

10' - 2 7/8" 19' - 10" 8"

45' - 4"

5' -

7 7

/8"

4' -

0"

4' - 10" 5' - 0 5/8" 4' - 0"

5' -

4"

6' -

0"

GA-08

2 GA-09

1

GA-09

2

10.01

10.0110.01

10.0210.0210.02

10.0210.0210.02

11.07

7' -

0"

7

B

B

SS1

9

06.18

PL1

PL1

PL105.24

8"

5' - 4" 7' - 4"

PL2

PL2

PL2

P2

P2

P2

2

A-41

1

A-41

117

STORAGE

116

WET LAB

115

B.O.D. LAB

114

MICRO LAB

113

CORRIDOR

112

STORAGE111

D.I. TANKS

109

MAIN LAB

109' - 0"

109' - 0"

109' - 0"

109' - 0"

109' - 0"

109' - 0"

108' - 0"

TYP26.01

TYP23.07

110

BOTTLE

STORAGE

8

10 10

A

A

C

C

7

B

B

9

OPEN

OPEN

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:42 PM

A-16

Enl

arge

d P

lans

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

15

NORTH

KEYED NOTES GENERAL NOTES








NORTH

05.24 STEEL COLUMN. SEE STRUCTURAL DRAWINGS.

06.18 SHELF FOR STEREO, O.F.O.I. TO BE MOUNTED AT 42" A.F.F.

09.08 WINDOW SILL (SOLID SURFACE). SEE WALL SECTIONS. ADHERE TO WINDOWFRAMING AS REQUIRED.

10.01 METAL SHELVING UNITS TO BE PROVIDED AND INSTALLED BY OWNER.

10.02 INCUBATOR, O.F.O.I. COORDINATE REQUIREMENTS W/ OWNER.


11.04 DI TANKS - PROVIDED BY OWNER.

11.07 HYDRAULIC LIFT - COORDINATE REQUIREMENTS W/ OWNER. O.F.O.I.



115' - 4"

TOW

113' - 10"

TO CMU

101' - 2"

T.O. CONCRETE

SEE CIVIL

FINISH GRADE

2

A-41

EXISTING BUILDING NEW CONSTRUCTION

03.01

07.03

08.0208.02

08.0208.02

8 10

04.04

03.08

03.07

04.05

2 7431 9

SEE CIVIL

T.O. FOOTING

22.08 26.04

115' - 4"

TOW

113' - 10"

TO CMU

101' - 2"

TO CONCRETE

VARIES

FINISH GRADE

2

A-41

NEW CONSTRUCTION EXISTING BUILDING03.01

07.03

08.02

03.10

810

04.05

04.04

03.08

03.07

9

04.15

115' - 4"

TOW

113' - 10"

TO CMU

101' - 2"

TO CONCRETE

SEE CIVIL

FINISH GRADE

1

A-41

EXISTING BUILDINGNEW CONSTRUCTION

03.1003.10

08.0208.02

03.01

07.03

A CB

03.08

03.07

26.04 26.04 02.46

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:46 PM

A-21

Ext

erio

r E

leva

tions

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

16

SCALE: 3/16" = 1'-0"1Exterior Elevation - North

SCALE: 3/16" = 1'-0"2Exterior Elevation - South

SCALE: 3/16" = 1'-0"3Exterior Elevation - West

KEYED NOTES

GENERAL NOTES






02.46 EXISTING BUILDING SIGNAGE TO BE RELOCATED TO THIS APPROXIMATELOCATION. COORDINATE WITH OWNER.

03.01 CONCRETE PARAPET WALL CAP TO MATCH EXISTING. ATTACH PER STRUCTURALDRAWINGS.

03.07 CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS.

03.08 CONCRETE FOUNDATION WALL WITH PARGE COAT FINISH. SEE STRUCTURALDRAWINGS.

03.10 EXTERIOR PRECAST CONCRETE WINDOW SILL.

04.04 CONCRETE MASONRY UNIT (C.M.U.) SPILT-FACED WALL, COLOR TO MATCHEXISTING BUILDING. SEE STRUCTURAL DRAWINGS.

04.05 8 X 8 CMU WINDOW HEADER TO MATCH EXISTING BUILDING.

04.15 HATCHED AREA INDICATES SMOOTH FACED CMU, COORDINATE EXTENTS WITHARCHITECT PRIOR TO INSTALLATION.

07.03 PARAPET CAP (COLOR TO MATCH EXISTING) HELD IN PLACE WITH CONTINUOUSCLEAT NAILED TO WOOD NAILER. SLOPE CAP TO DRAIN TO ROOF SIDE. ATTACHPARAPET CAP ON ROOF SIDE TO NAILER WITH GASKETED FASTENERS.

08.02 NEW WINDOW. SEE WINDOW TYPES FOR SIZE, SEE FLOOR PLAN FOR SILL TYPE.

22.08 SECONDARY (OVERFLOW) ROOF DRAIN SPOUT. COORDINATE SPOUT INVERTELEVATION WITH AVAILABLE CEILING SPACE. DO NOT LOCATE SPOUT DIRECTLYOVER LIGHT FIXTURES OR AT DOORWAYS.

26.04 NEW EXTERIOR LIGHT. SEE ELECTRICAL DRAWINGS.

2' -

6"

1" 4' - 1" 4' - 1" 1"

CL

A-14

4A-14

5

08.06

09.01

8' - 4"

2' - 0" 2' - 6"

2' -

10

"1

' - 1

0"

4' -

4"

B3 B509.01 08.01

4' - 6"

W1

2' - 0"2' - 0"09.0709.0111.02

1"

3 1

/2"

2' -

1 1

/2"

1" 1' - 10" 1"

A-14

4

2' - 0" 2' - 0"

1' -

1"

4' -

11

"3

' - 0

"

8"

3' -

0"

09.01

08.06

2' - 0"

3' -

0"

3' -

0"

08.01 09.01

11.0211.02

12.0112.0109.01

7' - 8"

2' -

6"

1' - 6"

B3 B5

3' - 0"

3' -

0"

8"

2' -

0"

08.0109.01

2' - 0" 2' - 0"

3' - 0"

2' -

6"

09.12

06.07

B3

2' - 0"

B4 B4

3' - 6" 3' - 6"

3' -

0"

09.01

09.01

08.01

T1

2' - 10" 2' - 10" 2' - 10"

T1 T1

7' -

2"

09.01 11.03

2' - 10" 2' - 10"

09.01 T1 T1 09.0122.14

7' -

2"

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

B4 B4 B6

8"

3' -

0"

11.02

08.02

09.01

09.12

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

8"

3' -

0"

B3 B5 B3 09.01

09.12

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

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

4' -

8"

4' -

4"

B4 B4

W1 W1 W1

08.0109.01

OPEN

09.123

' - 0

"

09.01

3' -

0"

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:51 PM

A-31

Inte

rior

Ele

vatio

ns

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

17

KEYED NOTES

KEYED NOTES






SCALE: 3/8" = 1'-0"1Volatiles - North

SCALE: 3/8" = 1'-0"3Volatiles - West

SCALE: 3/8" = 1'-0"2Volatiles - East

SCALE: 3/8" = 1'-0"4Semi-Volatiles - North

SCALE: 3/8" = 1'-0"5Semi-Volatiles - East

SCALE: 3/8" = 1'-0"6Semi-Volatiles - South

SCALE: 3/8" = 1'-0"7Semi-Volatiles - West

SCALE: 3/8" = 1'-0"8Semi-Volatiles - West

SCALE: 3/8" = 1'-0"9Cubbies - North

SCALE: 3/8" = 1'-0"10Cubbies - South

SCALE: 3/8" = 1'-0"11Nutrients - North

SCALE: 3/8" = 1'-0"12Nutrients - East

SCALE: 3/8" = 1'-0"13Nutrients - South

SCALE: 3/8" = 1'-0"14Nutrients - West

06.07 DRYING RACK, COORDINATE REQUIREMENTS WITH OWNER.

08.01 NEW DOOR FRAME AND DOOR. SEE DOOR SCHEDULE FOR DOOR SIZE, DOORELEVATION, ETC.

08.02 NEW WINDOW. SEE WINDOW TYPES FOR SIZE, SEE FLOOR PLAN FOR SILL TYPE.

08.06 NEW WINDOWS IN EXIST. WINDOW OPENING - FIELD VERIFY EXISTING OPENINGSIZE.

09.01 NEW WALL BASE. SEE FINISH SCHEDULE.

09.07 FULL HEIGHT BACKSPLASH.

09.12 EPOXY RESIN BACKSPLASH - EXTEND TO WINDOW SILL IN AREAS SHOWN.



12.01 FURNITURE, EQUIPMENT, ETC., O.F.O.I.

22.14 COMBINATION DRENCH SHOWER/EYEWASH STATION WITH FULL CURTAIN.

09.01B4 B5 B4 B4 B4

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

2' -

6"

4' - 0"

08.01 06.17

4' - 8"

9

GA-06

B4

2' - 9"

3' -

0"

OPEN

08.0608.06

09.12

B4

2' - 6"

OPEN

09.01

08.0111.0211.0211.02

8' -

0"

11.08

09.01

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

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

B4 B4 B4

W1W1W1

3

A-15

02.02

9"

3' -

0"

4' -

4"

11

"

SIM. SIM. SIM.

1' -

0"

5' -

6"

OPEN

09.01

08.01

3' -

0"

8"

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

B4 B4 B4

2' -

6"

2' -

6"

11.05 B4

3' - 0" 3' - 0"

108' - 0"

OPEN OPEN OPEN

09.01

09.1209.1209.12

09.12

5' -

6"

1' -

0"

B3 B5 B3

1' - 6" 2' - 3" 1' - 6"

3' -

0"

06.07

2' -

4"

3' - 0"

B4

3' -

0"

B3

1' - 6" 2' - 3" 1' - 6"

B309.01B4 B6 B4 B7 B4 B4

3' - 0" 2' - 0" 2' - 6" 4' - 0" 3' - 0" 3' - 0"

3' -

0"

9

A-32

09.01

2' - 9"

6

A-34

06.2006.20

06.2006.20

B4 B4 B7 B4 B6 B4

3' - 0" 3' - 0" 4' - 0" 2' - 6" 2' - 0" 3' - 0"

3' -

0"

9

A-32

6

A-34

06.2006.20

06.2006.20

09.01

6' - 0"

1' - 10" 2' - 0"2' - 0"

01.01

3' -

0"

SELVAM

RAJAVELU

267857-0301

PRO

JECT

N

UM

BER

DA

TE

DRAWING NO.

SHEET OF

DES

IGN

REVI

EW

DES

IGN

DRA

WN

CHEC

KED

APPR

OVE

D

VERIFY SCALE

BAR

IS O

NE

INCH

ORI

GIN

AL

DRA

WIN

G

REVI

SIO

NS

NO

.D

ATE

REV.

BY

DES

CRIP

TIO

N

79


10/30/2018 1:44:56 PM

A-32

Inte

rior

Ele

vatio

ns

So

uth

Va

lle

y W

ate

r R

ecl

am

ati

on

Fa

cili

ty

Lab

Exp

ansi

on a

nd R

emod

el7

49

5 S

ou

th 1

30

0 W

est

We

st J

ord

an

, U

tah

84

08

4

17

90

6.0

0O

cto

be

r 2

5,

20

18

18

KEYED NOTES

KEYED NOTES






SCALE: 3/8" = 1'-0"1Main Lab - North

SCALE: 3/8" = 1'-0"3Main Lab - East

SCALE: 3/8" = 1'-0"2Main Lab - South

SCALE: 3/8" = 1'-0"4Main Lab - West

SCALE: 3/8" = 1'-0"5Main Lab Island - South

SCALE: 3/8" = 1'-0"7Main Lab Island - North

SCALE: 3/8" = 1'-0"6Main Lab Island - West

SCALE: 3/8" = 1'-0"8Main Lab Island - East

SCALE: 3/8" = 1'-0"9Island Section

01.01 VOID SPACE CANNOT BE MORE THAN 3' - 0" IN WIDTH.


06.07 DRYING RACK, COORDINATE REQUIREMENTS WITH OWNER.

06.17 WEIGH BENCH, BY OWNER.

06.20 FALSE PANELS TO MATCH DRAWERS AND DOORS WITHOUT PULLS, TYPICAL ATEACH CORNER.

08.01 NEW DOOR FRAME AND DOOR. SEE DOOR SCHEDULE FOR DOOR SIZE, DOORELEVATION, ETC.

08.06 NEW WINDOWS IN EXIST. WINDOW OPENING - FIELD VERIFY EXISTING OPENINGSIZE.

09.01 NEW WALL BASE. SEE FINISH SCHEDULE.

09.12 EPOXY RESIN BACKSPLASH - EXTEND TO WINDOW SILL IN AREAS SHOWN.


11.05 VENT FOR CPU.

11.08 ELECTRIC HAND DRYER - COORD. W/ ELECTRICAL

5' - 0"

4' -

6"

4' -

6"

T2 09.01

4' -

6"

4' -

6"

4' - 0"4' - 0"

T2T2 09.01

08.01

09.01B6

2' -

6"

2' - 0"

09.1209.12

B4

2' - 6"

09.01

3' -

0"

3' - 6" 3' - 3"

B4 B4

09.12

08.02

09.01

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

8"

3' -

0"

AUTOCLAVE

B4 B5 B4

INDEX OF DRAWINGS...h. all dimensions are shown to face of gypsum board of new construction or...

Documents

Transcript of INDEX OF DRAWINGS...h. all dimensions are shown to face of gypsum board of new construction or...