480063_GSD_WTP_Grit_Dewatering_Improvements_RTA_PLANS(20-Aug-20).pdf

PDF 16 MB Posted Aug 20, 2020

Attached to: GARY SANITARY DISTRICT SANITARY TREATMENT PLANT UPGRADES - SECTION 219, GARY, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P620B0020
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal construction contract solicitation. The United States Army Corps of Engineers - Chicago District is seeking bids to replace the existing grit dewating equipment at the Gary Sanitary District Sanitary Treatment Plant in Gary, Indiana with higher capacity and more robust equipment. The project is estimated to cost between $1,000,000 and $5,000,000. Competition for this acquisition is reserved exclusively for small businesses with a North American Industry Classification System code of 237110 and annual revenue of less than $39.5 million. Bids are due by 1:00pm Central Time on September 22, 2020. Interested parties must register with the System for Award Management and direct inquiries to the point of contact.

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Other files

File	Type	Posted
Amendment 0006 W912P620B0020 (GSD Headworks).pdf	PDF	Sep 17, 2020
Amendment 0004 W912P620B0020 (GSD Headworks).pdf	PDF	Sep 16, 2020
AMENDMENT NO 0005 - W912P620B0020 GSD GRIT PUMP STATION.pdf	PDF	Sep 16, 2020
WEBEX CENTER ATTENDANCE SHEET FOR GSD PUMP STATION W912P620B0020 RGB.docx	DOCX document	Sep 11, 2020
AMENDMENT NO 0002 W912P620B0020 (GSD Headworks).pdf	PDF	Sep 8, 2020
AMENDMENT NO 0001 W912P620B0020.pdf	PDF	Sep 7, 2020
Solicitation and Project Specifications W912P620B0020 Gary Sanitary District Sanitary Treatment Plant Upgrades.pdf	PDF	Aug 20, 2020

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GARY, INDIANA

Water Environment EnergyTransportation Facilities

ISSUE DATE: 20 AUG 2020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

GARY SANITARY DISTRICT

SOLICITATION NUMBER W912P620B0020

08/20/2020

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

G-1

DRAWING INDEX

S-1 STRUCTURAL GENERAL NOTES

S-2 SCREEN BUILDING STRUCTURAL DEMOLITION PLAN

S-3 SCREEN BUILDING STRUCTURAL NEW WORK PLAN

S-4 DETRITOR BUILDING & ELECTRICAL ROOM STRUCTURAL DEMOLITION AND NEW WORK PLANS

S-5 STRUCTURAL SECTIONS AND DETAILS

S-6 STRUCTURAL SPECIAL INSPECTIONS I

S-7 STRUCTURAL SPECIAL INSPECTIONS II

M-1 MECHANICAL LEGEND AND ABBREVIATIONS

M-2 MECHANICAL NOTES AND PIPE AND VALVE SCHEDULES

M-3 DETRITOR BUILDING GRIT PUMPING - DEMOLITION - PLANS

M-4 SCREEN BUILDING GRIT WASHING - DEMOLITION - PLAN

M-5 DETRITOR BUILDING GRIT - NEW WORK - PLANS

M-6 DETRITOR BUILDING GRIT - NEW WORK - SECTIONS

M-7 SCREEN BUILDING GRIT WASHING - NEW WORK - PLAN

M-8 SCREEN BUILDING GRIT WASHING - NEW WORK - SECTION I

M-9 SCREEN BUILDING GRIT WASHING - NEW WORK - SECTION II

M-10 STANDARD DETAILS

SHEET NUMBER SHEET NAME

G-1 DRAWING INDEX

H-1 HVAC LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

H-2 SCREEN AND DETRITOR BUILDING HVAC DEMOLITION PLAN ELEVATION 3.0'

H-3 SCREEN AND DETRITOR BUILDING HVAC DEMOLITION PLAN ELEVATIONS 12.0' AND 34.0'

H-4 SCREEN AND DETRITOR BUILDING HVAC NEW WORK PLAN ELEVATION 3.0'

H-5 SCREEN AND DETRITOR BUILDING HVAC NEW WORK PLAN ELEVATION 12.0'

H-6 SCREEN BUILDING HVAC NEW WORK PLAN ELEVATION 34.0'

H-7 DETRITOR BUILDING HVAC NEW WORK SECTIONS

H-8 BLOWER BUILDING HVAC NEW WORK PLAN

H-9 HVAC SCHEDULES

H-10 HVAC DETAILS

P-1 PLUMBING LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

P-2 SCREEN BUILDING PLUMBING DEMOLITION PLANS

P-3 SCREEN BUILDING PLUMBING NEW WORK PLANS

I-1 INSTRUMENTATION LEGEND 1

I-2 SYSTEM ARCHITECTURE

I-3 PROCESS & INSTRUMENTATION DIAGRAM / GRIT REMOVAL SYSTEM

I-4 PROCESS & INSTRUMENTATION DIAGRAM / MISCELLANEOUS

SHEET NUMBER SHEET NAME

C-1 CIVIL NOTES, LEGEND, AND ABBREVIATIONS

C-2 SITE PLAN

A-1 ABBREVIATIONS, NOTES, CODE SUMMARY

A-2 SCREEN BUILDING NEW ROOF PLAN AND DETAILS

A-3 BLOWER BUILDING PLAN AND DETAILS

E-1 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES

E-2 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES

E-3 GENERAL ELECTRICAL NOTES

E-4 ELECTRICAL CLASSIFICATION PLAN

E-5 ELECTRICAL SITE PLAN

E-6 EXISTING 01-MCC-02 ONE-LINE DIAGRAM AND FRONT ELEVATION

E-7 01-MCC-03 ONE-LINE DIAGRAM

E-8 SCREEN BUILDING DEMOLITION PLAN

E-9 DETRITOR BUILDING DEMOLITION PLAN

E-10 PUMP ROOM DEMOLITION PLAN

E-11 SCREEN BUILDING LIGHTING AND POWER PLAN

E-12 DETRITOR BUILDING LIGHTING AND POWER PLAN

E-13 PUMP ROOM LIGHTING AND POWER PLAN

E-14 BLOWER BUILDING POWER AND LIGHTING PLAN

E-15 ELECTRICAL BUILDING 1 POWER PLAN AND ONE LINE DIAGRAM MODIFICATIONS

E-16 BLOWER BUILDING GROUNDING PLAN

E-17 ELECTRICAL RISER DIAGRAMS AND SCHEMATIC DIAGRAMS

E-18 PANELBOARD AND LIGHTING FIXTURE SCHEDULES

E-19 ELECTRICAL STANDARD DETAILS I

E-20 ELECTRICAL STANDARD DETAILS II

ARUN MANDE

P R

FES S IO N A L ENGIN

E E

No. 12000142

RE G IS T ERED

STATE OF

I N D I A N A

C-1

CIVIL NOTES, LEGEND, AND ABBREVIATIONS

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

EEE

WWW

EEE

ARUN MANDE

P R

FES S IO N A L ENGIN

E E

No. 12000142

REG IS T ERED

E E E E E E E

E E

TUNNEL TO PUMP ROOM

PUMP ROOM

DETRITOR

BUILDING

SCREEN

BUILDING

ELECTRICAL

BUILDING 1

CHICAGO SOUTH SHORE & SOUTH BEND RAILROAD

ELECTRICAL ROOM

TRASH RACK

GATE AREA

BLOWER BUILDING

NATURAL GAS

GENERATOR

G G

W W W W W W W W W

W W

WWWWWWWWWWWWWWWWWWWWWW

W W

E E

TEST PIT (TYP OF 6)

EXISTING TRENWAY (TYP)

PERFORM SURFACE

RESTORATION FOR EXTERIOR

ELECTRICAL AND HVAC WORK

PERFORM SURFACE RESTORATION

FOR ELECTRICAL DUCTBANKS

PERFORM SURFACE RESTORATION

FOR EXTERIOR HVAC WORK

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403 C-2

SITE PLAN

PLAN

DETAIL A

ARUN MANDE

P R

FES S IO N A L ENGIN

E E

No. 12000142

RE G IS T ERED

ABV

ACMU

AFF

AFG

AL, ALUM

AMP

ANOD

ASSY

BBT

BEV

BLDG

BLK

BLKG

BRG

BRK

BRS

BRZ

BTM

C TO C

CAB

CEM

CGFB

CHAM

CHAN

CIP

CL OR

CLG

CLKG

CMU

COL

COMP

CONC

CONT

CRPT

CRS

CET

DIA

DIAG

DIM

DISP

ELEC

ELEV

EQPT

EWC

EXP

EXIST, (E)

FGL

FIN

FLG

FLR

FRP

FXD

GALV

AND

ANGLE

ANCHOR BOLT

ABOVE

ACOUSTICAL CONCRETE MASONRY UNIT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALUMINUM

ACOUSTICAL METAL PANELS

ANODIZE(D)

ASSEMBLY

BIOBASED TILE

BOARD

BEVEL(ED)

BUILDING

BLOCK

BLOCKING

BEARING

BRICK

BRASS

BRONZE

BOTTOM

CENTER TO CENTER

CABINET

CEMENT

COMPRESSIBLE FILLER

CEMENTITIOUS GLASS FIBER BOARD

CONCRETE HARDENER

CHAMFER

CHANNEL

CAST IN PLACE

CONTROL JOINT

CENTERLINE

CEILING

CAULKING

CONCRETE MASONRY UNIT

COLUMN

COMPRESSIBLE

CONCRETE

CONTINUOUS

CARPET, CARPET TILE

COURSE(S)

CERAMIC TILE

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DOWN

DAMPPROOFING

DRAIN

ELECTRICAL

ELEVATION

EQUAL(LY)

EQUIPMENT

ELECTRICAL WATER COOLER

EXPOSED

EXPANSION JOINT

EXISTING

FLOOR DRAIN

FIRE EXTINGUISHER

FACTORY FINISH

FIBERGLASS

FINISH(ED)

FLASHING

FLOOR(ING)

FILLER

FRAME

FIBERGLASS REINFORCED PLASTIC

FRAME OPENING

FIELD VERIFY

FIXED

GAGE, GAUGE

GALVANIZED

GLASS

GRT

GYP

GWB

HARD

HDWD

HDWR

HGR

HGT

HOR

INST

INSUL

JT FLR

LAB

LAD

LAM

LAV

LINO

LKR

LNTL

MAS

MATL

MAX

MEMB

MFR

MIN

MISC

MRAT

MTD

MTG

MTL

NIC

NOM

NTS

OPNG

OPP HD

ORD

OSB

OVHD

PERIM

PLAS

PLK

PLYWD

PRD

PRCST

PREFAB

PRMLD

PSF

PTD

QTB

R R+S

RECT

GLASS BLOCK

GRATING

GYPSUM

GYPSUM WALL BOARD

HARDENER

HEAVY DUTY

HARDWOOD

HARDWARE

HANGER

HEIGHT

HOLLOW METAL

HORIZONTAL

HIGH POINT

HANDRAIL

INCH

INSTRUMENTATION

ISULATION

JANITOR'S CLOSET

JOINT

JOINT FILLER

LINE OF STRUCTURAL ANGLE DESIGNATION

LABORATORY

LADDER

LAMINIATED

LAVATORY

LAMINATED GLASS

LINOLEUM

LOCKER

LINTEL

LOW POINT

LIGHT(S)

MASONRY

MATERIAL

MAXIMUM

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOISTURE RESISTANT ACOUSTICAL TILE

MOUNTED

MOUNTING

METAL

NOT IN CONTRACT

MONINAL

NOT TO SCALE

ON CENTER

OVERHANG

OPENING

OPPOSITE HAND

OVERFLOW ROOF DRAIN

ORIENTED STRAND BOARD

OVER

OVERHEAD

PERIMETER

PLATE

PROPERTY LINE

PLASTER

PLANK

PLYWOOD

PRESSED METAL

PAIR

PROMENADE ROOF DRAIN

PRECAST

PRE-FABRICATED

PREASSURE TREATED

PREMOLDED

POUNDS PER SQUARE FOOT

PAINTED

QUARRY TILE

QUARRY TILE BASE

RISER(S)

BACKER ROD & SEALANT

RUBBER BASE

ROOF DRAIN

RECEPTACLE

REF

REINF

REQ'D

REV

RFG

RGH

RLG

RWL

SAT

SCHD

SCRN

SECT

SGFT

SHT

SIM

SLNT

SPEC

STD

STL

STOR

STRU

STWY

SUPT

SUSP

TBM

T&G

TEMP

TER

TERB

THK

THR

TKBD

TOB

TOC

TOIL

TOM

TOPG

TOS

TSL

TWF

TYP

UON

VCT

VERT

VEST

VTR

W W/ W/A W/O

WDW

WPG

WWF

ROOF EXHAUST FAN

REINFORCE (D, ING)

REQUIRED

REVISED

ROOF FAN

ROOFING

ROUGH

REVEAL/RUSTICATION JOINT

RAIN LEADER

RAILING

ROOM

ROUGH OPENING

RUBBER TILE

RAIN WATER LEADER

STEEL S-SHAPED DESIGNATION

SUSPENDED ACOUSTICAL TILE

SEAMLESS BASE

SCHEDULE

SCREEN(ED, ING)

SECTION

SEAMLESS FLOORING

STRUCTURAL GLAZED FACING TILE

SHEET

SIMILAR

SINK

SLOPE

SEALANT

SPECIFICATION, SPECIFIED

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURE(S, URAL)

STAIRWAY

SUPERINTENDENT

SUSPENDED

TREAD(S)

TRAFFIC BEARING MEMBRANE

TONGUE AND GROOVE

TEMPERATURE

TEMPERED

TEMPORARY

TERRAZZO

TERRAZZO BASE

THICK(NESS)

THRESHOLD

TACKBOARD

TOP OF BRICK

TOP OF CONCRETE

TOILET

TOP OF MASONRY

TOPPING

TOP OF STEEL

STRUCTURAL TUBING (STEEL UNLESS NOTED)

TOP OF SLAB

THROUGH WALL FLASHING

TYPICAL

UNDERCUT

UNLESS OTHERWISE NOTED

URINAL

VAPOR BARRIER

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VENT THRU ROOF

WITH

WHERE APPLICABLE

WITHOUT

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WATERPROOFING

STEEL TEE-SHAPE DESIGNATION

WELDED WIRE FABRIC

1. HEIGHT OF INTERIOR STUD AND CMU PARTITIONS ARE FROM FLOOR TO THE UNDERSIDE

OF ROOF DECK UNLESS OTHERWISE NOTED. PROVIDE DEFLECTION HEADS AT TOP OF

WALL (TYPICAL).

2. NOT ALL EQUIPMENT IS SHOWN FOR CLARITY. REFER TO THE APPROPRIATE DISCIPLINE

SHEETS FOR SPECIFIC EQUIPMENT LAYOUT AND OTHER REQUIREMENTS

3. SEE CIVIL SHEETS FOR SIDEWALK, ROAD PAVING AND FINISH GRADE ELEVATIONS.

4. SEE STRUCTURAL SHEETS FOR SIZE AND LOCATION OF CONCRETE PADS, TRENCHES,

VAULTS, SUMPS, ETC

5. SEE STRUCTURAL SHEETS FOR CONCRETE AND MASONRY REINFORCEMENT

6. ALL INTERIOR CMU WALLS SHALL BE PROVIDED WITH INSULATION INSERTS (SEE SPEC

04200)

7. PATCH AND REPAIR ANY MATERIALS OR SURFACES DAMAGED DURING THE

CONSTRUCTION PROCESS TO MATCH THE EXISTING ADJACENT SURFACES.

8. ALL ITEMS TO BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE.

9. ALL JOINTS, VOIDS AND PENETRATIONS THROUGH FIRE-RATED WALL SYSTEMS ARE TO BE

FILLED/SEALED WITH UL APPROVED FIRESAFING/FIRESTOPPING MATERIALS TO ACHIEVE

THE REQUIRED FIRE-RATING (REFER TO CODE DRAWINGS FOR LOCATIONS).

10. DO NOT SCALE FROM THE DRAWINGS

11. NOTIFY ARCHITECT IF CONSTRUCTION DOCUMENTS DIFFER FROM ACTUAL FIELD

CONDITIONS PRIOR TO FABRICATION OR NEW CONSTRUCTION

12. THIS DRAWING CONTAINS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL

ITEMS SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS.

DASHED ON CONSTRUCTION PLAN/SHEETS -

HIDDEN ELEMENTS BEYOND, ABOVE OR

BELOW

CONTINUOUS - NEW CONSTRUCTION

(UNLESS OTHERWISE NOTED)

CONCRETE MASONRY UNIT (CMU)

BRICK

EARTH

PRECAST CONCRETE

CAST-IN-PLACE CONCRETE

WOOD BLOCKING

WOOD FINISH

PLYWOOD

RIGID INSULATION

STEEL

ALUMINUM

STUCCO / GROUT

CAULK

GRAVEL

BLANKET INSULATION

A-2

COLUMN TAG AND &

CENTER LINE

TSL

501'-8"

FFE

501'-8"

SPOT ELEVATION

ELEVATION CALLOUT

LEVEL NAME

ELEVATION

PARTITION TYPE

SUFFIX A,B,C, ETC. W/A

SEE NOTE ON TYPE

DESCRIPTION

SUFFIX 1,2,3,4 IS FIRE

RESISTANCE RATING W/A NOTE: SEE WALL SECTIONS FOR

ADDITIONAL REQUIREMENTS

A-2

A-1

A-101

ROOM NAME

ROOM TAG

BUILDING DESIGNATION

(IF APPLICABLE)

ROOM NUMBER

001 SUB BASEMENT

01 BASEMENT

101 GROUND FL

201 SECOND FL

INTERIOR ELEVATION

SHEET NO.

ELEVATION NO.

A-2

BUILDING SECTION

INDICATOR

WALL SECTION

INDICATOR

DETAIL INDICATOR

IF SECTION OR DETAIL IS

DRAWN ON THE SAME SHEET

THAT IT IS TAKEN FROM, THE

SHEET NUMBER IS A HYPHEN. IF

THE SECTION IS REFERENCED

ON MULTIPLE SHEETS, THE

SHEET NUMBER SHOWN

INDICATES THE FIRST SHEET

THE SECTION IS TAKEN FROM.

FIRE EXTINGUISHER

FE-X

FE-1 SEMI-RECESSED

FE-2 WALL MOUNTED

FE-3 CARBON DIOXIDE

(WALL MOUNTED)

1 KEYNOTE CALLOUT

KEYNOTE DESIGNATION,

CORRESPONDS TO KEY

ON EACH SHEET

APPLICABLE CODES 2014 INDIANA BUILDING CODE, BUILDING

2014 INDIANA BUILDING CODE, FIRE PREVENTION

2014 INDIANA BUILDING CODE, ACCESSIBILITY

NATIONAL FIRE PROTECTION ASSOCIATIONS, NFPA 820

GARY SANITARY DISTRICT WASTEWATER TREATMENT PLANT KEY DETERMINATIONS (BLOWER BUILDING)

BUILDING CLASSIFICATION

OCCUPANCY - F-2 FACTORY-INDUSTRIAL (LOW-HAZARD)

CONSTRUCTION - TYPE II B

BUILDING HEIGHTS AND AREAS MAX AREA 23,000 SF PER FLOOR ACTUAL 8,555 SF (EXISTING)

TABLE 503*

MAX HEIGHT 55 FEET ACTUAL 42 FEET

MAX STORES 3 ACTUAL 2

REQUIRED SEPARATION STAIR 1 HOUR

TABLE 508.4 ELEVATOR 1 HOUR

ELEVATOR MECH ROOM 1 HOUR

ASSEMBLY 1 HOUR

ROOM SEPARATION ELECTRICAL 0 HOUR

FIRE SEPARATION DISTANCE TYPE II B > 30 FEET FROM BLDGS & PROPERTY LINE - 0 HR

FIRE RESISTANCE RATING ACTUAL = >30 FOOT SEPARATION 0 HR

STAIRS MIN WIDTH 44" CLEAR ACTUAL EXISTING

SECTION 1009

MIN RISER HEIGHT 7" ACTUAL EXISTING

MIN TREAD DEPTH 11" ACTUAL EXISTING

RAMPS N/A

ELECTRICAL ROOM 15 FEET SEPERATION ACTUAL **** FEET

SPRINKLERS REQUIRED NO PROVIDED: NO

FIRE ALARM REQUIRED NO PROVIDED: NO

EGRESS REQUIREMENTS (ELECTRICAL ROOM) MAX TRAVEL DISTANCE 300 FEET PROVIDED: 26 FEET

THE FOLLOWING ITEMS ARE TO BE PAINTED IN THE BLOWER BUILDING AND SCREEN BUILDING:

* ALL NEW STRUCTURAL STEEL IN SCREEN BUILDING

* ALL NEW CONCRETE

* ALL NEW CONCRETE MASONRY

* ALL NEW DOORS AND FRAMES IN BLOWER BUILDING

* ALL NEW PIPING (EXCEPT SS)

* EXISTING INSIDE CONCRETE WALLS AT SECOND FLOOR

* EXISTING GUARDRAILS ON SECOND FLOOR

* DO NOT PAINT EXISTING PIPING

* NEW STEEL DECK IN SCREEN BUILDING

ELECTRICAL ROOM

26'

F-2

BLOWER BUILDING

EGRESS PATH

TRAVEL DISTANCE

(FEET)

AREA OR SPACE EXIT

BLOWER BLDG PUMP ROOM

DETRITOR

BLDG

SCREEN

BLDG

ELECTRICAL ROOM ELECTRICAL

BLDG 1

ABBREVIATIONS

GENERAL NOTES

LINE TYPES

MATERIAL SYMBOLS

SYMBOLS

Building Code Key Determinations (Indiana Building Code)

PAINT SCHEDULE

A B C D E F

D M

S M

A L

L R

T S

R E

S E

R V

E D

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

S P

R O

E D

B Y

P R

O F

E S

N A

L S

E R

C O

R P

O R

A T

E D

H E

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

A N

D A

R E

N O

T T

O B

E U

S E

W H

O L

E O

R P

A R

T F

O R

A N

Y O

T H

E R

P R

O J E

C T

H O

U T

T H

E W

T E

N A

U T

H O

A T

O F

C D

M S

DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

L. LOHMAN

H. ATKINS

L. LOHMAN

T. KING

L. LOHMAN

ABBREVIATIONS, NOTES,

CODE SUMMARY A-1

AWZ001GB.RVT

1/8" = 1'-0"

LIFE SAFETY PLAN

LIFE SAFETY LEGEND

SITE PLAN

NEW REMOVABLE SKYLIGHTS, TYP.

NEW ROOF DRAIN

1/4"/1'-0"

NEW ROOF DRAIN

90 MIL. EPDM ROOF OVER

TAPERED INSULATION ON

NEW ROOF DECK

NEW ALUMINUM

ROOF LADDER

NEW ALUMINUM COPING

A-2

NEW ROOF SCUPPER

A-2

9'-0" *

9'-6" *

NOTE: * INDICATES DIMENSION TO BE COORDINATED WITH

APPROVED SKYLIGHT AND EQUIPMENT DRAWINGS.

ROOF DECK - FOR PAINT

NEW ALUMINUM COPING

CONCRETE PARAPET

ROOF MEMBRANE

LAP SEALANT

TAPERED INSULATION

SLOPE TO DRAIN

SEE STRUCTURAL

FOR REINFORCING

WOOD BLOCKING

FOR PAINT

1/2" PROTECTION BOARD

A D

D B

L O

C K

A S

R E

PRESSURE TREATED BLOCKING

REMOVABLE TRANSLUCENT

FIBERGLASS SKYLIGHT

INSULATED GALVANIZED

CURB W/ CLOSURE PLATE

2X PRESSURE TREATED

WOOD BLOCKING

STL. BEAM W/ BENT STL.

CLOSURE PLATES AND METAL

DECKING

TAPERED INSULATION

SLOPE TO DRAIN

CURB FLASHING BY MFR.

FOR PAINT

WOOD BLOCKING

1/2" PROTECTION BOARD

ROOF FLASHING WITH

TERMINATION BAR

ALUMINUM CLOSURE TRIM

*SKYLIGHT MANUFACTURER MAY PROPOSE

ALTERNATE DETAIL IN LIEU OF ROOF DETAIL

REMOVABLE TRANSLUCENT

FIBERGLASS SKYLIGHT

TAPERED INSULATION

SLOPE TO DRAIN

STL. BEAM W/ BENT STL.

CLOSURE PLATES AND

METAL DECKING

2X PRESSURE TREATED

WOOD BLOCKING

INSULATED GALVANIZED

CURB W/ CLOSURE PLATE

WOOD BLOCKING

ROOF MEMBRANE

LAP SEALANT

CURB FLASHING BY MFR.

FOR PAINT

1/2" PROTECTION BOARD

ROOF FLASHING WITH

TERMINATION BAR

ALUMINUM CLOSURE TRIM

ROOF DECK -

FOR PAINT

TAPERED INSULATION

SLOPED TO DRAIN

NEW ALUMINUM COPING

CONCRETE PARAPET

ROOF MEMBRANE

CONT. SEALANT AROUND

ALUMINUM SCUPPER SLEEVE

CONT. WELDED

SCUPPER SLEEVE

FASTENER PER MFR.

BONDING ADHESIVE

WOOD BLOCKING

FOR PAINT

1/2" PROTECTION BOARD

PRESSURE TREATED BLOCKING

A B C D E F

D M

S M

A L

L R

T S

R E

S E

R V

E D

E U

S E

O F

D O

C U

M E

N T

S T

H E

E S

E D

O C

U M

E N

T S

A N

D D

E S

S P

R O

E D

B Y

P R

O F

E S

N A

L S

E R

C O

R P

O R

A T

E D

H E

R E

T H

E P

R O

P E

R T

Y O

F C

D M

S M

A N

D A

R E

N O

T T

O B

E U

S E

W H

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

L. LOHMAN

H. ATKINS

L. LOHMAN

T. KING

L. LOHMAN

SCREEN BUILDING

NEW ROOF PLAN AND DETAILS A-2

AWZ001GB.RVT

1/4" = 1'-0"

ROOF PLAN

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

3 DETAIL 3

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

2 DETAIL 2

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

1 DETAIL 1

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

4 DETAIL 4

NEW 8" STRUCTURAL

GLAZED TILE INFILL - 2 HR

RATED WALL

EXISTING MASONRY WALLS

HOLLOW METAL DOOR

HOLLOW METAL DOORS

ELECTRICAL ROOM

A-3

8" 3'-4" 7'-0"

DA-1 DA-3

1'-6" 11'-0" 6'-1" 11'-0" 6'-1" 11'-0" 1'-6"

48'-2"

4'-0" 6'-4" 8"

DA-2

NOTE: CONDUIT TRAYS TO HAVE 2-HOUR FIRE RATED ENCLOSURES

Level 1 591.10

ARCH BASEMENT

PLAN

582.20

NEW 8" STRUCTURAL

GLAZED TILE INFILL

EXISTING CEILING

EXISTING STRUCTURAL

GLAZED TILE

7 5/8"

STEEL ANGLE - SEE "S" DWGS FOR DETAILS

NEW 8" STRUCTURAL GLAZED TILE INFILL

SEALANT, BACKER ROD AND

SHIM AS NEEDED

REMOVABLE TRANSOM

PANEL

FRAME BEYOND

GROUT SOLID AT RATED DOORS

BOND BEAM

HOLLOW METAL

GROUT CELL

SOLID

FRAME ANCHOR

(3 PER JAMB)

SEALANT, BACKER ROD AND

SHIM AS NEEDED

NEW 8" STRUCTURAL

GLAZED TILE INFILL

HOLLOW METAL DOOR AND FRAME.

FOR PAINT.

THRESHOLD SET IN MASTIC

EXISTING TILE

S E

E S

C H

E D

U L E

SCHEDULE

SEE 2"

REMOVABLE TRANSOM

RATED HOLLOW METAL

PANEL

S E

E S

C H

E D

U L

FLUSH

DOOR HARDWARE SET #1:

HINGES

2- EXIT DEVICE- EXPOSED VERTICAL RODS

2- CLOSERS

2- KICK PLATES

PERIMETER SEALS

DOOR HARDWARE SET #2:

HINGES

1- EXIT DEVICE- EXPOSED VERTICAL RODS

1- CLOSERS

1- KICK PLATES

PERIMETER SEALS

A B C D E F

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

L. LOHMAN

H. ATKINS

L. LOHMAN

T. KING

L. LOHMAN

BLOWER BUILDING

PLAN AND DETAILS A-3

AWZ001GB.RVT

1/4" = 1'-0"

ELECTRICAL ROOM PLAN

_ 1/2" = 1'-0"

1 2 HR FIRE RATED WALL SECTION

DOOR SCHEDULE

DOOR

NUMBER PAIR

SIZE DOOR FRAME FIRE

RATING

(MIN)

HARDWARE

SETWIDTH HEIGHT TYPE MATERIAL FINISH TYPE MATERIAL FINISH

DA-1 NO 3'-0" 7'-2" F HM PT F3 HM PT 90 MIN 2

DA-2 YES 3'-0" 7'-2" F HM PT F3 HM PT 90 MIN 1

DA-3 YES 3'-0" 7'-2" F HM PT F3 HM PT 90 MIN 1

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

2 HEAD DETAIL

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

3 JAMB DETAIL

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

4 THRESHOLD

DOOR FRAMESDOOR TYPES

DOOR HARDWARE SETS

A. GENERAL NOTES

ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE OTHER PROJECT

DRAWINGS AND SPECIFICATIONS.

SEE CIVIL, ELECTRICAL, ARCHITECTURAL, MECHANICAL, HEATING AND VENTILATING, AND

PLUMBING DRAWINGS FOR ANCHORS, PIPE SLEEVES, CONDUITS OR OTHER ITEMS TO BE

EMBEDDED OR PASSED THROUGH THE CONCRETE.

SEE CIVIL SITE PLANS FOR STRUCTURE LOCATION COORDINATES AND GRADING PLAN FOR

FINISHED GRADE ELEVATIONS.

THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL DRAWINGS AND

REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE STRUCTURES.

SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN

WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING

CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR

STABILITY UNDER THE FINAL CONFIGURATION ONLY.

B. DESIGN CRITERIA

1. CODES:

a. 2012 INTERNATIONAL BUILDING CODE, ASCE 7-10

b. ACI 318-11, ACI 360-10

2. FLOOR LIVE LOADS:

ROOF AREA = 20 PSF; OR CONCENTRATED EQUIPMENT LOAD

PROCESS AREA = 200 PSF OR CONCENTRATED EQUIPMENT LOAD + 50 PSF

ELECTRICAL ROOM = 300 PSF OR CONCENTRATED EQUIPMENT LOAD

3. SNOW LOADS:

GROUND SNOW LOAD = 30 PSF

Ct=1.0 Ce=1.0 Is=1.0

4. WIND LOADS:

OCCUPANCY CATEGORY II

BASIC WIND SPEED = 115 MPH (3-SEC GUST)

EXPOSURE CATEGORY = B

5. SEISMIC LOADS

OCCUPANCY CATEGORY II

SEISMIC DESIGN CATEGORY = B

SS=0.127 S1=0.063

Fa=1.6 Fv=2.4

SDS=.0135 SD1=0.102

C. CAST-IN-PLACE CONCRETE NOTES

REINFORCED CONCRETE SHALL CONFORM TO ACI 318-08.

MINIMUM CONCRETE STRENGTH AT 28 DAYS:

CONCRETE FILL (PIPE & DUCT ENCASEMENT, ETC) ......................................................... f'c = 2,500 PSI STRUCTURAL CONCRETE (FOUNDATION, WALL, SLAB, BEAM, EQUIPMENT PADS ETC)..f'c = 4,000 PSI

REINFORCING STEEL SHALL BE BILLET STEEL CONFORMING TO THE LATEST EDITION OF ASTM A-615 GRADE 60.

REINFORCING STEEL FABRICATION SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE CRSI MANUAL

OF STANDARD PRACTICE.

REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE COVER UNO:

a. CONCRETE CAST EARTH (BOTTOM OF SLABS, FOOTINGS): .................................................. 3"

b. CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER: ................................................ 2"

c. CONCRETE SURFACES NOT EXPOSED TO EARTH OR WEATHER: ....................................... 1 1/2"

MINIMUM TENSION LAP SPLICE LENGTHS AND TENSION DEVELOPMENT LENGTHS FOR GRADE 60 REINFORCING BARS IN WALLS AND SLABS SHALL BE IN ACCORDANCE WITH TABLE BELOW, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. LAP SPLICES AND DEVELOPMENT LENGTHS FOR WHICH DETAIL IS NOT APPLICABLE SHALL BE AS

SHOWN ON THE DRAWINGS.

ALL EXPOSED CORNERS OF CONCRETE TO HAVE 3/4" MINIMUM CHAMFER, UNO.

SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE AS REQUIRED BY THE EQUIPMENT

MANUFACTURER.

D. STEEL NOTES

10.

ALL STRUCTURAL STEEL SHALL BE FABRICATED, ERECTED AND CONNECTED IN COMPLIANCE WITH THE

AISC MANUAL OF STEEL CONSTRUCTION 13TH EDITION.

MATERIALS:

a. WIDE FLANGES AND SPLIT TEES SHALL CONFORM TO ASTM A992 Fy = 50 KSI.

b. ALL OTHER STRUCTURAL SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36.

c. HOLLOW STRUCTURAL SHAPES (HSS) SHALL CONFORM TO ASTM A500 GRADE B Fy=46 KSI.

STANDARD FRAMED BEAM CONNECTIONS SHALL BE DESIGNED (UNLESS DESIGN LOADS OR DETAILS ARE SHOWN IN THE PLANS) FOR ONE-HALF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FOR A GIVEN MEMBER AND SPAN AS INDICATED IN THE "ALLOWABLE LOADS ON BEAMS" TABLES OF THE AISC MANUAL OF STEEL CONSTRUCTION. THICKNESS OF CLIP ANGLES SHALL BE 3/8". MINIMUM GUSSET

PLATE THICKNESS IS 3/8".

ALL BOLTED MADE USING ASTM A 325 HIGH-STRENGTH BOLTS AS SHOWN ON THE DRAWINGS OR AS

SPECIFIED. ALL BOLTS SHALL BE 3/4"∅ IN 13/16"∅ HOLES UNLESS OTHERWISE SPECIFIED. ALL BOLTED CONNECTIONS SHALL HAVE 2 BOLTS MINIMUM, UNO AND SHALL BE BEARING TYPE WITH THREADS

INCLUDED IN SHEAR PLANE.

ALL CONNECTIONS SHALL BE SHOP WELDED - FIELD BOLTED TYPE, UNLESS OTHERWISE NOTED ON

THE DESIGN DRAWINGS.

ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE, AWS D1.1. WELD FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE SPECIFIED. MINIMUM WELD SIZE SHALL BE 3/16 INCH FILLET WELD, UNLESS OTHERWISE NOTED. SURFACES TO BE WELDED SHALL BE WIRE BRUSHED CLEAN SURFACE BEFORE WELDING. WELDERS SHALL BE AWS CERTIFIED. SUBMIT COPY OF ALL CERTIFICATIONS TO THE

ENGINEER.

ALL STRUCTURAL STEEL SHALL BE PRIMED IN ACCORDANCE WITH SPECIFICATION 09 90 10 AND PAINTED IN ACCORDANCE WITH SPECIFICATION 09 91 00, EXCEPT STEEL EXPOSED TO WEATHER, DOOR/WINDOW LINTELS, SHELF ANGLES AND STEEL SO NOTED ON DRAWINGS TO BE HOT-DIP

GALVANIZED.

ALL STRUCTURAL STAINLESS STEEL SHAPES SHALL BE ASTM A276, TYPE 316 AND STAINLESS STEEL PLATE SHALL BE ASTM A240, TYPE 316L, (FOR WELDED COMPONENTS) UNLESS OTHERWISE NOTED.

ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 WITH THREADS AT TOP AND BOTTOM FOR NUT AND WASHER, UNO. EACH ANCHOR BOLT SHALL HAVE ONE HEAVY HEX NUT AND ONE GRADE A WASHER, TOP AND BOTTOM UNO.

ADHESIVE ANCHORS SHALL BE HILTI HIT HY-200 WITH GALVANIZED RODS.

ABV

ACC

ADDL

ALUM/AL

ALT

APPROX

B TO B

BEV

BLK

BOT

BRG

B/W

CIRC

CLJ

CLR

CMU

COL

CONC

CONN

CONT

CPLG

CRS

CSK

CTR

DET

DIA

DIAG

DIR

DO.

DWG

DWL

EMBED

EQUIP

EXIST

EXP JT

EXT

f'c f'm

FAB

FDN

FHMS

FHWS

FRP

FTG

GALV

GBT

GLB

GRTG

HAS.

HDR

HOR

I.E.

IF.

NUMBER

AND

ANCHOR BOLT

ABOVE

ACCELERATION

ADDITIONAL

ALUMINUM

ALTERNATE (ING)

APPROXIMATELY

BACK TO BACK

BEVEL (ED)

BLOCKING

BOTTOM

BEARING

BETWEEN

CIRCUMFERENTIAL

CONSTRUCTION JOINT

CENTERLINE

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNITS

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

COUPLING

COURSE (S)

COUNTERSINK

CENTER(ED)

PENNY

DETAIL

DIAMETER

DIAGONAL

DIRECTION

DEAD LOAD

DITTO

DRAWING

DOWEL

EACH

EXPANSION BOLT

EACH FACE

ELEVATION

EMBEDMENT

EQUAL (LY)

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXPANSION JOINT

EXTERIOR

CONCRETE COMPRESSION STRESS

MASONRY PRISM STRESS

FABRICATE (OR, ED)

FOUNDATION

FAR FACE

FLATHEAD MACHINE SCREW

FLATHEAD WOOD SCREW

FLOOR

FIBERGLASS REINFORCED PLASTIC

FOOTING

GALVANIZED

GRAVITY BELT THICKENER

GLASS BLOCK

GRADE

GRATING

HIGH

HEADED ANCHOR STUD

HEADER

HORIZONTAL

HIGH POINT

INSIDE

INVERT ELEVATION

INSIDE FACE

INT

INV

LLH

LLV

LNTL

LOC(S)

LONG.

MAS

MAX

MCJ

MFR

MIN

NSG

NTS

OF.

OPNG

OPP

OPT

PCJ

PJF

PLYWD

PREFAB

PROJ

PVMT

RAD

REF

REINF

REQD

REV

RLG

SCJ

SECT

SIM

STD

STIF

STIR

STL

SYM

T T/ T&B

THD

TOC

TRNSV

TYP

UNO

VIF

W W/ W/O

WSTP

WWF

INTERIOR

INVERT

JOINT

KNOCKOUT

LENGTH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LINTEL

LOCATION(S)/LOCATED

LONGITUDINAL

LOW POINT

LEFT

LIGHTWEIGHT

MASONRY

MAXIMUM

MACHINE BOLTS

MASONRY CONTROL JOINT

MANUFACTURER

MINIMUM

MASONRY OPENING

NEAR FACE

NON-SHRINK GROUT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OPTIONAL

PARTIAL CONTRACTION JOINT

PREMOLDED JOINT FILLER

PLYWOOD

PREFABRICATED

PROJECTION

PAVEMENT

RISER(S)

RADIUS

REINFORCED CONCRETE

REFERENCE/REFER

REINFORCE (D, ING)

REQUIRED

REVISION

RAILING

ROUGH OPENING

RIGHT

SLAB CONTROL JOINT

SECTION

SIMILAR

SPACE (S, ED)

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STIRRUP (S)

STEEL

SYMMETRICAL

TREAD(S)

TOP OF

TOP AND BOTTOM

TOP FACE

THREADED

TOP OF CONCRETE

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VAPOR BARRIER

VERIFY IN FIELD

WIDE

WITH

WITHOUT

DRIFT WIDTH

WORKING POINT

WATERSTOP

WELDED WIRE FABRIC

ABBREVIATION NOTES:

1. ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE CURRENT MANUAL OF

STEEL CONSTRUCTION BY AISC.

2. ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE FOUND IN THE

SPECIFICATIONS.

3. WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.

GRATING

SPAN

DIRECTION

EARTH FILL

UNDISTURBED

EARTH

CONCRETE

STRUCTURAL

FILL GRATING

CHECKERED

PLATE

GROUT

CONCRETE

MASONRY

INDICATES EQUIPMENT

PAD. COORDINATE SIZE W/

EQUIP REQUIREMENTS.1

S-2

SECTION DETAIL

A-2

TITLE

1/4" = 1'-0"

SECTION NUMBER

OR DETAIL LETTER

SHEET SECTION OR DETAIL

IS REFERENCED FROM

SECTION NUMBER

SHEET SECTION

IS LOCATED ON

DETAIL LETTER

SHEET DETAIL

IS LOCATED ON

SECTION OR DETAIL TITLE

SECTION AND DETAIL NOTES:

1. WHEN A SECTION OR DETAIL IS ON THE SAME SHEET FROM WHICH

IT IS TAKEN, THE SHEET NUMBER IS REPLACED WITH A HYPHEN.

2. WHEN A SECTION OR DETAIL IS REFERENCED IN A NOTE, THE

CALLOUT IS FORMATTED AS A/S-2.

ENDELL YANG

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

STRUCTURAL

GENERAL NOTES S-1

SEZ001GR.rvt

STRUCTURAL NOTES

STRUCTURAL LEGEND & SYMBOLS

STRUCTURAL ABBREVIATIONS

LEGEND

9 70 54

8 62 47

7 54 42

6 46 36

5 31 24

4 25 19

3 18 14

BAR SIZE TOP BARS OTHER BARS

f'c=4000 PSI

TENSION DEVELOPMENT LENGTHS

IN WALL AND SLABS (INCHES)

9 91 70

8 80 62

7 70 54

6 48 46

5 40 31

4 32 25

3 24 18

BAR SIZE TOP BARS OTHER BARS

f'c=4000 PSI

CLASS B TENSION LAP SPLICE LENGTHS

IN WALLS AND SLABS (INCHES)

NOTES:

a. MINIMUM BAR SPACING = 6" OC

b. MINIMUM CONCRETE COVER = 1"

c. A HORIZONTAL BAR IS CONSIDERED A TOP BAR IF NORE THAN

12" OF FRESH CONCRETE IS CAST DIRECTLY BELOW THE BAR

DEMOLISH EXISTING CMU WALL (TYP)

DEMOLISH EXISTING CONC CURB

DEMOLISH EXISTING CONC

PEDESTALS (TYP OF 8)

E X

W X

O B

E D

E M

O L

H E

E X

W X

O B

E D

E M

O L

H E

EXIST 10K1 TO BE DEMOLISHED

EXIST 12K1 TO BE DEMOLISHED

EXIST 10K1 TO BE DEMOLISHED

E X

O B

E D

E M

O L

H E

E X

O B

E D

E M

O L

H E

E X

O B

E D

E M

O L

H E

E X

O B

E D

E M

O L

H E

E X

O B

E D

E M

O L

H E

E X

O B

E D

E M

O L

H E

48' - 1"

EXISTING METAL DECK

TO BE DEMOLISHED

(TYP)

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

SCREEN BUILDING STRUCTURAL

DEMOLITION PLAN S-2

SEZ001GR.rvt

1/4" = 1'-0"

PLAN

1/4" = 1'-0"

PLAN

TOC EL 34.18 VIF EXISTING ROOF FRAMING

S-5

W X

E W

AL LADDER

12'-0"

4' - 6" * 10' - 3" * 4' - 6" *

5" SLAB

(NEW)

S-5

6' - 0" 6' - 0"

L4x4x3/8 GALV (4 SIDES)

S-5

S-57

S-5

W8X18(NEW) W8X18(NEW)

S E

E N

O T

FIELD LOCATE W8 AT

EQUIPMENT SUPPORT LEG

BELOW HOPPER (TYP)

18"* DIAMETER

OPENING (TYP OF 2)

8' - 2" 9' - 0" 9' - 6" 3' - 10" 9' - 2" 8' - 4"

1' - 0" 1' - 0"

48' - 1"

NEW 12"

CONC WALL

S-5

8' - 0" *

8' - 6" * 4' - 6" 8' - 6" *

1' - 4"

W X

W8X18

W8X18 W8X18 W8X18 W8X18 W8X18

W8X18 W8X18 W8X18

W8X18

W8X18 W8X18

W8X18 W8X18 W8X18

W8X18 W8X18W8X18

W8X18

L4x4x3/8 GALV

(4 SIDES)

S-5

D E

C K

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

SCREEN BUILDING STRUCTURAL

NEW WORK PLAN S-3

SEZ001GR.rvt

1/4" = 1'-0"

PLAN

1/4" = 1'-0"

PLAN

NOTES:

1. * INDICATES DIMENSION TO BE COORDINATED WITH

APPROVED SKYLIGHT AND EQUIPMENT DRAWINGS.

2. INDICATES EQUIPMENT PAD. FINAL PAD SIZE AND

LOCATION TO BE COORDINATED WITH APPROVED

EQUIPMENT DRAWINGS.

3. METAL ROOF AND FLOOR DECKS SHALL BE AS FOLLOWS.

A. 1 1/2" ROOF DECK SHALL BE VULCRAFT GALVANIZED

1.5B20 OR EQUAL.

B. 2" COMPOSITE DECK SHALL BE VULCRAFT

GALVANIZED 3VLI18 OR EQUAL.

SEE BELOW TABLE FOR DIAPHRAGM CONNECTION.

(TOC EL 34.18 VIF)

ROOF NEW WORK

(T/STL EL 51.83)

EXISTING FLOOR PLAN

DECK TYPE CONNECTION PATTERN EDGE CONNECTION SIDELAP CONNECTION

1.5B20 5/8 PUDDLE WELD 36/4 5/8 PUDDLE WELD @12 5/8 PUDDLE WELD @12

2VLI18 5/8 PUDDLE WELD 36/4 5/8 PUDDLE WELD @12 5/8 PUDDLE WELD @12

4. PRIOR TO CORING CONCRETE, SCAN SLAB OR WALL USING RADAR

TO LOCATE REBAR AND/OR CONDUIT AND WIRING ON TOP AND

BOTTOM SURFACES. LOCATE CORES AS TO AVOID REBAR AND/OR

CONDUITS. NOTIFY ENGINEER IMMEDIATELY UPON BECOMING AWARE

OF DISCREPANCIES WITHING AREA OF WORK

5.FIELD LOCATE W8 AT EQUIPMENT SUPPORT LEG BELOW HOPPER

(TYP)

2' - 2" *

S-4

EXISTING CONC CURB

TO BE DEMOLISHED

#4@12 EW T&B

#4@12 HILTI HY 200 EPOXY

DWLS 4" EMBED (4 SIDES)

EXIST CONC SLAB

NEW 8" CMU WALL

(TYP 3 LOCATIONS)

S-4

EXIST CONC SLAB

EXIST CONC WALL

S-4

#4@48 (GROUT CELLS W/ VERTICAL BARS)

#4@48 ADHESIVE DOWELS 4" EMBED

1/2" DIA THROUGH

BOLT @ 12

1/2" DIA HILTI KWIK

BOLT TZ OR EQUAL

L4x4x3/8 4" LONG@12

ENDELL YANG

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No. 10808959

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

DETRITOR BUILDING & ELECTRICAL ROOM

STRUCTURAL DEMOLITION AND NEW WORK PLANS S-4

SEZ001GR

1/4" = 1'-0"

PLAN

NOTES:

1. * INDICATES DIMENSION TO BE COORDINATED WITH

APPROVED EQUIPMENT DRAWINGS.

2. INDICATES EQUIPMENT PAD. FINAL PAD DIMENSIONS TO

BE COORDINATED WITH APPROVED EQUIPMENT.

1/4" = 1'-0"

PLAN

DEMO

NEW WORK

_ 1" = 1'-0"

1 SECTION

1/4" = 1'-0"

PLAN

ELECTRICAL ROOM

_ 1/2" = 1'-0"

2 SECTION

_ 1" = 1'-0"

A DETAIL

(T/CONC EL -15.33 VIF)

(T/CONC EL 3.00 VIF)

24"x12" BEAM POCKET

(2)-3/4" DIA HILTI HIT-HY 200

ANCHOR BOLT 6" EMBED

NSG

1 1/2" METAL ROOF DECK

N S

T/STL EL 51.83

#4@12 EW EF

W21

EX CONC WALL

1' - 0"

T/ WALL EL 53.75

T/EXIST WALL EL 50.00 VIF

#4 HILTI HIT-HY 200

EPOXY DWLS@12 6"

EMBED

#4@12 HILTI HIT-HY 200 DWLS

W/ 6" EMBED EF

1 1/2" METAL ROOF DECK

#4@12 EW

T/WALL EL 53.75

EX CONC WALL

1' - 0"

3" 6" 3"

T/EXIST WALL EL 50.00 VIF

1/2" DIA HILTI HIT-HY 200

EPOXY BOLTS 4" EMBED @

12 OC

NEW CONCRETE

(2)-3/4" DIA HILTI HIT-HY 200

ANCHOR BOLTS ON 5 1/2"

GAGE 6" EMBED

T/STL EL 51.83

EX CONC WALL

1' - 0"

T/WALL EL 53.75

EL 50.00 VIF

L4x4x3/8 8" LONG GALV

HORIZONTAL

SLOT IN L5x3

6x6 - W1.4xW1.4 WELDED

WIRE FABRIC

EX CONC

BEAM BEYOND

S-5

EX CONC

BEAM

TOC EL 34.18 VIF

2" 18 GAUGE COMPOSITE

METAL DECK W/ 3" CONC

SLAB (5" TOTAL)

L4x4x3/8 (4 SIDES)

1/2" DIA HILTI HIT-HY 200 EPOXY

BOLTS 4" EMBED @8 OC

EXIST CONC BEAM

#4@12 EW T&B

#4@12

(2)-#4 BARS

1' - 0" 1' - 0"

NOTE:

1. * INDICATES DIMENSION TO BE

COORDINATED WITH APPROVED

EQUIPMENT DRAWING

2. SEE SPEC 31 00 00 FOR SUBGRADE

PREPARATION

WELL DRAINED FROST

RESISTANT STRUCTURAL FILL

FIN GRADE

EXIST CONC

BEAM

EXIST CONC

WALL

(4)-3/4" DIA HILTI HIT-HY

200 ADHESIVE ANCHORS

W/ 6" EMBED 5 1/2" GAGE

L5x3x1/2 8" LONG GALV

HORIZONTAL SLOT

#4@12 EW

#4@12 EPOXY HILTI

HIT-HY 200 DWLS

W/ 4" EMBED (4

SIDES)

MIN

EQUIPMENT ANCHORS

BY EQUIPMENT

MANUFACTURER

3" CLR TO END

OF LADDER WHEN

SUPPORTED FROM WALL

AL BAR 2 1/2"x1/2"

LADDER RAILS, PUNCH

TO RECEIVE RUNGS

1/2"ø SS EXPANSION

ANCHOR (USE FLOOR

SUPPORT UNLESS

IMPRACTICAL)

1/4

TYP 3 SIDES

MIN

HIGHEST RUNG EVEN

WITH UPPER PLATFORM

M A

O C

M A

" M

A X

1/2"ø 316 SS

EXPANSION ANCHOR

KNURLED RUNGS,

ALUMINUM BAR 3/4"ø

EQUALLY SPACED @12" OC

1/4

(TYP)

1/4

AL BENT BAR

2 1/2"x 1/2" WALL

SUPPORT BRACKET

SPLICE PLATE, AL BAR

2 1/2"x1/2" WITH (3)-5/8"ø SS

BOLTS EACH SIDE OF SPLICE

STAGGERED. BOLT HEADS

TO BE COUNTERSUNK OR OF

THE BUTTON TYPE

SPLICE DETAIL

BRACKET TO RAIL

TYP 3 SIDES1/4

1/4

(TYP)

PLUG WELD

1/4" DEEP (TYP)

RUNGS AL BAR 3/4"ø

AL BAR 2 1/2"x1/2"

LADDER RAILS, PUNCH TO

RECEIVE RUNGS

WALL SUPPORT BRACKETS

AL BENT BAR 2 1/2"x1/2"

@ MAX 4'-0" OC, VERT

1/2"ø SS EXPANSION ANCHORS

(WHEN ATTACHING TO

MASONRY USE 1/2"ø SS

ADHESIVE ANCHOR)

FINISH FLOOR

LADDER PLAN

1/4" BENT PLATE

3/16

TYP

3/16

TYP

SKYLIGHT SEE ARCH DRAWINGS

EXIST CONC

BEAM

W8 TO BE SNUG TIGHT TO

BOTTOM OF EXISTING

FLOOR

HORIZONTAL SLOT IN ANGLE

(2)-3/4" DIA HILTI HIT-HY

200 ADHESIVE ANCHORS

W/ 6" EMBED 5 1/2" GAGE

ENDELL YANG

P R

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No. 10808959

EG IS T ERED

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

STRUCTURAL SECTIONS AND DETAILS

S-5

SEZ001GR.rvt

1" = 1'-0"S-3

1 SECTION

1" = 1'-0"S-3

2 SECTION

1" = 1'-0"S-3

3 SECTION

1/2" = 1'-0"S-3

4 SECTION

_ 1" = 1'-0"

A DETAIL

DETAIL

1/2" = 1'-0"

OUTDOOR EQUIPMENT PAD

1" = 1'-0"S-3

5 SECTION

DETAIL

1" = 1'-0"

EQUIPMENT PAD ON EXISTING CONC

DETAIL

1" = 1'-0"

ALUMINUM LADDER

3/4" = 1'-0"S-3

6 SECTION

1" = 1'-0"S-3

7 SECTION

TABLE 1 - REQUIRED VERIFICATION AND INSPECTION OF SOILS (NCBC, TABLE 1704.7)

REFER TO THE

FOLLOWING TABLES

FOR ADDITIONAL

RELATED SPECIAL

INSPECTIONS

VERIFY MATERIALS BELOW ALL FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL

PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

VERIFY USE OF PROPER MATERIALS, DENSITIES,

AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL

PRIOR TO PLACEMENT OF COMPACTED FILL,

OBSERVE SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY

1704.7

CONTRACT

DOCUMENTS

AND

GEOTECHNICAL

REPORT

REMARKS

PERIODIC

INSPECTION FREQUENCY

CONTINUOUS

REFERENCE

STANDARD

NCBC

REFERENCE

VERIFICATION AND INSPECTION

INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE

PRIOR TO AND DURING PLACEMENT OF CONCRETE

INSPECTION OF CONCRETE PLACEMENT

INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS, AND PLACEMENT

INSPECTION OF WELDING FOR REINFORCING STEEL IN

ACCORDANCE WITH IBC, TABLE 1704.3, ITEM 5B (WHEN

WELDING IS SPECIFIED OR APPROVED IN WRITING)

VERIFYING USE OF REQUIRED DESIGN MIX

AT THE TIME FRESH CONCRETE IS SAMPLED TO

FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE

INSPECTION FOR MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES

INSPECTION OF PRESTRESSED CONCRETE:

a. APPLICATION OF PRESTRESSING FORCES

b. GROUTING OF BONDED PRESTRESSING TENDONS

IN THE SEISMIC-FORCE-RESISTING SYSTEM

ERECTION OF PRECAST CONCRETE MEMBERS

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO STRESSING OF TENDONS IN POST TENSIONED

CONCRETE AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL SLABS

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED

VERIFICATION AND INSPECTION OF ADHESIVE ANCHORS

AND DOWELS INSTALLED IN HARDENED CONCRETE.

ANCHOR PRODUCT NAME, TYPE, DIMENSIONS, HOLE

DIMENSIONS, COMPLIANCE WITH DRILL BIT

REQUIREMENTS, HOLE PREPARATION AND SURFACE

ROUGHNESS,CLEANLINESS OF THE HOLE AND ANCHOR,

ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE

INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING

TORQUE

INSPECTION OF MECHANICAL ANCHORS INSTALLED IN

HARDENED CONCRETE (EXPANSION ANCHORS AND

UNDERCUT ANCHORS)

VERIFICATION AND INSPECTION OF MECHANICAL

REINFORCING STEEL COUPLING SYSTEM (WHEN

SPECIFIED OR APPROVED IN WRITING). PRODUCT NAME

AND MODEL NUMBER/TYPE, REINFORCING STEEL GRADE

AND BAR DIAMETER(S) TO BE SPLICED. THREADED

SYSTEMS: END PLUGS INSTALLED OVER INTERNALLY

THREADED ENDS, INTERNAL AND EXTERNAL THREAD

CONDITION AND CLEANLINESS, PROPER LENGTH OF

INSERTION, AND TIGHTENED TO MANUFACTURER'S

RECOMMENDED TORQUE. SET SCREW TYPE SYSTEMS:

PROPER LENGTH OF INSERTION, SET SCREWS

TIGHTENED TO MANUFACTURER'S RECOMMENDED

TORQUE. OTHER TYPES OF MECHANICAL REINFORCING

STEEL COUPLING SYSTEMS OR SUBSTITUTIONS:

VERIFICATION AND INSPECTION REQUIREMENTS WILL

BE ESTABLISHED BY THE ENGINEER.

TABLE 2 - REQUIRED VERIFICATION AND INSPECTION OF

CONCRETE CONSTRUCTION (NCBC, TABLE 1704.4)

1704.4

1704.4 1911.5 1912.1

ACI 318: SECTION 3.5

AND SECTIONS 7.1-7.7

PERIODIC

INSPECTION FREQUENCY

CONTINUOUS

REFERENCE STANDARD

NCBC

REFERENCE

VERIFICATION AND INSPECTION

SEE TABLE 3

PER ICC TEST REPORT FOR

COUPLING SYSTEM

ACI 318: CHAPTER 4, SECTIONS 5.2-5.4

1704.4

1905.1 1905.5

1704.4 1905.6

ACI 318: SECTIONS 5.6, 5.8

ASTM C172

ASTM C31

1704.4 1905.7 1905.8 1905.9 1905.10

X ACI 318: SECTIONS 5.9, 5.10

1704.4 1905.11 1905.12 1905.13

X ACI 318: SECTIONS 5.11-5.13

1704.4

ACI 318: SECTION 18.20

ACI 318: SECTION 6.2

1704.4 X

ACI 318: SECTION 18.18.4

1704.4 X

REQUIRED VERIFICATION AND INSPECTION OF POST INSTALLED CONCRETE CONCRETE

ANCHORS

1704.4 1912.1

1704.4 X ACI 318: SECTION 6.1.1

X ACI 318: SECTION 3.8.6, 8.1.3, 21.2.8

1703.4.2 X

PER ICC TEST REPORT FOR SPECIFIC

ANCHOR

ENDELL YANG

P R

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No. 10808959

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

STRUCTURAL

SPECIAL INSPECTIONS I S-6

SEZ001GR.rvt

SCHEDULE OF SPECIAL INSPECTIONS:

NOTES:

1. THIS DRAWING IS PROVIDED TO OUTLINE THE MINIMUM LEVEL OF SPECIAL INSPECTIONS DURING CONSTRUCTION TO ENSURE CONFORMANCE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. A STATEMENT OF SPECIAL INSPECTIONS WILL BE PREPARED BY A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED WITH THE BUILDING

PERMIT APPLICATION.

2. SPECIAL INSPECTIONS WILL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN CHAPTER 17

OF THE INTERNATIONAL BUILDING CODE (IBC).

3. IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, THE OWNER WILL PROVIDE A SPECIAL INSPECTOR (AN APPROVED AGENCY OR AGENCIES, INDEPENDENT FROM THE CONTRACTOR AND EMPLOYING QUALIFIED PERSONNEL) TO PERFORM SPECIAL INSPECTIONS IDENTIFIED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR WILL FURNISH INSPECTION REPORTS TO THE ENGINEER AND

BUILDING OFFICIAL.

4. SPECIAL INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR QUALITY CONTROL OF THE WORK OR FOR CONFORMANCE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. DETECTION, OR FAILURE TO DETECT, DEFECTS IN THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO CORRECT ALL DEFECTS IN THE WORK, WHETHER DETECTED OR NOT, AND OF RESPONSIBILITY FOR CONFORMANCE

TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

5. REMOVE AND REPLACE, OR REPAIR, DEFECTS IN THE WORK AND WORK NOT IN CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL BEAR THE COSTS FOR THE INSPECTION OF ANY REPLACED OR REPAIRED PORTIONS OF THE WORK.

6. CONTRACTOR SHALL COOPERATE WITH SPECIAL INSPECTIONS BY PROVIDING SUFFICIENT NOTICE FOR THE SCHEDULING OF PERSONNEL AND BY ALLOWING FREE AND SAFE ACCESS TO THE WORK FOR OBSERVATION, VERIFICATION, SAMPLING AND INSPECTION. PROVIDE AND PERMIT THE USE OF LADDERS, SCAFFOLDING, INCIDENTAL EQUIPMENT, AND SAFETY EQUIPMENT AS MAY BE REQUIRED TO CONDUCT SPECIAL INSPECTIONS. ALL SUCH PROVISIONS FOR FREE AND SAFE ACCESS AND EQUIPMENT SHALL BE SAFE, IN GOOD WORKING CONDITION, AND

ERECTED, MAINTAINED, AND HANDLED BY QUALIFIED PERSONNEL.

7. SPECIAL INSPECTIONS DO NOT APPLY TO CONTRACTOR'S EQUIPMENT, TEMPORARY STRCUTURES USED FOR CONSTRUCTION, MEANS AND METHODS OF CONSTRUCTION, OR SITE SAFETY. CONTRACTOR SHALL REMAIN RESPONSIBLE FOR ADEQUACY AND SAFET OF EQUIPMENT, TEMPORARY STRUCTURES USED FOR CONSTRUCTION, MEANS AND METHODS OF CONSTRUCTION AND SITE SAFETY.

MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,

NUTS AND WASHERS:

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM

STANDARDS SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS

b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE

REQUIRED

TABLE 3 - REQUIRED VERIFICATION AND INSPECTION OF

STEEL CONSTRUCTION (NCBC, TABLE 1704.3)

1704.3

AICS 360, SECTION A3.3 AND APPLICABLE

ASTM MATERIAL STANDARDS

PERIODIC

INSPECTION FREQUENCY

CONTINUOUS

REFERENCE STANDARD

NCBC

REFERENCE

VERIFICATION AND INSPECTION

INSPECTION OF HIGH-STRENGTH BOLTING:

a. SNUG-TIGHT JOINTS

b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING

TURN-OF-NUT WITH MATCHMARKING,TWIST-OFF BOLT

OR DIRECT TENSION INDICATOR METHODS OF

INSTALLATION

c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING

TURN-OF-NUT WITHOUT MATCHMARKING OR

CALIBRATED WRENCH METHODS OF INSTALLATION

1704.3 1704.3.3

X AICS 360, SECTION M2.5

MATERIAL VERIFICATION OF STRUCTURAL STEEL AND

COLD-FORMED STEEL DECK:

a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS

TO CONFORM TO AISC 360

b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO

CONFORM TO ASTM STANDARDS SPECIFIED IN THE

APPROVED CONSTRUCTION DOCUMENTS

c. MANUFACTURER'S CERTIFIED MILL TEST REPORTS

1704.3 X

AICS 360, SECTION M5.5

APPLICABLE ASTM MATERIAL STANDARDS

MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

a. IDENTIFICATION MARKINGS TO CONFORM TO AWS

SPECIFICATION IN THE APPROVED CONSTRUCTION

DOCUMENTS

b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE

REQUIRED

1704.3 X

AISC 360, SECTION A3.5 AND APPLICABLE

AWS A5 DOCUMENTS

INSPECTION OF WELDING:

a. STRUCTURAL STEEL AND COLD-FORMED STEEL

DECK

1) COMPLETE AND PARTIAL PENETRATION GROOVE

WELDS

2) MULTIPASS FILLET WELDS

3) SINGLE-PASS FILLET WELDS > 5/16"

4) PLUG AND SLOT WELDS

5) SINGLE-PASS FILLET WELDS < 5/16"

6) FLOOR AND ROOF DECK WELDS

b. REINFORCING STEEL (WHEN WELDING IS SPECIFIED

OR APPROVED IN WRITING)

1) VERIFICATION OF WELDABILITY OF REINFORCING

STEEL OTHER THAN ASTM A 706

2) REINFORCING STEEL RESISTING FLEXURAL AND

AXIAL FORCES IN INTERMDIATE AND SPECIAL

MOMENT FRAMES, AND BOUNDARY ELEMENTS OF

SPECIAL STRUCTURAL REINFORCED CONCRETE

SHEAR WALLS AND SHEAR REINFORCEMENT

3) SHEAR REINFORCEMENT

4) OTHER REINFORCING STEEL

1704.3

1704.3.1 X

X X X

AWS D1.1

AWS D1.3

1704.3 1704.3.1

AWS D1.4 AND ACI 318: SECTION 3.5.2

INSPECTION OF STEEL FRAME JOINT DETAILS FOR

COMPLIANCE:

a. DETAILS SUCH AS BRACING AND STIFFENING

b. MEMBER LOCATIONS

c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION

1704.3 1704.3.2

TABLE 4 - LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY

CONSTRUCTION (NCBC, TABLE 1704.5.1)

VERIFICATION OF f'm AND f'aac PRIOR TO

CONSTRUCTION EXCEPT WHERE SPECIFICALLY

EXEMPTED BY CODE

VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED

TO THE SITE FOR SELF-CONSOLIDATING GROUT

VERIFY GROUT PLACEMENT TO ENSURE COMPLIANCE

OBSERVE PREPARATION OF ANY REQUIRED GROUT

SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS

VERIFY GROUTING OF PRESTRESSING BONDED

TENDONS TO ENSURE COMPLIANCE

VERIFY COMPLIANCE WITH REQUIRED INSPECTION

PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND

THE APPROVED SUBMITTALS

1704.5.2 X

PERIODIC

INSPECTION FREQUENCY

CONTINUOUS

REFERENCE STANDARD

NCBC

REFERENCE

VERIFICATION AND INSPECTION

AS MASONRY CONSTRUCTION BEGINS VERIFY THE

FOLLOWING TO ENSURE COMPLIANCE :

a. PROPORTIONS OF SITE-PREPARED MORTAR

b. CONSTRUCTION OF MORTAR JOINTS

c. LOCATION OF REINFORCEMENT, CONNECTORS, PRE-STRESSING TENDONS AND ANCHORAGES

d. PRESTRESSING TECHNIQUE

e. GRADE AND SIZE OF PRESTESSING TENDONS AND

ANCHORAGES

DURING CONSTRUCTION VERIFY:

a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS

b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAMES OR OTHER

CONSTRUCTION

c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCE-

MENT, ANCHOR BOLTS, PRESTRESSING TENDONS AND

ANCHORAGES

d. WELDING OF REINFORCING BARS (WHEN WELDING IS

SPECIFIED OR APPROVED IN WRITING)

e. PREPARATION, CONSTRUCTION AND PROTECTION OF

MASONRY DURING COLD WEATHER (TEMPERATURE

BELOW 40°F) OR HOT WEATHER (TEMPERATURE

ABOVE 90°F)

f. APPLICATION AND MEASUREMENT OF PRESTRESSING

FORCE

ACI 530.1 ARTICLE 1.5

1704.5.2 X ACI 530.1 ARTICLE 1.4B

1704.5.2

ACI 530.1 ARTICLE 2.6A

ACI 530.1 ARTICLE 3.3B

ACI 530.1 ARTICLE 3.4, 3.6A

X ACI 530.1 ARTICLE 3.6B

ACI 530.1 ARTICLES 2.4B, 2.4H

ACI 530.1 ARTICLE 1.5B.1.b.3

1704.5.2 X ACI 530.1 ARTICLE 3.6B

1704.5.2 2104.3 2104.4

X ACI 530.1 ARTICLES 1.BC, 1.BD

1704.5.2

ACI 530 SECTIONS 2.1.7.7.2, 3.3.3.4(c)

ACI 530 SECTIONS 1.15, 1.16, 1.17

ACI 530.1 ARTICLES 2.4, 3.4

ACI 530.1 ARTICLE 3.3F

ACI 530 SECTIONS 1.2.2(e), 1.16.1

PRIOR TO GROUTING, VERIFY THE FOLLOWING TO

ENSURE COMPLIANCE:

a. GROUT SPACE IS CLEAN PRIOR TO GROUTING

b. PLACEMENT OF REINFORCEMENT AND CONNECTORS

AND PRESTRESSING TENDONS AND ANCHORAGES

c. PROPORTIONS OF SITE-PREPARED GROUT AND PRE-

STRESSING GROUT FOR BONDED TENDONS

d. CONSTRUCTION OF MORTAR JOINTS

ACI 530.1 ARTICLE 3.2D

ACI 530 SECTION 1.16,

ACI 530.1 ARTICLES 3.4, 3.6A

ACI 530.1 ARTICLE 3.3B

ACI 530.1 ARTICLE 2.6B

1704.5.2

1704.5.2 X ACI 530.1 ARTICLE 3.5

1704.5.2 X ACI 530.1 ARTICLE 3.6C

1704.5.2 2105.2.2 2105.3

ACI 530.1 ARTICLE 1.4BX

ENDELL YANG

P R

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S S IO NA L ENG

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No. 10808959

EG IS T ERED

STATE OF

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DATE:

APPROVED BY:

CROSS CHK'D BY:

SHEET CHK'D BY:

DRAWN BY:

JUNE 2020

563 South Lake Street, Suite 1A Gary, Indiana 46403

PROJECT NO.

FILE NAME:

SHEET NO.

REMARKSCHKDDRWNDATE

REV.

NO.

GARY SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

GARY, INDIANA

29021-228129

SOLICITATION NUMBER W912P620B0020

06/26/2020

B. CUNNINGHAM

W. YANG

L. SMITH-HORN

W. YANG

STRUCTURAL

SPECIAL INSPECTIONS II S-7

SEZ001GR.RVT

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

M-1

MECHANICAL LEGEND

AND ABBREVIATIONS

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

M-2

MECHANICAL NOTES AND

PIPE AND VALVE SCHEDULES

GRIT DEWATERING IMPROVEMENTS PROCESS VALVE SCHEDULE

GRIT DEWATERING IMPROVEMENTS PROCESS PIPE SCHEDULE

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

PLAN

M-3

DETRITOR BUILDING GRIT PUMPING

DEMOLITION - PLANS

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake Street, Suite 1A

Gary, Indiana 46403

PLAN

M-4

SCREEN BUILDING GRIT WASHING

DEMOLITION - PLAN

M-5

DETRITOR BUILDING GRIT

NEW WORK - PLANS

GARY SANITARY DISTRICT

GARY, INDIANA

SOLICITATION NUMBER W912P620B0020

WASTEWATER TREATMENT PLANT

GRIT DEWATERING IMPROVEMENTS

ISSUED FOR BID

563 South Lake…

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