Attachment_B_Drawings.pdf

PDF 6 MB Posted Mar 27, 2018

Attached to: FISH HOLDING CONSTRUCTION & UPGRADES Federal contract opportunity
Solicitation number: 140G0118R0016
Issued by: Department of the Interior US Geological Survey

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Attachment B Drawings

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File	Type	Posted
Attachment_K_Design_Addenda_1.pdf	PDF	Apr 30, 2018
Attachment_F_Interested_Parties_List.042718.xlsx	XLSX spreadsheet	Apr 30, 2018
Sol_140G0118R0016_Amd_0002.pdf	PDF	Apr 30, 2018
Attachment_J_Questions.Responses.docx	DOCX document	Apr 30, 2018
Attachment_G.1_Photo.pdf	PDF	Apr 15, 2018
Attachment_G.3_Photo.pdf	PDF	Apr 15, 2018
Attachment_G.2_Photo.pdf	PDF	Apr 15, 2018
Attachment_H_As_Built_Piping.pdf	PDF	Apr 15, 2018
Attachment_I_Questions.Responses.docx	DOCX document	Apr 15, 2018
Sol_140G0118R0016_Amd_0001.pdf	PDF	Apr 15, 2018
Attachment_F_Interested_Parties_List.032718.xlsx	XLSX spreadsheet	Apr 15, 2018
Attachment_F_Interested_Parties_List.xlsx	XLSX spreadsheet	Mar 27, 2018
Attachment_A_Specifications.pdf	PDF	Mar 27, 2018
Attachment_D_Release_of_Claims.doc	DOC document	Mar 27, 2018
Attachment_C_Wage_Decision_WI3.pdf	PDF	Mar 27, 2018
Sol_140G0118R0016.pdf	PDF	Mar 27, 2018

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Consultants Structural

Plumbing & Electrical

GRAEF

One Honey Creek Corporate Center 125 South 84th St, Suite 401 Milwaukee, WI 53214-1469 Office: 414.259.1500

Strategic Structural Design, LLC 725 Heartland Trail, Suite 203 Madison, WI 53711 Office: 608.841.1850

EARTH

CONCRETE/PRECAST CONC.

CONCRETE MASONRY UNIT

FACE BRICK

STONE

STRUCTURAL STEEL

BATT INSULATION

DIMENSIONAL LUMBER

RIGID INSULATION

GYPSUM BOARD

PLYWOOD

Material Symbols

EXISTING WALL

Room name

A101

ROOM TAG

SECTION CUT

ELEVATION

DETAIL INDICATOR

DOOR NUMBER

A1 WALL TYPE

VERTICAL WORKING

POINT ELEVATION

REVISION INDICATOR

GRID LINE MARKER

Graphic Symbols

A101

T/ SLAB

100'-0"

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

ALT ALTERNATE

ALUM ALUMINUM

@ AT

BRG BEARING

BIT BITUMINOUS

BLK'G BLOCKING

BR BRICK

BLDG BUILDING

CAB CABINET

CPT CARPET

CLG CEILING

CT CERAMIC TILE

COL COLUMN

CONC CONCRETE

CB CONCRETE BLOCK

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

COORD COORDINATE

DIA DIAMETER

DRS DOORS

DS DOWNSPOUT

EWC ELECTRIC WATER CHILLER

ELECT ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EP EPOXY PAINT

EQUIP EQUIPMENT

EXIST EXISTING

EPS EXPANDED POLYSTYRENE

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION FINISH SYSTEM

FV FIELD VERIFY

FIN FINISH

FE FIRE EXTINGUISHER

FL FLOOR

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS OR GLAZING

GFCMU GROUND FACE CMU

GYP BD GYPSUM BOARD

H&V HEATING & VENTILATION

HC HOLLOW CORE

HM HOLLOW METAL

HO HOLD OPEN ARM

HR HOURS

HYD HYDRANT

INSUL INSULATION

INT INTERIOR

JT JOINT

JST JOIST

Typical Abbreviations List

MBD MARKER BOARD

MAS MASONRY

MO MASONRY OPENING

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PNT PAINT

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PCT PORCELAIN CERAMIC TILE

P/C PRECAST

P/C TERR PRECAST TERRAZZO

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

QT QUARRY TILE

REINF REINFORCEMENT

REQ'D REQUIRED

R RISERS

RD ROOF DRAIN

RFG ROOFING

RFS ROOM FINISH SCHEDULE

RM ROOM

SCHED SCHEDULE

S SEALED

SIM SIMILAR

SC SOLID CORE

S.SURF SOLID SURFACE

SPEC SPECIFICATION

ST STAIN

SS STAINLESS STEEL

STRUCT STRUCTURE OR STRUCTURAL

TBD TACKBOARD

TEMP TEMPERED

TERR T TERRAZZO TILE

T&G TONGUE & GROOVE

T/ TOP OF

TP TOILET PARTITION

TR TREADS

TYP TYPICAL

UNFIN UNFINISHED

VB VAPOR BARRIER

VERT VERTICALLY

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

VB VINYL BASE

WWF WELDED WIRE FABRIC

WDW WINDOW

W/ WITH

WD WOOD

LA CROSSE

ONALASKA

I-90

UMESC SITE

LOCATION

LA CROSSE

AIRPORT

LA CROSSE

54603

STATE OF WISCONSIN MAP

N . T hi rd

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) 7

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Scale:

SHEET NO.

SHEET TITLE

NO.

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

R C

H I T

E C

T S

I N C

N . T hi rd

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Fa x

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-2

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As indicated

G000

COVER SHEET

BID

DOCUMENTS

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C en te r

Fi sh

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GENERAL

G000 COVER SHEET

CIVIL

C100 SITE PLAN

ARCHITECTURAL

A100 DEMOLITION PLAN

A101 INTERIOR FINISHES PLAN & SCHEDULES

A102 SLAB CUTTING PLAN

A103 TRENCH LAYOUT PLAN

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

PLUMBING

P001 PLUMBING SYMBOLS, SCHEDULES, AND

ABBREVIATIONS

P101 PLUMBING DEMOLITION PLANS

P102 PLUMBING PLANS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS,

AND SHEET INDEX

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL PLAN

E501 ELECTRICAL DETAILS & DIAGRAMS

E502 ELECTRICAL SCHEDULES

Sheet Index Project Location

Upper Midwest Environmental Sciences Center Fish Holding Renovation 2630 Fanta Reed Road La Crosse, Wisconsin 54603

750 North Third Street Suite F La Crosse, WI 54601 Phone: (608) 784-2729

BUILDING 'C'

'G' BUILDING

HEATEDSTORAGE

LOWER LEVEL FFE = 651.0

UPPER LEVEL FFE = 655.0

EXISTING ASPHALTBUILDING 'D'

EXISTING TELEPHONE PEDESTAL

BUILDING 'B'

BUILDING 'A'

CHEMICALSTORAGEBUNKER

G G

SOUTH PARKING LOT

(ASPHALT)

PARKING LOT

VISITOR

PARKING

GEN.BUILDING

FISH

HOLDING S

ST ST

(LOWER LEVEL)

PROJECT LIMIT

ENTRY

VEHICLE ACCESS ROUTE

EXISTING WATER SERVICEW

EXISTING WASTE WATER PIPINGS

MANHOLE

FIRE HYDRANT

UNDERGROUND ELECTRICE

SITE UTILITY SYMBOLS

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SHEET TITLE

NO.

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SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

R C

H I T

E C

T S

I N C

N . T hi rd

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As indicated

C100

SITE PLAN

BID

DOCUMENTS

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1" = 40'-0"2 SITE PLAN

NORTH

SITE PLAN KEY NOTES

MARK DESCRIPTION

1 EXISTING PAVED SURFACE TO REMAIN. AREAS DAMAGED BY THIS

PROJECT SHALL BE PATCHED AND REPAIRED BY THE

CONTRACTOR.

2 BUILDING ACCESS (FISH HOLDING AREA) THRU EXISTING

OVERHEAD SECTIONAL DOOR.

3 LOCATE AREA FOR TEMPORARY STOCKPILING OF DEMOLISHED

MATERIALS. VERIFY EXACT LOCATION WITH OWNER.

4 EXISTING CONCRETE WALKWAYS AND LAWN AREA TO REMAIN. IF

EXCAVATION IS REQUIRED IN THIS AREA, THE CONTRACTOR

SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO

COMMENCING WITH ANY EXCAVATION.

5 EXISTING AUXILLARY WATER SERVICE ENTERING NORTH WALL OF

FISH HOLDING.

ELECTRICAL

C104-a

ELEV. EQUIP

WET LAB

C104-b

ELEC.

C108

WET LAB

C104-c

OFFICE

CORRIDOR

OFFICE

C104-d

JAN. 29

LAB

C104-e

OFFICE 22

LAB

C104-f

R10

R11

R12

R13

R14

R15

R16

R17

R18

R19

R20

R21

R22

R23

R24

R25

R26

R27

R28

R29

R30

R31

R32

R33

R34

R35

R36

R37

R38

R39

EXISTING TRANSFORMER

GENERATOR

BUILDING

LAWN

AREA

C104-e

C104-d

C104.1

C104-c

C104-b

C104-a

FISH HOLDING

C104

COL.

D6 D6

D6D6

AHU

(ABOVE)

CONCRETE

LANDSCAPING

CURB

LIMIT OF WORK

INDICATED BY

DASHED LINE

OH-1

LIMIT OF WORK

DEMOLITION GENERAL NOTES

THIS DEMOLITION PLAN DOES NOT PURPORT TO SHOW EVERY EXISTING

CONDITION OR ITEM THAT WILL BE NECESSARY AS PART OF THE

DEMOLITION WORK. THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS

TO DETERMINE SCOPE OF DEMOLITION WORK REQUIRED TO COMPLETE

THE REMODELING WORK INDICATED ON THE DRAWINGS.

ALL FISH TANKS TO BE DISCONNECTED AND REMOVED BY UMESC

PERSONNEL.

SAW CUTTING OF EXISTING CONCRETE FLOOR SLAB TO BE PERFORMED

BY THE CONTRACTOR. SEE FLOOR SLAB SAW CUTTING PLAN ON SHEET

A/102.

ALL CORING THRU EXISTING WALLS & CEILINGS SHALL BE PERFORMED

BY THE CONTRACTOR REQUIRING THE SAME. EXISTING ROOF STRUCTURE

CONSISTS OF CAST-IN-PLACE CONCRETE.

ALL ADJACENT SURFACES DAMAGED BY DEMOLITION WORK SHALL BE

RESTORED TO EXISTING CONDITION.

VERIFY WITH OWNER FOR ITEMS TO BE SALVAGED BEFORE STARTING

DEMOLITION WORK.

IT IS INTENDED THAT THE FISH HOLDING TANKS BE DISCONNECTED AND

REMOVED BY UMESC PERSONEL IN PHASES. EACH PHASE SHALL BE RE-

CONNECTED AND MADE ACTIVE BEFORE THE NEXT BEGINS, AS FOLLOWS:

-PHASE 1 TANKS R1-5, 11-15, 21-25

-PHASE 2 TANKS R6-10. 16- 20 + ROUNDS AND SQUARES

-PHASE 3 TANKS R27-R39

CONSTRUCT DUST PROOF PARTITIONS TO SEPARATE AREAS OF

CONSTRUCTION. REFER TO SHEET A101 FOR PHASED WORK.

PRIOR TO BIDDING CONTRACTOR SHALL VISIT THE SITE TO VERIFY

EXISTING CONDITIONS, DIMENSIONS, PRODUCTS TO BE USED AND

QUANTITIES REQUIRED.

COORDINATE REMOVAL OF EXISTING DOORS, FRAMES AND HARDWARE

WITH OWNER. SALVAGE OR REMOVE AS DIRECTED.

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SHEET TITLE

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DRAWING DATE:

PROJECT NO:

DATE

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H I T

E C

T S

I N C

N . T hi rd

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A100

DEMOLITION PLAN

BID

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1/8" = 1'-0"1 DEMOLITION PLAN

DEMOLITION KEY NOTES

MARK DESCRIPTION

D1 REMOVE EXISTING TRENCH DRAIN GRATING'S. REFER TO FLOOR

SLAB SAW CUTTING PLAN ON SHEET A102.

D2 REMOVE EXISTING HOLLOW METAL DOOR. EXISTING FRAME TO

REMAIN FOR RE-CONDITIONING AND PAINTING.

D3 REMOVE EXISTING H.M. DOOR PAIR INCLUDING H.M. FRAME.

D4 EXISTING EXPANSION JOINT SEALANT TO BE RAKED OUT AND

RE-SEALED

D5 EXISTING AHU TO REMAIN IN PLACE

D6 REMOVE EXISTING RESILIENT BASE

D7 REMOVE EXISTING OVERHEAD SECTIONAL DOOR

NORTH

(SEE SHEET A102 FOR SLAB CUTTING PLAN)

ELEV. EQUIP

ELEC.

C108

OFFICE

WET LAB

C104-b

WET LAB

C104-c

OFFICE

C104-d

LAB

C104-e

LAB

C104-f

C104-a

C104-b

C104-c

C104.1

C104-d

C104-e

ROW1 ROW2 ROW3 ROW4

FISH HOLDING

C104

SEWAGE

EJECTOR PIT

FILTER PIT

SOLIDS

INTERCEPTOR

SOLIDS

INTERCEPTOR

22 1

3 4

LIMIT OF

WORK

A103

C104-f

ROW5

C104.3

G E L

T R

E N C H D

R A

G E L

T R

E N C H D

R A

G E L

T R

E N C H D

R A

G E L

T R

E N C H D

R A

T R

E N C H D

R A

SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE

HOLLOW METAL

2"2"2"SEE SCHEDULE2"

SEE PLAN SEE PLAN

8" x 24"DOOR

GRILLE SEE DOOR

SCHED. FOR SIZE

6"6"

9"8"

DOOR TYPE 'A' DOOR TYPE 'B' DOOR TYPE 'C'

1/4" FIRE RATED

SAFETY GLASS

GL-2. SEE SPEC

FOR INSULATED

(GL-1) EXTERIOR

GLASS.

S E E S

C H E D

SEE SCHEDULE SEE SCHEDULE

1' - 9"

SEE SCHEDULE

6"6"

SEE SCHEDULE

DOOR TYPE 'D'

ALUMINUM SASH SECTION

W/ DSB GLAZING

3/4" RADIUS COVE

HPFC

CMU SUBSTRATE

EXISTING

MORTAR JOINT

N O

CAULK BOTH

SIDES

HM FRAME

GROUT FILLED

SEE DOOR

SCHEDULE FOR

DOOR TYPE

8 3/4"

EXISTING CMU WALL

CAULK BOTH

SIDES

HM FRAME

GROUT FILLED

SEE DOOR

SCHEDULE FOR

DOOR TYPE

8 3/4"

TOP COAT

BASE COURSE SLURRY

FLOOR SLAB

TRENCH DRAIN

SPEC SECTION 09 96 00

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DRAWING DATE:

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DATE

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H I T

E C

T S

I N C

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A101

INTERIOR

FINISHES PLAN &

SCHEDULES

BID

DOCUMENTS

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1/8" = 1'-0"1 INTERIOR FINISHES PLAN & SCHEDULES

NORTH

ROOM FINISH PLAN KEY NOTES

MARK DESCRIPTION

1 APPLY NEW HIGH PERFORMANCE FLOOR COATING PER SPEC SECTION

09 96 00.

2 APPLY EPOXY COATING TO COLUMNS, FULL HEIGHT.

3 RECONDITION EXISTING H.M. FRAME AND PAINT PER SPEC SECTION 09

90 00.

4 PAINT NEW H.M. DOOR

5 COVE HIGH PERFORMANCE FLOOR COATING UP WALL 8".

6 EXISTING QUARRY TILE FLOORING TO REMAIN.

3/8" = 1'-0"2 DOOR & FRAME ELEVATIONS

DOOR SCHEDULE

DOOR NO. DOOR SIZE

DOOR

TYPE

DOOR

ELEVATION

FRAME

TYPE

FRAME

ELEVATION

HEAD

DETAIL

JAMB

DETAIL LABEL HARDWARE NOTES

C104-a PR. 2'-10"/2'-10" x 7'-10" H.M. A EXISTING F2 5/A101 4/A101 GROUP 4 C104-b 3'-0" x 7'-10" H.M. B EXISTING F1 5/A101 4/A101 GROUP 1 C104-c 3'-0" x 7'-10" H.M. B EXISTING F1 5/A101 4/A101 GROUP 1 C104-d 3'-0" x 7'-10" H.M. B EXISTING F1 5/A101 4/A101 GROUP 2 C104-e 3'-0" x 7'-10" H.M. B EXISTING F1 5/A101 4/A101 GROUP 1 C104-f 3'-0" x 7'-10" H.M. B EXISTING F1 5/A101 4/A101 GROUP 1 C104.1 PR. 2'-10"/2'-10" x 7'-10" H.M. C H.M. F2 5/A101 4/A101 B GROUP 3

C104.2 EXISTING EXISTING EXISTING EXISTING F1 EXISTING

C104.3 12'-0" X 10'-0" O.H.S. D EXISTING N/A

3" = 1'-0"3 HIGH PERFORMANCE FLOOR COATING COVE

1 1/2" = 1'-0"4 H.M. JAMB DETAIL

1 1/2" = 1'-0"5 H.M. HEAD DETAIL

NOT TO SCALE6 TRENCH COATING

ELEV. EQUIP

WET LAB

C104-b

ELEC.

C108

WET LAB

C104-c

OFFICE

CORRIDOR

OFFICE

C104-d

JAN. 29

LAB

C104-e

OFFICE 22

LAB

C104-f

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

INDOOR AHU

ABOVE

FISH HOLDING

C104

COL.

A102PIC.

A102

E .J

C104-e

C104-d

C104.1

ROW1 ROW2 ROW3 ROW4

6" SLAB W/

6 x 6 - 4/4 WWF

5" SLAB W/

6 x 6 - 4/4 WWF

T/ SLAB 651' - 0"

11111 1

11' - 7" 14' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

4 4

EXISTING COL.

FOOTING

T/ FTG

648' - 4"

ROW5

EXISTING SLAB

1' - 6 1/2"

HAMMER OUT SLAB SECTIONS

BETWEEN SAW CUTS.

SLOPE

REMOVE CONTINUOUS

SUPPORT ANGLE AND STRAP

ANCHOR (BOTH SIDES)

3" 3" 3"3" 3" 3"

RIBBON CUTS @ 3" O.C. CUTS TO

EXTEND 1" BELOW BOTTOM OF SLAB.

EXISTING TRENCH

GRATING TO BE

REMOVED

S E E P

L A N

EXISTING SLAB

EXISTING 6x6 - 4/4 WWF

V A R

1' - 4"

RIBBON CUTS

SLAB SAW CUTTING NOTES

THE INTENT IS TO REMOVE THE EXISTING CONCRETE ON BOTH SIDES

OF THE EXISTING GRATING. CUT OUT PERIMETER SUPPORT ANGLE

AND EMBEDDED ANCHORS.

THE SAW CUTTING OF THE SLAB BOTH SIDES OF THE TRENCH DRAIN

TO BE HELD STRAIGHT AND CONSISTANT. SAW CUT WILL BE SEALED

WITH TRAFFIC GRADE SEALANT AND BACKER ROD. REFER TO SPEC

SECTION 07 92 00 - JOINT SEALANTS.

ALL LOCATIONS OF SAW CUTTING TO BE FIELD VERIFIED. SLAB

REMOVAL CALLED OUT AS KEY NOTES 4 AND 5 TO BE ADJUSTED AS

NECESSARY TO PREVENT UNDERMINING OF SLAB AREAS TO REMAIN.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

TEMPORARY SHORING OF EXCAVATIONS.

BASED ON ORIGINAL PLANS, THE FLOOR SLAB CHANGES TO 6"

THICK AT ROW 4. SLABS ARE REINFORCED WITH 6x6 - 4/4 WWF.

EXISTING ELEVATIONS OF TRENCH DRAINS TO BE MAINTAINED.

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PROJECT NO:

DATE

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T S

I N C

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A102

SLAB CUTTING

PLAN

BID

DOCUMENTS

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1/8" = 1'-0"1 FLOOR SLAB SAW CUTTING PLAN

1 1/2" = 1'-0"3 SECTION THRU EXISTING TRENCH DRAIN

NORTH

NOT TO SCALE2 EXISTING FLOOR TRENCH CONDITION

SAW CUTTING KEY NOTES

MARK DESCRIPTION

1 SAW CUT EXIST. CONCRETE SLAB PARALLEL TO FLOOR

TRENCH GRATING. NOTE SLAB THICKNESS CHANGE ALONG

TRENCH ROW 4.

2 SAW CUT AND REMOVE AREA OF EXISTING SLAB FOR NEW

FLOOR DRAIN AND DISINFECTANT WALK-OVER FLOOR PADS.

VERFIY EXACT SIZE WITH ARCHITECT.

3 SAW CUT AND REMOVE EXISTING SLAB FOR INSTALLATION OF

NEW UNDERSLAB DRAIN LINE. REFER TO SHEET P/102.

4 SAW CUT AND REMOVE EXISTING SLAB AS NECESSARY TO

INSTALL SOLIDS INTERCEPTOR TANK. REFER TO PLUMBING

PLANS.

5 SAW CUT AND REMOVE EXISTING SLAB AS NECESSARY TO

FORM AND CAST NEW FILTER PIT AND SEWAGE EJECTOR PIT.

6 THE SAW CUT FOR THE RECESSED PITS WILL REQUIRE

REPLACING FULL SECTIONS OF TRENCH DRAIN.

ELEV. EQUIP

WET LAB

C104-b

ELEC.

C108

WET LAB

C104-c

OFFICE

CORRIDOR

OFFICE

C104-d

JAN. 29

LAB

C104-e

OFFICE 22

LAB

C104-f

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

INDOOR AHU

ABOVE

FISH HOLDING

C104

COL.

E .J

C104-e

C104-d

C104.1

EXISTING

EYEWASH

C104-a

ROW1 ROW2 ROW3 ROW4

C104-c

C104-b

SEWAGE

EJECTOR PIT

FILTER PITSOLIDS

INTERCEPTOR

SOLIDS

INTERCEPTOR

A103

11' - 7" 14' - 0" 14' - 0" 14' - 0"

A103

ROW5

C104-f

TYP.

BOT. / TRENCH

-20"

BOT. / TRENCH

-26" TRENCH DEPTH

(TYP. @ CENTER ROW)

C104.3

2" HIGH STAINLESS STEEL

BEARING BARS SPACED

1.1875" O.C.

TYPICAL GRATE SECTION

CROSS BARS SPACED

4" O.C.

LINE OF EMBEDED

ANGLE

OPENING LOCATIONS AND

SIZES TO BE FIELD VERIFIED.

INCLUDE WITH SHOP DRAWING

SUBMITALS.

20"

PROVIDE SHOP CUT

OPENINGS REQUIRED FOR

ROUTING PIPE RISERS

MODIFIED GRATE SECTION

4"4"4"4"4"

20"

O M

A L

SLOPE

V A R

CONCRETE

BONDING

AGENT

CRACK BRIDGING

TRAFFIC SEALANT (TYP.)

EXISTING CONCRETE

SLAB AND FORMED

TRENCH DRAIN.

HIGH PERFORMANCE

FLOOR COATING PER

SPEC SECTION 09 96 00.

STAINLESS STEEL EMBED

ANGLE - SEE 5/A103

EXISTING 6X6 - 4/4 WWF

NEW STAINLESS STEEL

BAR GRATING

BOT. /TRENCH

VARIES

2" 16" 2"

FIELD VERIFY EXACT

TRENCH WIDTH

F.D.

4' - 6" 6"

APPLY SAME HIGH

PERFORMANCE FLOOR

COATING AS SURROUNDING

FLOOR SLAB.

EXISTING WALL RECESS TOP OF SLAB

SUMP 5/8" AND SLOPE

TO FLOOR DRAIN.

2.1 A103

SLOPE

1/4" PER FT

SLOPE

1/4" PER FT

CRACK BRIDGING

TRAFFIC GRADE

SEALANT

16"

3/8" SLIDE IN STAINLESS STEEL

CUT-OFF PLATE

POLYPRENE BULB TYPE

WEATHER STRIP ATTACHED

TO BOTTOM EDGE OF CUT-

OFF PLATE - BOTH SIDES

CUT-OFF PLATE TO SLIDE

BETWEEN 1"x1" BACK TO

BACK STAINLESS STEEL

ANGLE GUIDE ATTACHED TO

1/4" THICK S.S. BACK PLATE

ANCHOR PLATE TO INSIDE

FACE OF CONCRETE TRENCH

WITH 1/4" DIA. x 3 1/2" LONG

CONCRETE SCREW ANCHORS.

ADHERE 3/8" THICK

COMPRESSIBLE FOAM TO

BACK SIDE OF PLATE.

HAND HOLD CUT-OUTS

GENERAL NOTES

A. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED BY THE

CONTRACTOR AND COMPARED AGAINST DRAWINGS. REPORT

CONFLICTS TO ARCHITECT.

B. IT IS INTENDED THAT EXISTING CONCRETE FLOOR TRENCHES

REMAIN IN PLACE. MODIFICATIONS REQUIRED TO EXISTING STEEL

BAR GRATINGS ARE SHOWN ON DETAIL 4/A105.

INTERIOR FINISHES PLAN &

SCHEDULES

651' - 0"

9" 2' - 3" 2' - 3" 9"

EXISTING SLAB NEW 5" SLAB W/

WWF 6 X 6 - 10/10

1/4" / 1'-0"

#4 x 1' - 6" LONG DOWELS

DRILLED INTO EXISTING

SLAB. SPACE 24" O.C.

EXISTING AGGREGATE BASE.

REGRADE AND COMPACT.

NEW UNDER SLAB DRAIN PIPE

RECESS PERIMETER

FOR FLOOR PAD 5/8"

TRAFFIC GRADE CRACK

BRIDGING SEALANT

1 3/4" 1/4"

SLOPE

RADIUS EDGE

APPLY HIGH PERF.

COATING TO BE FACE

OF CONCRETE PRIOR

TO INSTALLING EMBED

ANGLE

CONCRETE

STAINLESS

STEEL HWS

ANCHORS

FILLET PROFILE SEALANT

N . T hi rd

C ro ss e, W I

) 7

-2

Ph (6

) 7

-2

Fa x

Scale:

SHEET NO.

SHEET TITLE

NO.

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

R C

H I T

E C

T S

I N C

N . T hi rd

C ro ss e, W

I 5

Ph on e

) 7

-2

) 7

-2

F an ta R ee d

R oa d La

C ro ss e, W is co ns in

As indicated

A103

TRENCH LAYOUT

PLAN

BID

DOCUMENTS

BG/SDM

02/03/2017

0319.14

U pp er M id w es t E nv iro nm en ta l S ci en ce s

C en te r

Fi sh

H ol di ng

R en ov at io n

1/8" = 1'-0"1 FLOOR PLAN W/ TRENCH LAYOUT

NORTH

FLOOR PLAN KEY NOTES

MARK DESCRIPTION

1 NEW FLOOR TRENCH GRATING. REFER TO DETAILS ON THIS

SHEET.

2 CONCRETE FLOOR TRENCH WALL REPLACEMENT. SEE DETAIL

4/A103

3 REPLACE EXISTING H.M. DOOR WITH NEW H.M. DOOR INSTALLED

IN EXISTING FRAME. FRAME TO BE RECONDITIONED, PAINT PER

SPEC SECTION 09 90 00.

4 APPLY HIGH PERFORMANCE COATING PER SPEC SECTION 09 96

00.

5 EXISTING FLOOR EXPANSION JOINT. REPLACE SEALANT WITH NEW

TRAFFIC GRADE SEALANT.

6 NEW DISINFECTANT WALK-OVER FLOOR PAD SLAB RECESS. SEE

DETAILS ON THIS SHEET.

7 INSTALL NEW H.M. DOOR IN EXISTING H.M. FRAME. RECONDITION

AND PAINT PER SPEC SECTION 09 90 00.

8 RECONDITION EXISTING H.M. SIDELITE FRAMING AND PAINT.

9 PATCH IN CONCRETE SLAB OVER COMPACTED BASE

FOLLOWING CONNECTION AND TESTING OF RECESSED PIT.

10 TRENCH CUT-OFF PLATE ASSEMBLY PER DETAIL 6/A103

11 REPLACE EXISTING OVERHEAD SECTIONAL DOOR.

12 PATCH TRENCHED SLAB BETWEEN NEW FLOOR DRAIN AND

CONCRETE FLOOR TRENCH.

13 EXISTING SHELVING AND EQUIPMENT TO BE REMOVED AND

RE-INSTALLED BY OWNER.

14 EXISTING WORK STATION FURNISHINGS TO REMAIN IN PLACE.

15 PIT EXCAVATION WILL REQUIRE REPLACEMENT OF COMPLETE

EXISTING CONCRETE FLOOR TRENCH TO MATCH DETAIL 4/A103.

16 PATCH CONCRETE SLAB AND REPLACE SECTION OF CONCRETE

FLOOR TRENCH AS NECESSARY AT AREA OF UNDERGROUND

PIPING

17 PIT LADDER : SEE SPEC SECTION 05 50 00

1 1/2" = 1'-0"3 BAR GRATE DETAIL

1 1/2" = 1'-0"4 NEW TRENCH DRAIN DETAIL

1/2" = 1'-0"2 ENLARGED PLAN AT DISINFECTANT WALK-OVER FLOOR PAD

NOT TO SCALE6 TRENCH DAM ASSEMBLY

1" = 1'-0"2.1 SECTION THRU DISINFECTANT WALK-OVER FLOOR PAD

12" = 1'-0"5 FIBER GLASS EMBEDMENT ANGLE(SEE SPEC SECTION 05 53 00)

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY REQUIREMENTS.

2. THE BUILDING STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE SYSTEM, AND HAS NOT BEEN ANALYZED OR DESIGNED FOR STABILITY DURING ERECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE TEMPORARY BRACING TO INSURE STABILITY DURING THE ERECTION PROCESS.

3. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND IS RESPONSIBLE TO INSURE THAT CONSTRUCTION LOADS DO NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING ELEMENTS WHEN THOSE LOADS

ARE APPLIED.

4. DO NOT SCALE THE DRAWINGS.

5. THE CONTRACTOR IS REQUIRED TO COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AND TO BRING ANY DISCREPANCIES, INTERFERENCES, DIMENSIONAL INCONSISTENCIES, OR CONCERNS ASSOCIATED WITH THIS COORDINATION TO THE ARCHITECT AND ENGINEER IMMEDIATELY.

DESIGN LOADS

APPLICABLE DESIGN CODE AND REFERENCES

THE CODES AND STANDARDS LISTED HAVE BEEN USED FOR THE DESIGN OF THIS PROJECT. ALL CONSTRUCTION, FABRICATION, AND MATERIALS SHALL CONFORM TO THESE CODES AND STANDARDS.

2009 INTERNATIONAL BUILDING CODE W/ WISCONSIN AMMENDMENTS

ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS

ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

BUILDING DESIGN CRITERIA

BUILDING OCCUPANCY CATEGORY: II (SEE ASCE 7-05 TABLE 1-1)

BUILDING DESIGN LOADS AND DATA

LIVE LOADS

SLAB ON GRADE 100 PSF

2-TON FORKLIFT (6.5 KIP WHEEL LOAD)

SOIL DESIGN DATA

SOIL UNIT WEIGHT 110 PCF (ASSUMED)

LATERAL EARTH PRESSURE - ACTIVE 40 PSF/FT OF DEPTH (ASSUMED)

LATERAL EARTH PRESSURE - AT-REST 60 PSF/FT OF DEPTH (ASSUMED)

PASSIVE EARTH PRESSURE 300 PSF (ASSUMED)

SUBGRADE MODULUS 150 PCI (ASSUMED)

ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF (ASSUMED)

1. SEE SPECIFICATION DIVISION 03 FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

2. MATERIAL SPECIFICATIONS

FOOTINGS F’c = 4000 PSI @ 28 DAYS FOUNDATION WALLS F’c = 4000 PSI @ 28 DAYS SLAB ON GRADE F’c = 3000 PSI @ 60 DAYS CONCRETE NOT OTHERWISE NOTED F’c = 4000 PSI @ 28 DAYS MILD REINFORCING STEEL BARS Fy = 60 KSI; ASTM A615

WELDED WIRE REINFORCEMENT ASTM A185

EPOXY COATED WELDED WIRE REINFORCEMENT ASTM A884

3. SUBMIT CONCRETE MIX DESIGNS, WITH REQUIRED BACKUP DATA, INCLUDING RECENT GRADATIONS FOR EACH AGGREGATE USED, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE, TO THE ARCHITECT AND ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL MIX DESIGN REQUIREMENTS. CONCRETE MIXES SUBMITTED SHALL BE DESIGNED TO BE PLACABLE FOR THE TEMPERATURE CONDITIONS AT THE JOBSITE, AND BE ABLE TO BE PLACED AND CONSOLIDATED AROUND THE REINFORCING

INDICATED ON THE PLANS. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

4. PROVIDE AIR-ENTERTAINING IN CONCRETE AS INDICATED IN THE SPECIFICATIONS.

5. ALL CONCRETE SHALL BE NORMAL WEIGHT (APPROX. 145 PCF) UNO.

6. SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING, BENDING, AND PLACEMENT TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO FABRICATION.

INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENING, ETC.

7. THE MAXIMUM TOTAL AMOUNT OF WATER THAT MAY BE ADDED TO THE MIX AFTER BATCHING IS THE AMOUNT INDICATED AS BEING WITHHELD ON THE BATCH TICKET FOR THE SPECIFIC BATCH.

8. SUBMIT ELECTRONIC COPIES OF ALL CONCRETE DELIVERY TICKETS WITHIN 5 DAYS OF PLACEMENT, INDICATING THE FOLLOWING INFORMATION:

TIME AND NUMBER OF CUBIC YARDS BATCHED

THEORETICAL TARGET AND ACTUAL BATCH WEIGHTS OF EACH INGREDIENT

AMOUNT OF WATER WITHHELD

AMOUNT OF WATER ADDED AT JOBSITE

MIX DESIGN NUMBER

STRUCTURE BEING PLACED

LOCATION OF PLACEMENT

NUMBER OF REVOLUTIONS AT MIXING SPEED

TOTAL REVOLUTIONS AT COMPLETION OF DISCHARGE

TIME AT COMPLETION OF DISCHARGE

SLUMP AND AIR CONTENT, IF TESTED

TEMPERATURE OF AIR AND CONCRETE

SAMPLE NUMBERS OF CYLINDERS MADE FROM LOAD

9. DETAIL, FABRICATE, SUPPORT, AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCEMENT” AND ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”. FIELD BENDING OF REINFORCING BARS IS NOT PERMITTED EXCEPT WHERE INDICATED ON THE STRUCTURAL DRAWINGS.

10. COVERAGE FOR REINFORCEMENT SHALL NOT BE NOT LESS THAN:

11. SEE DETAIL FOR CLASS B TENSION CONTACT LAP SPLICE LENGTHS. STAGGER ADJACENT LAPS 3’ – 0” UNO.

12. PROVIDE (2) # 5 BARS DIAGONAL AT CORNERS OF OPENINGS AND AT RE-ENTRANT CORNERS. PROVIDE (2) # 5 BARS AROUND THE PERIMETER OF OPENINGS WITH SIDES

EXCEEDING 18 INCHES IN LENGTH.

13. WELDING OF GRADE A615 REINFORCING BARS IS NOT PERMITTED.

14. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.

15. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, REVEALS, REGLETS, DRIPS, SPECIAL FLOOR

FINISHES, AND OTHER REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

16. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE.

17. DO NOT CAST OPENINGS OTHER THAN INDICATED ON THE REVIEWED SHOP DRAWINGS WITHOUT WRITTEN CONSENT OF EOR. DO NOT CORE HOLES IN COLUMNS, BEAMS, JOISTS, WALLS, OR

STRUCTURAL CONCRETE SLABS WITHOUT WRITTEN CONSENT OF THE EOR.

18. REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND TO ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.

19. ALL CONCRETE REINFORCEMENT TO BE EPOXY COATED.

CAST IN PLACE CONCRETE NOTES

S001

1. THE FOUNDATIONS HAVE BEEN DESIGNED TO THE ASSUMED VALUES INDICATED. SUBSURFACE CONDITIONS DESCRIBED SHALL BE CONSIDERED

APPROXIMATE AND CONFIRMED IN THE FIELD.

2. SEE SITE PLAN FOR ELEVATION DATUM EQUAL TO FIRST FLOOR TOP OF CONCRETE (ELEVATION 100'-0).

3. DO NOT UNDERMINE EITHER NEW OR EXISTING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL SHORING NECESSARY FOR EXCAVATION ASSOCIATED WITH NEW

RECESSED PITS.

4. BEAR ALL FOOTINGS ON UNDISTURBED SOIL OR COMPACTED FILLS HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY INDICATED IN SOIL DESIGN DATA.

5. REMOVE UNSUITABLE SOIL MATERIAL AND DISPOSE OF OFF-SITE. PLACE ENGINEERED FILL AS REQUIRED IN HORIZONTAL LIFTS WITHIN +/-2 PERCENT OF OPTIMUM MOISTURE

CONTENT. COMPACT TO THE SPECIFIED DENSITY REQUIREMENTS.

6. MINIMIZE CONSTRUCTION TRAFFIC OVER EXPOSED SUBGRADES IF WET. DO NOT ALLOW WATER TO POND ON THE SUBGRADES.

7. THE GENERAL CONTRACTORS GEOTECHNICAL CONSULTANT MUST REVIEW AND APPROVE ALL FINISHED EXCAVATIONS AND BEARING SUBGRADES BEFORE PLACING CONCRETE.

PROVIDE ADDITIONAL EXCAVATION AS NECESSARY TO ACHIEVE THE REQUIRED BEARING CAPACITY.

8. USE SIDE FORMS FOR ALL FOOTINGS AND GRADE BEAMS. CLEAN REINFORCEMENT IMMEDIATELY PRIOR TO PLACING CONCRETE.

9. DO NOT PLACE CONCRETE IN ANY EXCAVATION CONTAINING FREE WATER, FROST, ICE OR FROZEN MATERIALS. PREVENT FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE, BOTH BEFORE AND AFTER CONCRETE PLACEMENT AND UNTIL FOOTINGS OR SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING

STRUCTURE.

10. PLACE THE CONCRETE FOR EACH FOOTING IN ONE CONTINUOUS POUR.

11. BRACE FOUNDATION WALLS DURING THE OPERATION OF BACKFILLING AND COMPACTION.

12. BACKFILL AGAINST FOUNDATION WALLS SHALL BE PLACED IN LIFTS SUCH THAT THE DIFFERENCE IN ELEVATION ON OPPOSITE SIDES OF THE WALL DOES

NOT EXCEED 1’-6”.

FOUNDATION NOTES

CONDITION COVER

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS

#5 BARS AND SMALLER 1- 1/2"

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT

WITH GROUND

SLABS, WALLS, & JOISTS

#14 & #18 BARS 1-1/2"

#11 BARS AND SMALLER 3/4"

BEAMS & COLUMNS

PRIMARY REINFORCEMENT, TIES, & SPIRALS 1-1/2"

G T

D E

V E

M E

N T

EXTENSION

Ld h

NOTES:

1. TOP BARS ARE DEFINES AT HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW.

2. TABLE VALUES BASED ON 1 1/2" CLEAR COVER AND MINIMUM CENTER TO CENTER BAR SPACING OF 6".

3. SPLICE LENGTH SHALL BE BASED ON LARGER BAR BEING SPLICED.

4. HOOKED BAR EXTENSION = MIN. BEND DIAMETER + 12db.

5. MIN. BEND DIAMETER = 6db FOR #3 - #8

8db FOR #9 - #11

6. HOOKED BAR DEVELOPMENT LENGTHS, Ldh, ASSUME

a) SIDE COVER ≥ 2 1/2" AND

b) COVER AT END OF EXTENSION ≥ 2"

BAR SIZE STANDARD TOP BAR

12" 12"

16" 20"

19" 24"

23" 29"

37" 48"

4,000 PSI CONCRETE

61"

75"

91"

109"

10"

12"

14"

15"

17"

19"

#10

#11

STD HOOK

DEVELOPMENT

LENGTH, Ldh

DEVELOPMENT LENGTHS

16" 16"

STANDARD TOP BAR

CLASS "B" TENSION

LAP SPLICE LENGTHS

12"

15"

18"

29"

36"

44"

54"

65"

15"

19"

23"

37"

47"

57"

70"

84"

47"

57"

70"

84"

G T

1. PREPARE SUBGRADE AS REQUIRED BY GENERAL CONTRACTORS GEOTECHNICAL CONSULTANT, TO MEET ASSUMED SOIL VALUES. AT A MINIMUM, PROOF

ROLL AND REMOVE ALL SOFT AREAS AND REPLACE WITH COMPATIBLE FILL.

2. SLAB ON GRADE TO BE CONSTRUCTED ON MINIMUM 15 MILL VAPOR BARRIER OVER GRANULAR FILL.

3. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF SLAB DEPRESSIONS.

4. SLAB ON GRADE THICKNESS, ELEVATION, FLATNESS, LEVELNESS TOLERANCES:

THICKNESS: PLUS ½ INCHES; MINUS 0 INCHES

5. CONCRETE SLAB SHALL BE FINISHED IN ACCORDANCE WITH THE HIGH PERFORMANCE FLOOR COATING MANUFACTURER'S REQUIREMENTS.

6. WET CURE SLAB UNLESS NOTED OTHERWISE ON DRAWINGS.

7. ALL SLAB ON GRADE TO BE REINFORCED WITH EPOXY COATED WWF 6x6-W2.1/W2.1 LOCATED 1 1/2" FROM THE TOP OF THE SLAB.

- PROVIDE SUPPORTS, CHAIRS AND ACCESSORIES NECESSARY TO HOLD REINFORCE IN PROPER POSITION

- DO NOT PULL FABRIC/MESH IN PLACE DURING CONCRETING

- ALL WWF TO BE PROVIDED IN FLAT SHEETS

- HOLD WWF 1" CLEAR OF ALL CONTROL JOINTS

SLAB ON GRADE NOTES

LAP LENGTH

L E

N G

T H

LAP LENGTH LAP LENGTH

INTERSECTIONCORNER

CONER BARS

SAME SIZE AND SPACING

AS WALL BARS

L E

N G

T H

CONER BARS

SAME SIZE AND SPACING

AS WALL BARS

STANDARD WALL

REINFORCING

STANDARD WALL

REINFORCING

SEE DETAIL FOR LAP LENGTHS

S001

T h ir d S tr e e t

C ro s s e W

-2

P h

-2

F a x

A R

C H

C T

Scale:

SHEET NO.

SHEET TITLE

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

P R

O J E

C T

L E

P R

O J E

C T

L O

C A

A R

C H

I T

E C

T S

I N C

T h ir d S t r e

C ro s s e W

P h o n e

-2

F x

-2

STRATEGIC STRUCTURAL DESIGN, LLC

725 HEARTLAND TRAIL, SUITE 203

MADISON, WI 53717

(608) 841-1850 www.strategicstructural.com

SSD Project No. 160165

S tr a te g ic

S tr u c tu ra l D e s ig n L L

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e re p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n f ro m S tr a te g ic S tr u c tu ra l D e s ig n L

L C

EXISTING CONDITIONS:

ALL INFORMATION REGARDING EXISTING STRUCTURE IS

SOLELY BASED ON EXISTING DOCUMENTATION PROVIDED.

NO EXISTING STRUCTURAL ELEMENTS NOR THEIR

LOCATIONS HAVE BE VERIFIED BY THE STRUCTURAL

ENGINEER AND MUST BE DISCOVERED, FIELD MEASURED

AND LOCATED PRIOR TO CONSTRUCTION OR MATERIAL

FABRICATION. IF EXISTING CONDITIONS DIFFER FROM THIS

DOCUMENT, NOTIFY THE STRUCTURAL ENGINEER FOR

POSSIBLE REMEDIAL WORK.

As indicated

S001

STRUCTURAL

GENERAL NOTES

BID DOCUMENTS

JJF

02/03/2017

1081.55

U p p e r

M id w e s t E n v ir o n m e n t a l S c ie n c e s

F a n ta

R e e d R o a d

L a C ro s s e W

C e n te r F is h H o l d in g R e n o v a ti o n

STRUCTURAL SHEET INDEX

SHEET

NUMBER SHEET NAME CURRENT REVISION DATE CURRENT REVISION DESCRIPTION

S001 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

1" = 1'-0"

REBAR LAP SPLICE LENGTHS

1/2" = 1'-0"

CORNER REINFORCEMENT

No. DESCRIPTION DATE

T/ FOOTING

SEE PLAN

T/ WALL

SEE PLAN

VARIES

B/ TRENCH

NORTH

S F

FOUNDATION LEGEND

COLUMN GRID MARK

COLUMN GRID LINE

STRIP FOOTING, SEE SCHEDULE

PIER, SEE SCHEDULE

SPREAD FOOTING, SEE SCHEDULE

FOUNDATION WALL, SEE PLAN

FOOTING STEP

96'-0"

SPREAD FOOTING MARK, SEE SCHEDULE

TOP OF SPREAD FOOTING ELEVATION

PIER MARK, SEE SCHEDULE

99'-4" TOP OF PIER ELEVATION

STRIP FOOTING MARK, SEE SCHEDULE

FOUNDATION PLAN GENERAL NOTES

1. SEE SHEET S001 FOR STRUCTURAL GENERAL NOTES.

2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

3. PROVIDE CORNER REINFORCEMENT AT ALL WALL INTERSECTIONS PER DETAIL

4. ALL REBAR TO BE EPOXY COATED.

5. TOP OF SLAB ELEVATION 100'-0" = EXISTING SLAB ELEVATION = 651'-0"

S001

S101

V.5

3635373332

S101

___________________________________________________________________________________________________________________4

S101

1' - 4 1/2" 20' - 9" 30' - 0" 24' - 6"

A B

97'-4" ±

14'-0"x14'-0" B 14'-0"x14'-0"

B 14'-0"x14'-0"B 14'-0"x14'-0" B 16'-0"x16'-0"

B 16'-0"x16'-0"

TYPICAL

B 9'-0"x9'-0" B 9'-0"x9'-0" 94'-6" ±

94'-6" ±

C 4'-6"

94'-6"

C 1'-4"

C 4'-0"

E6" THICKNESS

EAST OF LINE

5" THICKNESS

WEST OF LINE

9' - 0" 5' - 0" 9' - 0" 4' - 0"

16' - 0"

8" 9' - 6" 8" 4' - 6" 8"

0" 1'

4" 8" 4'

S101

95'-4"95'-4"

ALL SIDES

18" MIN CLEAR

S101

NOTE:

ALL REBAR TO BE

EPOXY COATED

F F

S101

94'-0"

93'-0"

S101

20" DEEP, SEE PLUMBING

26" DEEP, SEE PLUMBING

4' - 6"

EXISTING COL

D D

O R

G E

E E

A T

'-0

SEE DATA SHEETS

FOR PIT COVER

CONFIGURATIONS

97'-4" ±

O R

G E

E E

A T

'-0

O R

G E

E E

A T

'-0

O R

G E

E E

A T

'-0

G G

FILTER PIT

SUMP PUMP

EXISTING SLAB

100' - 0"

T/ FILTER PIT

94' - 0"

REFER TO DETAIL FOR PIT

TYPICAL REINFORCEMENT

T H

N E

S S

8" P

S101

AND PLUMBING

SEE PLAN

REFER TO DETAIL FOR PIT

TYPICAL REINFORCEMENT

S101

PROPOSED SLABEXISTING SLAB

6" UNDERMINE

#4 DOWEL x 1'-6" AT 24"

OC, CENTERED IN SLAB,

DRILL AND GROUT 6"

INTO EXISTING

LINE OF

EXCAVATION

S101

SPRAY APPLIED WATERPROOFING,

SEE SPECS

WATERSTOP, SEE

ARCH SPECS

WATERSTOP, SEE

ARCH SPECS

SPRAY APPLIED

WATERPROOFING,

SEE SPECS

PIT COVER PERIMETER

FRAME

SLOPE DOWN

S101

EXISTING SLAB

100' - 0"

FIBERGLASS LINER,

SEE PLUMBING

DOUBLE DOOR HATCH

LINE OF EXCAVATION

#4 AT 12" OC, EACH WAY, BOTTOM

#4 AT 8" OC, EACH

WAY, CENTERED

#4 DOWELS WITH

STD HOOK AT 16" OC

INTO PIT SLAB

(2) #4 x CONT, TOP

AND BOTTOM

#4 DOWEL x 1'-6" AT 24"

OC, CENTERED IN SLAB,

DRILL AND GROUT 6"

INTO EXISTING

6" UNDERMINE

PROPOSED SLABEXISTING SLAB

WATERSTOP, SEE

ARCH SPECS T/ SEWAGE EJECTOR

93' - 0"

S101

HATCH AND PIT WIDTH

4' - 6"

3" C

SPRAY APPLIED WATERPROOFING,

SEE SPECS

WET WELL - SEE PLUMBING

4' - 0" Ø

EXISTING SLAB

100' - 0"

T/ EXISTING FOOTING

94' - 6"

T/INTERCEPTOR PIT

95' - 4"

T H

N E

S S

8" P

SOLIDS

INTERCEPTOR

COMPACTED CRUSHED AGGREGATE

OR SAND FILL

CAST IRON GRATE

ADJUSTABLE RISER

EXISTING CONCRETE WALL

EXISTING CONCRETE STRIP

FOOTING

4' - 6" ±

WALL

10 1/2" ±

ALL SIDES

18" MIN CLEAR

#4 AT 12" OC, EACH WAY, BOTTOM

VARIES

FOUNDATION PLAN KEY NOTES

A EXISTING THICKENED SLAB BELOW WALL ABOVE. ASSUME 1'-0" WIDTH AND 1'-0"

DEPTH, TAPERED AT 1:1 PITCH TO TYPICAL SLAB THICKNESS.

B EXISTING SPREAD FOOTING BELOW CONCRETE COLUMN. SEE PLAN FOR APPROXIMATE

SIZE.

C EXISTING STRIP FOOTING BELOW EXTERIOR 10 1/2" CONCRETE WALL. SEE PLAN FOR

APPROXIMATE SIZE.

D EXISTING CONCRETE FORMED TRENCH DRAIN. SAW CUT CONCRETE ON EACH SIDE AND

PATCH PER DETAIL TYPICAL ALL EXISTING TRENCH DRAINS.

E APPROXIMATE EXTENTS OF SLAB PATCH. MATCH EXISTING SLAB DEPTH. 5" THICKNESS

TYPICAL, 6" THICKNESS EAST OF CURB AS INDICATED ON PLAN. REINFORCED W/ EPOXY

WWF, SEE GENERAL NOTES. ADDITIONALLY, PROVIDE #4 EPOXY COATED DOWELS x 1'-6" LONG @ 24" OC, CENTERED IN SLAB, DRILL AND GROUT 6" INTO EXISTING AROUND PERIMETER

AT CONSTRUCTION JOINT.

F ACCESS HATCH APPROXIMATE LOCATION. SEE ARCH FOR SPEC, SIZE AND LOCATION.

G REBUILD CONCRETE FORMED TRENCH DRAIN. SEE DETAIL FOR REINFORCEMENT.

S101

PROPOSED SLABEXISTING SLAB

#4 EPOXY COATED DOWEL x 1'-6"

@ 24" OC, CENTERED IN SLAB,

DRILL AND GROUT 6" INTO EXISTING

9"±9"±

B 5"

SLOPE DOWN

TO DRAIN

P A

D S

E E

A R

C H

R E

C E

S S

O R

15 MIL UNDERSLAB VAPOR

RETARDER MEMBRANE

COMPACTED GRANULAR

SUBGRADE

SEAL JOINTS W/ EPOXY CRACK

& JOINT BRIDGING FILLER

EPOXY COATED WWF,

SEE GENERAL NOTES

EXISTING SLAB

100' - 0"

S101

T/ FILTER PIT

94' - 0"

T/ SEWAGE EJECTOR

93' - 0"

REFER TO DETAIL

FOR PIT TYPICAL

REINFORCEMENT

S101

REFER TO DETAIL

FOR PIT TYPICAL

REINFORCEMENT

S101

DOUBLE DOOR

HATCH 48"x54", SEE ARCH

BENT DOWEL, MATCH PIT

REINF SIZE AND SPACING

M A

SEE DETAIL FOR

GRATING AND ANGLE

SPECS

S101

#4 EPOXY COATED BENT BAR @ 12" OC

(6) #4 EPOXY COATED x CONT

ALONG LENGTH

S101

WATERSTOP, SEE SPECSWATERSTOP, SEE SPECS

SPRAY APPLIED WATERPROOFING,

SEE SPECSSPRAY APPLIED WATERPROOFING,

SEE SPECS

9' - 6"

VARIES

PIT COVER

CRACK BRIDGING

SEALANT

5" M

6" S

B 3"

#4 EPOXY COATED

DOWELS @ 12" OC

EXISTING SLAB

100' - 0"

PULTRUDED FIBERGLASS

EMBED ANGLE

#4 BENT DOWEL (12"x12") EPOXY

COATED AT 32" OC, DRILL AND

EPOXY INTO EXISTING SLAB EDGE,

6" MIN

SAW CUT

#4 x CONT

EPOXY COATED

HEAVY-DUTY PULTRUDED

FIBERGLASS TRENCH

GRATING, SEE ARCH

BONDING AGENT ON ALL SAW

CUT CONCRETE SURFACES

SIKA ARMATEC 110 EPOCEM

OR EQUAL

TRENCH DRAIN

1' - 4" ±

V A

C E

N T

E R

EXISTING SLAB

100' - 0"

S101

______________________________________________________________________________________________________ _____________DOOR HATCH, SEE ARCH

5' - 6"

PIT COVER

PERIMETER

FRAME

S101

6" WALL

2' - 0"

6" WALL

6" W

94'-0"

92'-0"

SUMP PIT

T h ir d S tr e

C ro s s e W

-2

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F a x

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Scale:

SHEET NO.

SHEET TITLE

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

P R

O J E

C T

L E

P R

O J E

C T

L O

C A

A R

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T S

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T h ir d S t r e

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P h o n e

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-2

STRATEGIC STRUCTURAL DESIGN, LLC

725 HEARTLAND TRAIL, SUITE 203

MADISON, WI 53717

(608) 841-1850 www.strategicstructural.com

SSD Project No. 160165

S tr a te g ic

S tr u c tu ra l D e s ig n L L

L C

EXISTING CONDITIONS:

ALL INFORMATION REGARDING EXISTING STRUCTURE IS

SOLELY BASED ON EXISTING DOCUMENTATION PROVIDED.

NO EXISTING STRUCTURAL ELEMENTS NOR THEIR

LOCATIONS HAVE BE VERIFIED BY THE STRUCTURAL

ENGINEER AND MUST BE DISCOVERED, FIELD MEASURED

AND LOCATED PRIOR TO CONSTRUCTION OR MATERIAL

FABRICATION. IF EXISTING CONDITIONS DIFFER FROM THIS

DOCUMENT, NOTIFY THE STRUCTURAL ENGINEER FOR

POSSIBLE REMEDIAL WORK.

As indicated

S101

FOUNDATION

PLAN

BID DOCUMENTS

JJF

02/03/2017

1081.55

U p p e r

M id w e s t E n v ir o n m e n t a l S c ie n c e s

F a n ta

R e e d R o a d

L a C ro s s e W

C e n te r F is h H o l d in g R e n o v a ti o n

1/8" = 1'-0"

FOUNDATION PLAN

1/2" = 1'-0"

FILTER PIT FOUNDATION

1/2" = 1'-0"

SEWAGE EJECTOR PIT FOUNDATION

1/2" = 1'-0"

SOLIDS INTERCEPTOR PIT FOUNDATION

3/4" = 1'-0"

SECTION THRU FLOOR DRAIN

1/2" = 1'-0"

FILTER AND EJECTOR PIT DETAIL

3/4" = 1'-0"

TRENCH DRAIN

3/4" = 1'-0"

FILTER ACCESS HATCH

100'-0" = EXISTING SLAB 651'-0"

100'-0" = EXISTING SLAB 651'-0" 100'-0" = EXISTING SLAB 651'-0"

100'-0" = EXISTING SLAB 651'-0"

No. DESCRIPTION DATE

100'-0" = EXISTING SLAB 651'-0"

(REFER ALSO TO DETAIL 4/A103)

1/4" = 1'-0"

FILTER PIT - ENLARGED PLAN

100'-0" = EXISTING SLAB 651'-0"

FD-1 ZURN CAST IRON BODY, ADJUSTABLE STRAINER HEAD, COMBINATION INVERTIBLE

MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH NICKEL BRONZE TOP.

Z415-B

MANUFACTURER MODEL NO.TAG REMARKS

PLUMBING DRAIN SCHEDULE

FCO ZURN CAST IRON BODY, ADJUSTABLE FLOOR CLEANOUT WITH NICKEL BRONZE TOP AND

GAS AND WATERTIGHT ABS TAPERED BRONZE PLUG (USE IN FINISHED AREAS).

CAST IRON BODY, HEAVY DUTY CLEANOUT HOUSING, WITH NICKEL BROZE TOP

AND INTERNAL CLEANOUT (USE IN UNFINISHED AREAS, MECHANICAL ROOMS,

JANITOR CLOSETS, ETC.).

Z1400-BP

Z1474

CAST IRON BODY FERRULE WITH BRONZE PLUG.ZURN Z1440-BPYCO

DESCRIPTION

FLOOR DRAIN

FLOOR CLEAN OUT

YARD CLEAN OUT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ACCESS PANEL

APPROXIMATELY

ARCHITECTURAL

AVERAGE

BUILDING

BOTTOM

BOTTOM OF PIPE

BATHTUB

BRITISH THERMAL UNITS

BRITISH THERMAL UNITS PER HOUR

BALANCING VALVE

CEILING ACCESS PANEL

CUBIC FEET PER MINUTE

CUBIC FEET PER HOUR

CEILING

CLEANOUT

CONDUCTOR

CONTRACTOR

CENTER

COPPER

CHECK VALVE

COLD WATER

WATER FIXTURE UNITS

DETAIL

DRAINAGE FIXTURE UNITS

DIAMETER

DIMENSION

DOWN

DRAWING

EXISTING

ELEVATION

EMERGENCY

EQUIPMENT

EXPANSION TANK

EXISTING TO REMAIN

ELECTRIC WATER HEATER

EXISTING

FUTURE

FLOOR CLEANOUT

FLOOR DRAIN

FINISHED FLOOR ELEVATION

FLOOR

FIREPROOF

FEET PER MINUTE

FEET PER SECOND

FLOOR SINK

FEET

FOOTING

FIXTURE UNITS

GAS

GALLON

GENERAL CONTRACTOR

GALLONS PER MINUTE

GALLONS PER HOUR

HOSE BIBB

HUB DRAIN

HEATING, VENTILATING & AIR CONDITIONING

HOT WATER

HOT WATER FIXTURE UNITS

HOT WATER RETURN

INSIDE DIAMETER

INVERT ELEVATION

INCHES

KNOCK-OUT

LAVATORY

POUNDS

POUNDS PER HOUR

MAXIMUM

MOP BASIN

MBH

MEP

MFR

MIN.

MISC

MTD

MTG

NIC

NPS

NTS

OFCI

OFOI

PCF

PLBG

POC

PPH

PRV

PSF

PSI

PSIA

PSIG

PVC

REC

RPZ

SCH

SHT

SOG

SPEC

S/S

STD

T&P

TBR

TDFU

TEMP

TOP

TOS

T STAT

TWFU

TYP

UNO

VTR

W/O

WHA

WCO

WSFU

YCO

FFE

FLR

FPM

FPS

FTG

GAL

GPM

GPH

HVAC

HWFU

HWR

LBS.

LB/HR

MAX

AFF

AFG

APPROX

ARCH

AVG

BLDG

BOT

BOP

BTU

BTUH

CAP

CFH

CFM

CLG

COND

CONT

CTR

CWFU

DET

DFU

DIA

DIM

DWG

ELEV

EQUIP

ETR

EWH

EXST

FCO

THOUSANDS OF BTU PER HOUR

MECHANICAL CONTRACTOR

MECHANICAL, ELECTRICAL AND PIPING

MANUFACTURER

MINIMUM

MISCELLANEOUS

MOUNTED

MOUNTING

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL PIPE SIZE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

PLUMBING CONTRACTOR

POUNDS PER CUBIC FOOT

PRESSURE DROP

PHASE

PLUMBING

POINT OF CONNECTION

POLYPROPYLENE

POUNDS PER HOUR

PRESSURE RELIEF VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

POLYVINYL CHLORIDE

ROOF DRAIN

RECESSED

ROOF

ROUGH-IN

REDUCED PRESSURE ZONE VALVE

RELIEF VALVE

SLOPE

SCHEDULE

SHOWER

SHEET

SLAB ON GRADE

SPECIFICATION

SQUARE

SERVICE SINK

STAINLESS STEEL

STANDARD

TEMPERATURE AND PRESSURE

TO BE REMOVED

TRENCH DRAIN

TOTAL DRAIN FIXTURE UNITS

TEMPERATURE

TOP OF PIPE

TOP OF SLAB

THERMOSTAT

TOTAL WATER FIXTURE UNITS

TYPICAL

UNLESS OTHERWISE NOTED

VENT

VACCUM BREAKER

VENT THRU ROOF

WASTE

WITH

WITHOUT

WATER HAMMER ARRESTOR

WALL CLEANOUT

WATER CLOSET

WASH FOUNTAIN

WATER HEATER

WASHING MACHINE

WATER SUPPLY FIXTURE UNITS

WATER GAUGE

YARD CLEAN OUT

FIRE DEPARTMENT CONNECTIONFDC -

PLUMBING ABBREVIATIONS

FACTORY WIRED WALL MOUNTED DUPLEX CONTROL PANEL, 120 VOLT, SINGLE

PHASE, NEMA I ENCLOSURE, ELECTRIC ALTERNATOR, CIRCUIT BREAKER/MOTOR

PROTECTORS, MAGNETIC CONDUCTORS, CONTROLS AND LIGHT MOUNTED ON

THE INNER PANEL, TWO SPRING RETURN 3 POSITION TEST-OFF-AUTOMATIC

SELECTOR SWITCHES, TWO RUNNING PILOT LIGHTS (GREEN), HIGH WATER

ALARM (WITH RED LIGHT, BUZZER AND SILENCING SWITCH), TEST-AUTO-SILENCE

CIRCUIT TRANSFORMER, TWO COMBINATION MANUAL DISCONNECTS, AND

MOTOR CIRCUIT PROTECTIONS, ADJUSTABLE AMBIENT COMPENSATED

BI-METALLIC THERMAL OVERLOAD, INSTANTANEOUS MAGNETIC TRIP FOR SHORT

CIRCUIT PROTECTION AND THROUGH THE DOOR RESET.

PRESSURE SWITCHES OF NON-CORROSIVE MATERIAL WITH SWITCHES

SUPPORTED FROM A VERTICAL POLE: SWITCH INSTALLATION SHALL BE DUPLEX

AND HAVE FOUR FLOAT SWITCHES, ONE TO CLOSE PUMP CIRCUITS, ONE TO

START LEAD PUMP, ONE TO START LAG PUMP, AND ONE TO INTIATE HIGH WATER

ALARM.

TOPPS INDUSTRIES ALUMINUM ROUND 48" DIAMETER, 72" DEEP, 564 GALLON, WET WELL W/

ANTI-FLOATATION RING, 52" LOCKING COVER WITH 2 ACCESS PORTS AND ONE

INSPECTION PORT, 1/2" DUPLEX FIBERGLASS COVER W/ ACCESS. PROVIDE

BALLAST ANTI-FLOATATION PAD FOR SUMP.

SP-1

FB48X84

C48DFA COVER

WEIL

WEIL 3" SUBMERSIBLE WASTE WATER PUMP, 160 GPM @ 100 FT.HD (43 PSI), CAST

IRON CASE, CAST IRON IMPELLER, STAINLESS STEEL HARDWARE, STAINLESS

STEEL LIFTING CABLE, DOUBLE SEAL, 15 HP MOTOR @ 460 VOLT, 3 PHASE.

PUMP SYSTEM TO INCLUDE 2613 REMOVAL SYSTEM.

1633-N

SP-2 STANCOR ELEVATOR PIT SUMP PUMP. PUMP & OIL-MINDER CONTROL. 1/2 HP, 115 VOLT, 1

PHASE, WITH 2" DISCHARGE. PROVIDE CHECK VALVE ON DISCHARGE PIPING. 18"

DIAMETERx24" DEEP STEEL OR CONCRETE BASIN WITH SEALED, VENTED COVER.

OIL MINDER SYSTEM, OR SIMILAR, IS REQUIRED TO PREVENT OILS FROM BEING

DELIVERED TO THE EXTERIOR HOLDING PONDS

OIL-MINDER SE50

CB-275-GSI-1 SCHIER 275 GALLON LIQUID CAPACITY, 200 GALLON SOLIDS CAPACITY SOLIDS

INTERCEPTOR. FOR GRAVITY DRAINAGE APPLICATIONS ONLY. 3/8" SEAMLESS HIGH

DENSITY POLYETHYLENE WALLS.

MEDIUM DUTY BOLTED AND GASKETED FOLID COVERS (TYPICAL OF 2)

B3-90FI-1 FORSTA FILTERS VERTICAL FILTER. MAX FLOW RATE OF 400 GPM. AUTOMATIC BACKWASH SYSTEM.

SUMP PUMP

SOLIDS INTERCEPTOR

FILTER

FILTER PIT SUMP

PUMP

SEWAGE

EJECTOR

C24-M

DOUBLE WYE

WYE

WYE WITH VENT UP

TEE BRANCH

PLUMBING SYMBOLS, ABBREVIATIONS, SCHEDULES & SHEET INDEX

PIPE FITTINGS

FLANGE

UNION

ANCHOR

PIPE GUIDE

VALVE IN VERTICAL

POINT OF CONNECTION

PIPE CAP

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

REFERENCE SYMBOLS

EQUIPMENT NAME AND NUMBER

PLAN NOTE NUMBER

REVISION NUMBER

ELEVATION SYMBOL

DISTRIBUTION PIPING SYSTEMS:

COLD WATER

HOT WATER

HOT WATER RETURN

WASTE AND VENT SYSTEMS:

CLEARWATER WASTE

STORM

SUBSOIL DRAIN LINE

SANITARY VENT

SSD

CWW

CWV CLEARWATER VENT

OD OVERFLOW DRAIN LINE

SITE PIPING SYSTEMS:

SAN

W WATER LINE

SANITARY SEWER

STORM SEWER

PIPING SYSTEM LABELS

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS INDICATED HERE ARE USED IN THE DRAWINGS AND MAY NOT

APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE DRAWINGS.

WASTE OR SOIL LINESAN

DRAIN VALVE

GATE VALVE

ANGLE VALVE

BALL VALVE

BUTTERFLY VALVE

HOSE BIBB AND WALL HYDRANT

THERMOMETER

PRESSURE GAUGE

CHECK VALVE

BALANCING VALVE

PRESSURE RELIEF VALVE

PIPE VALVES AND SPECIALTIES

LINE CONTINUATION BREAK

DETAIL REFERENCE

TOP DESIGNATES DETAIL NUMBER BOTTOM

DESIGNATES SHEET NUMBER

SECTION REFERENCE

TOP DESIGNATES SECTION NUMBER BOTTOM

DESIGNATES SHEET NUMBER

FCO

DRAINS AND CLEANOUTS

FLOOR DRAIN

ROOF DRAIN

HUB DRAIN

CLEANOUT

FIXTURE WASTE TRAP

FLOOR CLEANOUT

UNDERFLOOR FOR WASTE OR SOIL,

SUBSOIL, STORM & FORCE MAIN

PIPELINE STRAINER

BACKFLOW PREVENTER

PLUMBING FIXTURE STOPS

WATER HAMMER ARRESTOR

GAS SHUTOFF VALVE

P1.10

PIPING TO BE DEMOLISHED

FLOOR SINK

NOTE:

(X) PRIOR TO SYSTEM TYPE DENOTES EXISTING PIPING

(F) PRIOR TO SYSTEM TYPE DENOTES FUTURE PIPING

SOLENOID VALVE

MANUFACTURER MODEL NO.TAG REMARKS

PLUMBING EQUIPMENT SCHEDULE

DESCRIPTION

POINT OF DISCONNECTION

KEYPLAN

T h ir d S tr e

C ro s s e W

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P h

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F a x

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Scale:

SHEET NO.

SHEET TITLE

NO.

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

P R

O J E

C T

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P R

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C T

L O

C A

A R

C H

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T S

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T h ir d S t r e

C ro s s e W

P h o n e

-2 x

-2

One Honey Creek Corporate Center 125 South 84th Street, Suite 401 Milwaukee, WI 53214-1470 414 / 259 1500 414 / 259 0037 fax

12" = 1'-0"

P001

PLUMBING

SYMBOLS,

SCHEDULES, AND

ABBREVIATIONS

BID

DOCUMENTS

MRK

02/03/2017

0319.14

U M

E S

F is h H o ld in g L a b R e m o d e l

L a C ro s s e W

PLUMBING SHEET INDEX

P001 PLUMBING SYMBOLS, SCHEDULES, AND ABBREVIATIONS

P101 PLUMBING DEMOLITION PLANS

P102 PLUMBING PLANS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

(X)3/4" CW

FISH HOLDING

C-104

PREP/STORAGE

C-104F

DIAGNOSTIC LAB

C-104E

OFFICE

C-104D

INVERT LAB

C-104C

INVERT LAB

C-104B

ELECTRICAL

C-104A

R10

R11

R12

R13

R14

R15

R16

R17

R18

R19

R20

R21

R22

R23

R24

R25

R26

R39

R38

R37

R36

R35

R34

R33

R32

R31

R30

R29

R28

R27

(X) PANELS S6 & V

1/2" XCA 1/2" XCA 1/2" XCA

1/2" XCA

1" XCA

1/2" XCA

1/2" XCA1/2" XCA

1/2" XCA

12"x12" SA

12"x12" XSA

(X)2" CW

(X)4" CW

EXISTING 4" STEEL PIPE FROM

UNDERGROUND TRANSITIONS

TO PVC AT ELBOW

(X)4" CW(X)4" CW(X)4" CW

(X)4" CW

(X)2" CW

(X)6" CW

(X)2" CW(X)2" CW (X)2" CW

(X)2" CW

EXISTING 3/4" PIPE

UP TO TANKS

(X)3/4" HW

(X)3/4" HW(X)3/4" HW

(X)3/4" HW (X)3/4" HW

(X)3/4" HW

(X)6" HW

ELECTRICAL

C-104A

INVERT LAB

C-104B

INVERT LAB

C-104C

OFFICE

C-104D

DIAGNOSTIC LAB

C-104E

FISH HOLDING

C-104

PREP/STORAGE

C-104F

R10

R11

R12

R13

R14

R15

R16

R17

R18

R19

R20

R21

R22

R23

R24

R25

R26

R39

R38

R37

R36

R35

R34

R33

R32

R31

R30

R29

R28

R27

(X) 4" AUXILIARY

WATER SUPPLY

(X)3/4" HW

INFORMATION PERTAINING TO EXISTING PROJECT CONDITIONS, SUCH AS

LOCATIONS OF ARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS,

MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND

OTHER MISCELLANEOUS CONSTRUCTION, APPEARS ON PROJECT DRAWINGS.

THIS INFORMATION IS BASED ON AVAILABLE RECORDS AS WELL AS INFORMATION

COLLECTED WITH REASONABLE CARE AT THE PROJECT SITE. CONTRACTORS

SHALL BE SOLELY RESPONSIBLE FOR VERIFYING DIMENSIONS AND RELATED

INFORMATION AT THE PROJECT SITE PRIOR TO PROCURING ANY MATERIALS,

PRODUCTS OR EQUIPMENT TO PERFORM THEIR WORK.

EXISTING PROJECT CONDITIONS

T h ir d S tr e

C ro s s e W

-2

P h

-2

F a x

A R

C H

C T

Scale:

SHEET NO.

SHEET TITLE

NO.

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

P R

O J E

C T

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P R

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C T

L O

C A

A R

C H

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T S

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T h ir d S t r e

C ro s s e W

P h o n e

-2 x

-2

One Honey Creek Corporate Center 125 South 84th Street, Suite 401 Milwaukee, WI 53214-1470 414 / 259 1500 414 / 259 0037 fax

As indicated

P101

PLUMBING

DEMOLITION

PLANS

BID

DOCUMENTS

BSP

02/03/2017

0319.14

U M

E S

F is h H o ld in g L a b R e m o d e l

L a C ro s s e W

1/8" = 1'-0"1

PLUMBING DEMOLITION PLAN - ABOVE SLAB

1/8" = 1'-0"2

PLUMBING DEMOLITION PLAN - BELOW GRADE

KEYED NOTES THIS SHEET:

1. REMOVE EXISTING HVAC SUPPLY GRILLE AND ASSOCIATED DUCTWORK BACK TO MAIN

DUCT. PATCH EXISTING OPENING TO MATCH EXISTING. CAP EXISTING DUCTWORK AT

DISCONNECTION POINTS.

DEMOLITON GENERAL NOTES:

1. ALL PIPING IN DRAINAGE TRENCHES TO BE REMOVED AFTER

NEW HOT AND COLD WATER SUPPLY PIPING HAS BEEN INSTALLED

2. ALL COMPRESSED AIR PIPING AND HANGARS TO BE REMOVED

AFTER NEW PIPING HAS BEEN INSTALLED

1 1/2" CA

6" CW

(240 GPM)

6" CW

(65 GPM)6" CW

(140 GPM)

6" CW

(190 GPM)

6" CW

(240 GPM)

YCO

1" HW & CW DROP TO

AERATOR TUBE.

1/2" AIR DROP TO AIR

STONE AERATOR.

SEE DETAIL 3/P502

(TYPICAL)

3/4" CW DROP TO HB-1

3/4" DROP TO HOSE

BIB ON WALL

HB-1

CAP AND VALVE FOR

FUTURE CONNECTION

BACKWASH CONTROL PANEL

(SEE ELECTRICAL DRAWINGS)

2" CW

(5 GPM)

2" HW

(5 GPM)

2" CW

(5 GPM)

2" CW

(5 GPM)

2" CW

(10 GPM)

2" CW

(15 GPM)

2" CW

(20 GPM)

2" CW

(25 GPM)

2" CW

(5 GPM)

2" CW

(5 GPM)

2" CW

(10 GPM)

2" CW

(15 GPM)

2" CW

(20 GPM)

2" CW

(10 GPM)

2" CW

(10 GPM)

2" CW

(10 GPM)

2" CW

(25 GPM)

2" CW

(30 GPM)

2" CW

(5 GPM)

2" CW

(10 GPM)

2" CW

(25 GPM)

2" CW

(20 GPM)

2" CW

(15 GPM)

2" CW

(10 GPM)

2" CW

(20 GPM)

2" CW

(15 GPM)

2" CW

(10 GPM)

2" CW

(25 GPM)

2" CW

(20 GPM)

2" CW

(15 GPM) 2" CW

(15 GPM)

2" CW

(20 GPM)

2" CW

(25 GPM)

2" CW

(25 GPM)

2" CW

(30 GPM)

2" CW

(45 GPM)

2" CW

(35 GPM)

2" CW

(15 GPM)

2" CW

(20 GPM)

2" CW

(30 GPM)

2" CW

(25 GPM)

4" HW

(230 GPM)

2" HW

(5 GPM)

2" HW

(5 GPM)

2" HW

(10 GPM)

2" HW

(15 GPM)

2" HW

(20 GPM)

2" HW

(25 GPM)

2" HW

(5 GPM)

2" HW

(5 GPM)

2" HW

(10 GPM)

2" HW

(15 GPM)

2" HW

(20 GPM)

2" HW

(5 GPM)

2" HW

(5 GPM)

2" HW

(10 GPM)

2" HW

(25 GPM)

2" HW

(30 GPM)

2" HW

(5 GPM)

2" HW

(10 GPM)

2" HW

(25 GPM)

2" HW

(20 GPM)

2" HW

(15 GPM)

2" HW

(10 GPM)

2" HW

(25 GPM)

2" HW

(20 GPM)

2" HW

(15 GPM)

2" HW

(10 GPM)

2" HW

(40 GPM)

2" HW

(20 GPM)

2" HW

(15 GPM)

2" HW

(10 GPM)

2" HW

(15 GPM)

2" HW

(20 GPM)

4" HW

(180 GPM)

2 1/2" HW

(65 GPM)

3" HW

(130 GPM)

2" HW

(25 GPM)

2" HW

(25 GPM)

2" HW

(35 GPM)

2" HW

(15 GPM)

2" HW

(20 GPM)

2" HW

(30 GPM)

2" HW

(25 GPM)

2" HW

(35 GPM) 2" CW

(40 GPM)

2" HW

(25 GPM)

2" CW

(30 GPM)

2" HW

(10 GPM)

2" HW

(15 GPM)

2" CW

(15 GPM)

2" CW

(20 GPM)

1/2" CA

1/2" CA1/2" CA

1/2" CA

1/2" CA1/2" CA

1/2" CA

1/2" CA 1/2" CA

1/2" CA

1 1/2" CA

1 1/4" CA

1" CA 3/4" CA

4" HW

FILTER PIT SEWAGE

EJECTOR PIT

SI-1 SI-1

2" VENT THROUGH WALL WITH

DOWNWARD FACING ELBOW

(CORING BY PC)

FCO

FISH LAB

C-104

INVERT LAB

C-104B

ELECTRICAL

C-104A

INVERT LAB

C-104C

OFFICE

C-104D

DIAGNOSTIC LAB

C-104E

PREP/STORAGE

C-104F

R10

R11

R12

R13

R14

R15

R16

R17

R18

R19

R20

R21

R22

R23

R24

R25

R26

R39

R38

R37

R36

R35

R34

R33

R32

R31

R30

R29

R28

R27

INSTALL PIPING BY EASTERN

WALL ABOVE EXISTING SILL

INSTALL PIPE ABOVE O.H.

DOOR OPENING

12"x12" XSA

FD-1

5 5