RFP SC-23-586 Addendum 3.pdf

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Ames Laboratory RFP SC-23-586 ADDENDUM NUMBER 3

ADDENDUM NUMBER 3

ADDENDUM DATE: 6/1/2023

PROJECT: RFP SC-23-586 Magnet Test Bed Remodel

PROPOSAL DUE DATE: 6/9/2023 at 4:00 p.m. CST

ADDENDUM ISSUED DATE: 6/1/2023

The information contained in this Addendum modifies, supplements, or replaces information contained in the Bidding Documents dated 5/5/2023 and is hereby made a part of the Contract Documents.

Acknowledge receipt of this Addendum with your proposal submission

Addendum consists of 6 pages and 10 pages of attachments.

ADDENDUM INDEX

GENERAL ITEMS: None.

APPLICABLE TO THE PROJECT SPECIFICATIONS: Items 1 thru 11.

APPLICABLE TO THE DRAWINGS: Items 12 thru 19.

ADDITIONAL ACCEPTABLE PRODUCTS AND SYSTEMS None.

ATTACHMENTS:

Specification Section 00 74 13 – Project Requirements 2 pages.

Drawing Sheets:

G-001 – Architectural Legend and Details.

A-101 – Level 1 – Architecture PL101 – Level 1 – Plumbing Plan MD101 – Level 1 – Mechanical Demolition Plan MH101 – Level 1 and Roof – HVAC Plans E-101 – Level 1 – Power and Fire Alarm Floor Plan E-501 – One Line Diagram T-101 – Level 1 – Telecom and Security Floor Plan

APPLICABLE TO THE PROJECT SPECIFICATIONS

1. 00 74 13 – PROJECT REQUIREMENTS

1.1 Add Section.

2. 01 10 00 – SUMMARY

2.1. Section 1.3.B – Change to: “Refer to Section 00 74 13 – PROJECT REQUIREMENTS.”

3. 09 06 00 – SCHEDULE OF FINISHES

3.1. Section 3.2.B – Add: “RESIN = RESINOUS FLOORING (09 67 23).”

3.2. Section 3.3.A – Change to: “RB-1 = RESILIENT BASE – RESILIENT BASE (09 65 00).”

4. 09 60 01 – FLOOR PATCHING AND LEVELING

4.1. Add Section 1.2:

“1.2 WORK BY OWNER

a All work included in this section will be performed by Owner. Refer to Section 00 74 13

– Project Requirements.”

4.2. Revise subsequent section numbering accordingly.

5. 09 67 23 – RESINOUS FLOORING

5.1. Add Section 1.2:

A. All work included in this section will be performed by Owner. Refer to Section 00 74 13 – Project Requirements.”

5.2. Revise subsequent section numbering accordingly.

6. 23 07 19 – HVAC PIPING INSULATION

6.1. Add Article 1.2:

A. All work included in this section will be performed by owner. Refer to Section 00 74 13 –

6.2. Revise subsequent section numbering accordingly.

7. 23 09 23 – INSTRUMENTATION AND CONTROLS FOR HVAC

7.1. Add Article 1.2:

7.2. Revise subsequent section numbering accordingly.

8. 23 21 13 – HYDRONIC PIPING

8.1. Add Article 1.2:

B. All work included in this section will be performed by owner. Refer to Section 00 74 13 –

8.2. Revise subsequent section numbering accordingly.

9. 23 21 16 – HYDRONIC PIPING SPECIALTIES

9.1. Add Article 1.2:

9.2. Revise subsequent section numbering accordingly.

10. 23 36 00 – AIR TERMINAL UNITS

10.1. Add Article 1.2:

10.2. Revise subsequent section numbering accordingly.

11. 23 09 23 – INSTRUMENTATION AND CONTROLS FOR HVAC

11.1. Add Section 1.2:

All work included in this section will be performed by Owner. Refer to Section 00 74 13 – Project Requirements.”

11.2. Revise subsequent section numbering accordingly.

APPLICABLE TO THE DRAWINGS

12. DRAWING SHEET G-001 – ARCHITECTURAL LEGEND AND DETAILS

12.1. Revise Sheet title:

“ARCHITECTURAL LEGEND AND DETAILS”

12.2. Detail A6:

12.2.1. Add Detail: : FLOOR – RESINOUS TO VCT

12.2.2. SHEET NOTE LEGEND, ADD

12.3. Detail B6:

12.3.1. Add Detail: FLOOR – RESINOUS TO CONC

12.3.2. Add KEYNOTE LEGEND.

13. DRAWING SHEET A-101 – LEVEL 1 – ARCHITECTURE

13.1. DOOR SCHEDULE, Revise:

13.1.1. DR 160A.1 DOOR MATL: “IP”

13.2. ROOM FINISH SCHEDULE, Revise:

13.2.1. RM 160A FLOOR FINISH: “RESIN”.

13.2.2. NOTE 3:

“3. PAINT ALL UNPAINTED DUCTWORK, PIPING, CONDUIT, ETC. TO MATCH THE WALL,

CEILING, OR RAILING THEY RUN PARALLEL TO. DO NOT PAINT BRICK.”

13.2.3. NOTE 11:

“11. FILL THEN PREPARE CONCRETE FLOOR FOR FINISH FLOORING.”

13.3. DOOR, PANEL TYPES, Revise:

13.3.1. Type C:

13.3.1.1. “08 11 13.B2”

13.3.1.2. “IP = INSULATED METAL PANEL”

13.4. SHEET NOTE LEGEND, Revise NOTE N2:

“N2 ALL CASEWORK (12 35 53.B-G): OFOI – GC COORDINATE”

13.5. DETAIL A4: LEVEL 1 – ARCHITECTURE, Add DETAIL CALLOUTS:

13.5.1. “A6 / G-101”

13.5.2. “B6 / G-101”

14. DRAWING SHEET PL101 – LEVEL 1 – PLUMBING PLAN

14.1. Change Keyed Note 2 symbol to Keyed Note 3 symbol at Arc Cast Machine (vicinity

Column Line La-14).

14.2. Add Keyed Note 3:

“3. REMOVE TEMPORARY CONNECTIONS AND ROUTE NEW ½” COMPRESSED AIR PIPING

AND 1/2" FLEXIBLE PLASTIC COMPRESSED AIR PIPING TO EQUIPMENT.”

15. DRAWING SHEET MD101 – LEVEL 1 – MECHANICAL DEMOLITION PLAN

15.1. Add Note: “ALL WORK ON THIS SHEET BY OWNER”

16. DRAWING SHEET MH101 – LEVEL 1 AND ROOF – HVAC PLANS

16.1. Detail A1, Add Note: “VERTICAL SUPPORT BY OWNER.”

16.2. Revise Detail A2: Extent of exhaust ductwork by owner indicated by halftone ductwork.

16.3. Revise Detail A3: Extent of exhaust ductwork by owner indicated by halftone ductwork.

16.4. Revise Variable Volume General Exhaust Terminal Unit Schedule, Remark 1. See attached.

16.5. Revised Keyed Notes:

16.5.1. Keyed Note 2: See attached.

16.5.2. Keyed Note 5: See attached.

16.5.3. Keyed Note 8: See attached.

17. DRAWING SHEET E-101 – LEVEL 1 POWER AND FIRE ALARM FLOOR PLAN

17.1. Add Keyed Note 7 symbol near Arc Cast equipment (vicinity Column Line Lb-14).

17.2. Add Keyed Note 7:

“7. Three (3) three-phase circuits to panel PF23 and one (1) one-phase circuit to panel LF-39 for Arc Cast equipment are Owner Furnished, Owner Installed. Reconnect circuit to new panel LF-39.”

18. DRAWING SHEET E-501 – ONE-LINE DIAGRAM

18.1. Panel PD480:

18.1.1. Breaker O2 – Change feeder note to: “4-500 MCM & #3G IN EXISTING 3” C.”

18.1.2. Breaker O2 – Change panel note to: “OWNER FURNISHED/OWNER

INSTALLED PANEL.”

19. DRAWING SHEET T-101 – LEVEL 1 – TELECOM AND SECURITY FLOOR PLAN

19.1.1. Change General Note C:

“C FURNISH (2) CABLES TO EACH DATA OUTLET UNLESS OTHERWISE INIDCATED

ON DRAWINGS. OWNER TO INSTALL, TEST, AND TERMINATE ALL CABLES.”

19.1.2. Keyed Note 1.

“1 DATA CABLES FROM ROOOM 160A WILL TERMINATE AT OWNER’S RACK IN THIS

LOCATION.”

19.1.3. Change Keyed Note 3.

“3 OWNER TO INSTALL, TERMINATE, AND TEST CABLES FURNISHED BY

CONTRACTOR. (TYP)”

Issued 6/1/2023

BBS 22066 PROJECT REQUIREMENTS

Ames Laboratory 00 74 13-1 MD Magnet Testbed Addendum 3

SECTION 00 74 13

PROJECT REQUIREMENTS

1. DEFINITIONS

a. Long Lead Items: Laboratory Casework.

b. Critical Laboratory Equipment: Arc Cast equipment.

2. SUMMARY OF WORK

a. General Description of Work:

1) Project consists of renovations and new work in Metals Development Rooms 160 and 160A to facilitate the installation of new laboratory equipment and support infrastructure.

2) Alternates: None.

3) Allowances: None.

4) Unit Prices: None.

b. Work by Owner: Owner will self-perform work or contract directly with others (outside the requirements of these Contract Documents) to facilitate the early procurement of long-lead products and installation of critical laboratory equipment in Room 160A. Refer to Drawings and Specifications listed. Inclusion of a Drawing or Specification Section in this list does not infer that all work on that Sheet or Section is by Owner. In some cases, work depicted is required by both Owner and Contractor. Contractor will work around, protect, and facilitate continued operation of critical laboratory equipment during the project and protect Owner installed finishes during construction.

1) Flooring:

a. Drawing Sheet G-001:

a) Detail A6: FLOOR – RESINOUS TO VCT

b) Detail B6: FLOOR – RESINOUS TO CONC

b. Drawing Sheet A-101:

a) Room Finish Schedule Note 11.

c. Specification Sections:

a) 09 60 01 – Floor Patching and Leveling.

b) 09 67 23 – Resinous Flooring.

2) Painting:

a. Drawing Sheet A-101:

a) Room Finish Schedule Notes 12, 13, and 14.

b. Specification Section:

a) 09 90 00 – Painting and Coating.

b) 09 01 90.52 – Maintenance Repainting.

3) Mechanical:

a. Drawing Sheet MD101:

a) All work shown on this sheet - exhaust duct demolition.

b. Drawing Sheet MP100:

a) All work shown on this sheet – process chilled water piping.

c. Drawing Sheet MP101:

a) All work shown on this sheet – process chilled water piping.

d. Drawing Sheet MH101:

a) 10” exhaust ductwork and accessories from Arc Cast equipment to tie-in to exhaust ductwork on roof. This includes tee fittings and caps in ductwork for connections to ductwork installed under this contract.

b) 4” Schedule 40 relief pipe from Arc Cast equipment, through roof.

c) Work shown in Detail A2, connecting to new ductwork to existing ductwork penetrating roof. Work includes Exhaust Terminal Unit and controls.

d) Slotted Steel Strut shown mounted to wall in Detail A1 to support exhaust ductwork at wall. (Cable tray and conduit work under this Contract).

e. Specification Section:

a) 23 07 19 – HVAC Piping Insulation.

b) 23 09 23 – Instrumentation and Controls for HVAC

BBS 22066 PROJECT REQUIREMENTS

Ames Laboratory 00 74 13-2 MD Magnet Testbed Addendum 3

c) 23 21 13 – Hydronic Piping

d) 23 21 16 – Hydronic Piping Specialties

e) 23 36 00 – Air Terminal Units

4) Electrical:

a. Drawing Sheet ED101:

a) Demolition of existing panels PF23A & PF23B, including feeders.

b. Drawing Sheet ED501:

a) Demolition of existing panels PF23A & PF23B, including feeders.

c. Drawing Sheet E-101:

a) Installation of new panel PF23, reconnection of existing circuits to AHU, Exhaust Fan, and Elevator, and connection of three new circuits to Arc Cast equipment.

d. Drawing Sheet T-101:

a) Installation, termination and testing of data circuits. (Data cabling product furnished under this Contract.)

c. Constructor Supervision and Coordination:

1) Laboratory Casework:

a. Products and Installation by Owner’s vendor, including blocking.

b. Contractor to coordinate equipment delivery and installation by Owner’s vendor to coordinate with overall construction schedule and adjacent construction.

i. Contractor to supervise installation in order to avoid damage to space and

Contractor’s new work.

ii. Contractor scheduling shall not unnecessarily delay project or installation of new laboratory casework.

END OF SECTION

ALIGNALIGN

AB

AC

ACI

ACT

AD-#

ADJ

AE-#

AF-#

AFF

AFG

AGG

AHU

AHU-#

AIC

ALT

ALUM

AMP

ANCH

ANSI

APPROX

ARCH

AS REQ'D

ASD

ASHRAE

ASTM

ATS

ATTEN

ANCHOR BOLT

ALTERNATING CURRENT

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL CEILING TILE

AREA DRAIN - (MECH)

ADJACENT

AIR ELIMINATION DEVICE

AIR FITTING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AGGREGATE

AIR HANDLING UNIT - (ARCH)

AIR HANDLING UNIT - (MECH)

AMPS INTERRUPTING CAPACITY

ALTERNATE

ALUMINUM

AMPERE

ANCHOR

AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROXIMATE

ARCHITECTURAL

AS REQUIRED

ALLOWABLE STRESS DESIGN

AMERICAN SOCIETY OF

HEATING, REFRIGERATING, &

AIR CONDITIONING ENGINEERS

AMERICAN SOCIETY FOR

TESTING & MATERIALS

AUTOMATIC TRANSFER SWITCH

ATTENUATION

B-#

BB

BD

BFA-#

BFU-#

BLDG

BLK

BLKG

BM

BM

BOC

BOT

BRG

BTU

BTUH

BUR

BOILER

BALLED AND BURLAPPED

BOARD

BACKFLOW ASSEMBLY

BOILER FEED UNIT

BUILDING

BLOCK

BLOCKING

BENCH MARK (ARCH, CIVIL)

BEAM (STRUC)

BOTTOM OF CURB

BOTTOM

BEARING

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

BUILT-UP ROOFING

STANDARD ABBREVIATIONS

A

B

C C-#

CAB

CB

CB-#

CCTV

CCW-#

CDX-#

CF-#

CFM

CFOI

CG

CH-#

CHC

CHKBD

CI

CIP

CJ

CKT

C/B

CLG

CLR

CMT

CMU

CNTR

CO

COL

COMM

CON-#

CONC

CONST

CONT

COORD

CORR

CPH-#

CPT

CR

CR-#

CRE-#

CRH-#

CRI-#

CRP-#

CRU-#

CSK

CT

CT

CT-#

CTR

CU-#

CUH

CUH-#

CW

CONDUIT (ELEC)

CONDENSER (MECH)

CABINET

CATCH BASIN (ARCH)

CATCH BASIN (MECH)

CLOSED CIRCUIT TELEVISION

CHILLED WATER COIL

COIL, DX

CARBON DIOXIDE FITTING

CUBIC FEET PER MINUTE

CONTRACTOR FURNISHED, OWNER

INSTALLED

CORNER GUARD

CHILLER

COIL, HEATING

CHALK BOARD

CAST IRON

CAST IN PLACE

CONTROL JOINT

CIRCUIT

CIRCUIT BREAKER

CEILING

CLEAR

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNITY

COUNTER

CLEAN OUT

COLUMN

COMMUNICATION

CONVECTOR

CONCRETE

CONSTRUCTION

CONTINUOUS

COORDINATE, COORDINATED

CORRIDOR

COIL, PREHEAT

CARPET

COLD ROLLED (STRUC)

CARD READER (ELEC)

COIL, EXHAUST RECLAIM

COIL, REHEAT

COIL, INTAKE RECLAIM

CONDENSATE RETURN PUMP

COMPUTER ROOM UNITY

COUNTERSINK

CERAMIC TILE (ARCH)

CURRENT TRANSFORMER (ELEC)

COOLING TOWER (MECH)

CENTER, CENTERED

CONDENSING UNIT

CABINET UNIT HEATER (ARCH)

CABINET UNIT HEATER (MECH)

COLD WATER, DOMESTIC

C

DA-#

DBL

DC

DC-#

DD-#

DDC

DEMO

DEPT

DF

DF-#

DIA

DIAG

DIM

DISP

DN

DWG

DS

DTL

DWC-#

DWH-#

DEAERATOR

DOUBLE

DIRECT CURRENT (ELEC)

DRY COOLER (MECH)

DECK DRAIN

DIRECT DIGITAL CONTROL

DEMOLITION

DEPARTMENT

DRINKING FOUNTAIN (ARCH)

DRINKING FOUNTAIN (MECH)

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DOWN

DRAWING

DOWNSPOUT

DETAIL

DRINKING WATER CHILLER (MECH)

DOMESTIC WATER CHILLER (MECH)

D

E

EA

EC-#

ECB

ED-#

EEW-#

EF

EF-#

EFC-#

EIFS

EJ

ELEV

EMERG

ENAM

ENCL

EP

EQ

EQUIP

ES-#

ET-#

EVC-#

EW

EW-#

EWC

EWC-#

EWS-#

EXH

EXIST

EXP

EXPS

EXT

ELECTRICAL

EACH

EXHAUST, CEILING MOUNTED

ENCLOSED CIRCUIT BREAKER (ELEC)

EXHAUST, DUCT MOUNTED

EMERGENCY EYE WASH

EACH FACE

EXHAUST, FLOOR MOUNTED

EVAPORATIVE FLUID COOLER

EXTERIOR INSULATION & FINISH SYSTEM

EXPANSION JOINT

ELEVATION

EMERGENCY

ENAMEL

ENCLOSURE

ELECTRICAL PANELBOARD

EQUAL

EQUIPMENT

EMERGENCY SHOWER

EXPANSION TANK

EVAPORATIVE CONDENSER

EACH WAY (STRUC)

EXHAUST, WALL MOUNTED (MECH)

ELECTRIC WATER COOLER (ARCH)

ELECTRIC WATER COOLER (ELEC)

EMERGENCY WASH STATION

EXHAUST

EXISTING

EXPANSION

EXPOSED

EXTERIOR

E

F-#

FA

FACP

FB-#

FC-#

FCU

FCU-#

FD

FD-#

FDN

FE

FE-#

FEC

FH

FH

FHC

FIN

FIXT

FL

FLASH

FLEX

FLG

FLOUR

FLR

FO

FPC-#

FPS

FPT-#

FR-#

FS-#

FSK-#

FT

FTG

FTR-#

FURR

FURNACE

FUSED AT

FIRE ALARM CONTROL PANEL

FILTER/FILTER BANK

FAN, CEILING MOUNTED

FAN COIL UNIT (ARCH)

FAN COIL UNIT (MECH)

FLOOR DRAIN (ARCH)

FLOOR DRAIN (MECH)

FOUNDATION

FIRE EXTINGUISHER

FAN, EXHAUST (MECH)

FIRE EXTINGUISHER CABINET

FIRE HYDRANT (CIVIL)

FLAT HEAD (STRUC)

FIRE HOSE CABINET

FINISH FLOOR

FIXTURE

FLOW LINE

FLASHING

FLEXIBLE

FLANGE (STRUC)

FLUORESCENT

FLOOR

FIBER OPTIC

FIRE PROTECTION CABINET

FEET PER SECOND

FAN POWERED TERMINAL

FAN, RELIEF

FAN, SUPPLY

FLOOR SINK

FEET/FOOT

FOOTING

FINNED TUBE RADIATOR

FURRING

F

G

G, GND

GA

GALV

GB

GC

GF-#

GFI

GL

GPM

GYP

GYP BD

GAS

GROUND

GAGE

GALVANIZED

GRADE BEAM

GENERAL CONTRACTOR

GAS FITTING

GROUND FAULT INTERRUPTER

GLASS

GALLONS PER MINUTE

GYPSUM

GYPSUM WALLBOARD

G

H-#

HB

HB-#

HC

HDWD

HDWR

HEX-#

HM

HOA

HORIZ

HP

HP

HP-#

HSS

HT

HTG

HTR

HW

HY

HZ

HUMIDIFIER

HOSE BIB (ARCH)

HOSE BIB (MECH)

HOLLOW CORE

HARDWOOD

HARDWARE

HEAT EXCHANGER

HOLLOW METAL

HAND OFF AUTOMATIC

HORIZONTAL

HIGH POINT (CIVIL, STRUCT)

HORSEPOWER (MECH)

HOUR

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HEATER

HOT WATER, DOMESTIC

HYDRANT

HERTZ

H

IBC

ID

IG

IN

INSUL

INV

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

ISOLATED GROUND

INCH

INSULATION, INSULATED

INVERT

I

JAN

JB

JST

JT

JANITOR

JUNCTION BOX

JOIST

JOINT

J

KCMIL

KO

KVA

KW

THOUSAND CIRCULAR MILL

KNOCK OUT

KILOVOLT AMPERES

KILOWATTS

K

L-#

LAM

LAV

LCP

LDC

LGMF

LLH

LLV

LP

LP

LRFD

LT WT CON

LT-#

LVR

LVT

LAVATORY (MECH)

LAMINATE

LAVATORY (ARCH)

LIGHTING CONTROL PANEL

LOAD DISTRIBUTION CABINET

LIGHT GAGE METAL FRAMING

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOW POINT (CIVIL, STRUCT)

LIQUID PETROLEUM GAS (MECH)

LOAD & RESISTANCE FACTOR DESIGN

LIGHT WEIGHT CONCRETE

LAVATORY TRIM

LOUVER

LUXURY VINYL TILE

L

MACH

MAN

MAU-#

MAX

MB

MB-#

MCC-#

MDF

MDO

MECH

MEMB

MEZZ

MFG

MH

MH-#

MIN

MISC

MO

MPH

MS

MTC

MTD

MTL

MTR

MUL

MACHINE

MANUAL

MAKE-UP AIR UNIT

MAXIMUM

MOP BASIN (ARCH)

MOP BASIN (MECH)

MOTOR CONTROL CENTER

MEDIUM DENSITY FIBERBOARD

MEDIUM DENSITY OVERLAY

MECHANICAL

MEMBRANE

MEZZANINE

MANUFACTURER

MANHOLE (ARCH)

MANHOLE (MECH)

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MILES PER HOUR

MOTOR STARTER

EMPTY CONDUIT

MOUNTED

METAL

MOTOR

MULLION

M

N, NEUT

N/A

NC

NEC

NF

NFPA

NIC

NO

NO

NOM

NTS

NEUTRAL

NOT APPLICABLE

NORMALLY CLOSED

NATIONAL ELECTRIC CODE

NON FUSED

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NORMALLY OPEN (ELEC)

NUMBER (GENERAL)

NOMINAL

NOT TO SCALE

N

OA

OC

OD

OD-#

OFCI

OFOI

OH

OPNG

OPP

OSB

OVER ALL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN (MECH)

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED,

OWNER INSTALLED

OVERHEAD

OPENING

OPPOSITE

ORIENTED STRAND BOARD

O

PCD-#

PCH-#

PCI

PCW-#

PDI-#

PDR-#

PDU-#

PF

PF-#

PFO-#

PHP-#

PHR-#

PHW-#

PIR-#

PL

PL

PLAM

PLYWD

PNL

PPB-#

PR

PRA-#

PRC-#

PRI

PRO-#

PRV-#

PSE-#

PSF

PSI

PST-#

PT

PT

PTN

PVC

PWR

PUMP, CONDENSATE DRAIN

PUMP, CHILLED WATER

PRECAST CONCRETE INSTITUTE

PUMP, CONDENSER WATER

PUMP, DEIONIZED WATER

PUMP, DRINKING WATER - DOMESTIC

POWER DISTRIBUTION UNIT

POWER FACTOR

FIRE PUMP

PUMP, FUEL OIL SYSTEM

PUMP, HEAT PUMP SYSTEM

PUMP, DOMESTIC WATER RECIRCULATING

PUMP, HEATING WATER

PUMP, IRRIGATION

PILOT LIGHT (ELEC)

PLATE (STRUC, ARCH)

PLASTIC LAMINATE

PLYWOOD

PANEL

PUMP, DOMESTIC PRESSURE BOOSTER

PAIR

PRESSURE REDUCING ASSEMBLY

PUMP, RECLAIM SYSTEM

PRIMARY

PUMP, REVERSE OSMOSIS

PRESSURE RELEASE VALVE

PUMP, SANITARY SEWAGE EJECTOR

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PUMP, STORM AND FOOTING DRAIN SUMP

POTENTIAL TRANSFORMER (ELEC)

POINT

PARTITION

POLYVINYL CHLORIDE

POWER

P

QT QUARRY TILE

Q

R R

RA

RB

RC

RC-#

RCP

RCP

RD

RD-#

RDR-#

REBAR

REF

REQ'D

RESIL

RF-#

RHW

RND

RO

RTU

RTU-#

RADIUS

RISER(S)

RETURN AIR

RESILIENT BASE

RESILIENT COVE BASE

RETURN, CEILING MOUNTED

REINFORCED CONCRETE PIPE (MECH)

REFLECTED CEILING PLAN (ARCH)

ROOF DRAIN (ARCH)

RETURN, DUCT MOUNTED

ROOF DRAIN RECEIVER

REINFORCING BAR

REFERENCE, REFER

REQUIRED

RESILIENT

RETURN, FLOOR MOUNTED

RECIRCULATING HOT WATER, DOMESTIC

ROUND

ROUGH OPENING

ROOF TOP UNIT (ARCH)

ROOF TOP UNIT (MECH)

R

S-#

SA

SA-#

SC-#

SCHED

SD-#

SECT

SF-#

SG-#

SH-#

SHT

SHT-#

SHTG

SIM

SPEC

SQ

SS

SS-#

ST-#

STD

STL

STRUC

SURF

SUSP

SW-#

SWBD

SWGR

SINK (MECH)

SUPPLY AIR

SOUND ATTENUATOR

SUPPLY, CEILING MOUNTED

SCHEDULE

SUPPLY, DUCT MOUNTED

SECTION

SUPPLY, FLOOR MOUNTED

STEAM GUN

SHOWER

SHEET (ARCH, STRUC)

SHOWER TRIM (MECH)

SHEATHING

SIMILAR

SPECIFICATION(S)

SQUARE

STAINLESS STEEL (ARCH) OR SANITARY

SEWER

SERVICE SINK (MECH)

SINK TRIM

STANDARD

STEEL

STRUCTURAL

SURFACE

SUSPENDED

SUPPLY, WALL MOUNTED

SWITCHBOARD

SWITCHGEAR

S

T T & G

TC-#

TD-#

TEL

TELECOM

TERR

TF

TF-#

THRU

TKBD

TOB

TOC

TOS

TS

T'STAT

TW-#

TYP

TREAD(S)

TONGUE AND GROOVE

TRANSFER GRILLE, CEILING MOUNTED

TRENCH DRAIN

TELEPHONE

TELECOMMUNICATIONS

TERRAZZO

TOP FLANGE (STRUC)

TRANSFER GRILLE, FLOOR MOUNTED

THROUGH

TACKBOARD

TOP OF BEAM

TOP OF CURB, TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

THERMOSTAT

TRANSFER GRILLE, WALL MOUNTED

TYPICAL

T

UH-#

UMC

UNO

UPC

UPS

UR-#

UNIT HEATER

UNIFORM MECHANICAL CODE

UNLESS NOTED OTHERWISE

UNIFORM PLUMBING CODE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

U

V V

VA

VAE-#

VAR-#

VAS-#

VAV

VB

VCP

VCT

VDT

VER

VERT

VEST

VF-#

VFD-#

VSF

VTR

VWC

VOLT(S) (ELEC)

VENT (MECH)

VOLT AMPERE

VARIABLE AIR EXHAUST TERMINAL UNIT

VARIABLE AIR RETURN TERMINAL UNIT

VARIABLE AIR SUPPLY TERMINAL UNIT

VARIABLE AIR VOLUME

VINYL BASE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VIDEO DISPLAY TERMINAL

VERIFY

VERTICAL

VESTIBULE

VACUUM FITTING

VARIABLE FREQUENCY DRIVE

VINYL SHEET FLOORING

VENT THRU ROOF

VINYL WALL COVERING

V

W W W/ W/O

WC-#

WD

WH

WH-#

WR

WT

WWF

WASTE (MECH)

WATTS (ELEC)

WITH

WITHOUT

WATER CLOSET

WOOD

WATER HEATER (ARCH)

WALL HYDRANT (MECH)

WATER RESISTANT

WEIGHT

WELDED WIRE FABRIC

W

STANDARD SYMBOLS

STANDARD MATERIALS LEGEND

12.22

12.22

12.22

12.22

1A

12.22

12.22

1A

2A

3A

4A

DETAIL

1/8" = 1'-0"

0' 2' 4' 8' 16'

SECTION MARK - SEE

SECTION 1 ON

SHEET 12.22

SECTION MARK - SEE

SECTION 1 ON

SHEET 12.22 -

DIRECTIONAL

DETAIL MARK - SEE

DETAIL 1 ON

SHEET 12.22

DETAIL MARK

WITH BUBBLE - SEE

DETAIL 1 ON

SHEET 12.22

ELEVATION MARK - SEE

ELEVATION 1 ON

SHEET 12.22

ELEVATION MARK - SEE

ELEVATION 1A, 2A, ETC. ON

SHEET 12.22

DRAWING TITLE -

NUMBER, NAME, AND

SCALE

GRAPHICAL SCALE

BREAK LINES

DATUM POINTSECOND LEVEL

12' - 5 1/2"

REVISION BUBBLE AND

REVISION TAG

SHEET NOTE MARK

WITH LEADER

A1

WOOD

INSULATION

FINISHES

PARTITION INDICATIONS

ELEVATION INDICATIONS

FINISHED WOOD

BATT OR LOOSE FILL

METAL STUD

CERAMIC TILE

CERAMIC TILE

RIGID INSULATION

WOOD BLOCKING -

CONTINUOUS

WOOD BLOCKING -

DISCONTINUOUS

MEDIUM DENSITY

FIBERBOARD

THIS IS A MASTER LIST. ALL ITEMS LISTED MAY NOT BE APPLICABLE TO THIS PARTICULAR PROJECT.

1B

WINDOW TAG

DOOR TAG

OFFICE

ROOM TAG -

ROOM NAME AND

ROOM NUMBER

BRICK

PLYWOOD

KEY NOTE MARK

WITH LEADER

XXXXX.X

WALL TYPE TAG

ACOUSTIC

CEILING TILE

GYPSUM BOARD

FOAMED IN PLACE

INSULATION

TROFFER LIGHT FIXTURE

RECESSED LIGHT FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST FAN

EXIT LIGHT

OCCUPANCY SENSOR

SMOKE DETECTOR

FIRE ALARM STROBE

SPRINKLER HEAD

S

OS

SECURITY CAMERA

PAGING SPEAKERS

WIRELESS ACCESS POINT

MD MOTION DETECTOR

WAP

ARCHITECTURAL LEGEND

EARTHWORKS

CONCRETE

MASONRY

METAL

EARTH /

COMPACT FILL

CONCRETE

FACE BRICK

STEEL /

OTHER METALS

CONCRETE

MASONRY UNIT

ALUMINUM

SAND

PRECAST CONCRETE

A1

SPOT ELEVATION12' - 5 1/2"

09 65 00.A2

09 67 23.A

09 65 00.B13

09 67 23.A1

09 67 23.A

09 67 23.A1

1" MIN

WHERE PRESENT

LOCATION OF

NEW WALL,

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/2

/2

:2

:4

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U s e rs

\M G a u l\ D o c u m e n ts

\R e v it

L o c a l F ile s \2

A m e s L a b M

D M a g n e t

T e s tb e d

A R

C H m a tt h e w g a u l.

rv t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

S T

B E

D

ARCHITECTURAL

LEGEND AND

DETAILS

M E

T A

L S

D E

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L O

P M

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L D

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P

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M E

L D

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IA

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L A

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A T

O R

Y

G-001

05.05.2023

3 ADD-03 05.30.2023

3" = 1'-0"A6 FLOOR - RESINOUS TO VCT

SHEET NOTE LEGEND

D1 DEMO DOOR AND FRAME

D2 DEMO, SEE MECHANICAL

D3 DEMO, SEE ELECTRICAL

N1 STOP RESILIENT BASE AT EXISTING CORNER GUARDS

N2 ALL CASEWORK (12 35 53.B-G): OFOI - GC COORDINATE

KEYNOTE LEGEND

09 65 00.A2 EXIST VINYL COMPOSITION TILE

09 65 00.B13 DIVIDER STRIP, MANUFACTURER

RECOMMENDED, STAINLESS

09 67 23.A EPOXY RESINOUS FLOORING

09 67 23.A1 KEY FLOORING INTO EXISTING CONCRETE

AS RECOMMENDED BY MANUFACTURER

3" = 1'-0"B6 FLOOR - RESINOUS TO CONC

A L

IG

NA

L

IG

N

9 12 14

N

M

L

MAGNET

TESTBED

160A

CORRIDOR

005-S16

La

Lb

160A

VTI GLOVE BOX

& Ai TUBE

FURNACE

VTI GLOVE BOX

& Ai TUBE

FURNACE

PULSED

MAGNETIZER

ARC 500

LABPILOT

M-JET 10

CIP ASSY

03 54 00.A

12 35 53.A

12 35 53.E

12 35 53.E

12 35 53.D1

12 35 53.D1

12 35 53.D2

A-101

D4

12 35 53.A

13' - 2" 13' - 2"

12 35 53.F

.0

12' - 0" 4' - 0"

MACHINE

SHOP

2' - 6"

F V

F V

A-101

D3

A-101

B

A-101

B

TYP

ARC 500ARC 500

26 24 1626 24 1626 24 1626 24 16

10 44 16.A1

N1N1

12 35 53.G2

06 10 00.A2

/2

160A.1

A-101

A3

6' - 6" FV

F

V

26 24 16

A-101

C3

A-101

C3

A-101

B3

A-101

B3

N2

N2

N2

N2

B6

G-001

B6

G-001

TYP

B6

G-001

A6

G-001

9 14

N

M

L

La

Lb

DEMO CEILING

GRID AND TILE

AS NECESSARY

TO BUILD NEW

WALL AND

MOUNT NEW

WALL TRACK

TO NEW WALL.

REUSE CEILING

TILES.

MACHINE

SHOP

D3D3D3D3D3

D1

D2

D3

EXISTING

FLOOR

DEPRESSION

DEMOLITION GENERAL NOTES

A. PERFORM DEMOLITION WITHOUT DAMAGE TO

ADJACENT RETAINED CONSTRUCTION. WHERE SUCH

DAMAGE OCCURS, PATCH, REPAIR, OR OTHERWISE

RESTORE TO ITS ORIGINAL CONDITION.

B. PATCH AND REPAIR ALL SURFACES ADJACENT TO

DEMOLISHED ITEMS AS REQUIRED TO MATCH FINISHED

ADJACENT CONSTRUCTION.

C. PATCH AND REPAIR ALL OPENINGS AND VOIDS LEFT BY

REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT,

PIPING, DUCTS, CONDUIT, ETC. AS REQUIRED TO

MATCH FINISHED ADJACENT.

D. PROVIDE TEMPORARY SHORING AS REQUIRED FOR

SELECTIVE DEMOLITION.

E. UNLESS SPECIFICALLY INDICATED OTHERWISE,

REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE

AND FOLLOW IOWA DNR AND LANDFILL PROCEDURES

TO PROPERLY SEPARATE AND DISPOSE OF MATERIALS

REMOVED FROM THE SITE.

F. PROVIDE ALL DEMOLITION AND DISPOSAL AS

REQUIRED FOR INSTALLATION OF NEW WORK AS

INDICATED, OR AS REASONBLY IMPLIED BY THESE

CONSTRUCTION DOCUMENTS.

G. STORE AND PROTECT ALL SALVAGED ITEMS NOTED OR

REQUESTED TO BE RETURNED TO OWNER.

COORDINATE WITH OWNER FOR THE LOCATION OF

STORAGE FOR SALVAGED ITEMS.

GENERAL NOTES

A. SCREENED (GRAY-TONE) LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN.

B. BOLD SOLID LINES INDICATE NEW CONSTRUCTION.

C. FIELD VERIFY EXISTING BUILDING CONDITIONS,

ELEVATIONS, AND DIMENSIONS PRIOR TO START OF

WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES

FOUND IN RELATION TO THE CONTRACT DOCUMENTS.

D. GENERAL CONTRACTOR SHALL COORDINATE WORK

OF ALL TRADES PRIOR TO STARTING ANY

DEMOLITION/CONSTRUCTION.

E. DO NOT SCALE DRAWINGS TO DETERMINE

DIMENSIONS. VERIFY ALL DIMENSIONS. IMMEDIATELY

REPORT ANY DISCREPANCIES TO THE ARCHITECT.

F. ALL DIMENSIONS ARE GIVEN TO THE FACE OF FINISHED

SURFACE, UNLESS NOTED OTHERWISE. ± DIMENSIONS

ALLOW FOR VARIATION DUE TO EXISTING CONDITIONS.

G. ALL DIMENSIONS TO EXISTING STRUCTURE/WALLS ARE

APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY.

H. PROTECT FROM DAMAGE ALL EXISTING

CONSTRUCTION TO REMAIN.

I. MAINTAIN THE BUILDING IN A WEATHER TIGHT

CONDITION AT ALL TIMES.

J. MAINTAIN OPERATION OF ALL EXISTING SERVICES AND

UTILITIES TO THE BUILDING. COORDINATE ANY

DISRUPTIONS OR DISCONTINUATIONS WITH THE

OWNER'S REPRESENTATIVE IN ADVANCE.

K. REFER TO AND COORDINATE WITH MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR EXTENT

OF ASSOCIATED DEMOLITION AND NEW WORK.

L. CONSULT ARCHITECT/STRUCTURAL ENGINEER FOR

ANY AND ALL LOCATIONS WHERE UNFORESEEN OR

UNUSUAL STRUCTURAL CONDITIONS EXIST.

M. PROVIDE BLOCKING AS REQUIRED IN WALLS FOR ALL

BASE AND WALL CABINETS, WALL-HUNG EQUIPMENT,

WALL-APPLIED DOOR HARDWARE, AND OWNER-

PROVIDED EQUIPMENT.

12 35 53.B2

12 35 53.B3

12 35 53.B1

12 35 53.B5

12 35 53.B6

12 35 53.B4

"4

12 35 53.C112 35 53.C1

12 35 53.C2

12 35 53.C112 35 53.C1

A-101

D3

12 35 53.B3

12 35 53.B2

12 35 53.B6

12 35 53.B5

12 35 53.G1 12 35 53.G1

12 35 53.G1

12 35 53.G3 12 35 53.G3

1" TYP

06 10 00.A2

12 35 53.G2

07 92 00.A107 92 00.A1

12 35 53.A 12 35 53.A

N2N2N2N2

N2

N2

ROOM FINISH NOTES:

1. WALL BASE ON NEW EAST WALL ONLY.

2. WALL BASE ON CASEWORK TOE-KICK AND VISIBLE SIDES.

3. PAINT ALL UNPAINTED DUCTWORK, PIPING, CONDUIT, ETC. TO MATCH THE WALL, CEILING, OR RAILING

THEY RUN PARALLEL TO. DO NOT PAINT BRICK. SEE ALSO NOTES 13 AND 14 BELOW FOR PAINTING TO BE

COMPLETED BY OWNER PRIOR TO WORK.

4. PROTECT FLOORING FROM DAMAGE WITH PLASTIC SHEETING TOPPED WITH RIGID HARDBOARD. TAPE

SEAMS. (MINIMUM PROTECTION REQUIRED).

WORK BY OWNER PRIOR TO BID ACCORDING TO DRAWINGS AND SPECIFICATIONS;

CONTRACTOR TO PROTECT FROM DAMAGE :

11. FILL THEN PREPARE CONCRETE FLOOR FOR FINISH FLOORING. APPLY FINISH FLOORING.

12. REMOVE PAINT FROM BRICKWORK THIS ROOM, INCLUDING INSIDE FACE OF OPENING IN WALL.

PAINT CORNER GUARDS AND LINTEL TO MATCH DOOR 160. DO NOT PAINT BRICKWORK.

13. RE-PAINT EXISTING CONSTRUCTION INCLUDING: WALLS, COLUMNS, CEILING, CRANE RAILS, DUCTWORK, PIPING, CONDUIT, ETC., BUT NOT LIGHT FIXTURES OR CRANE.

14. RE-PAINT INTERIOR OF OPENING TO LOADING DOCK, CRANE RAILS AND SUPPORTS, BALCONY, RAILINGS, LADDER, AND WEST FACE OF MEZZANINE DOOR AND DOOR FRAME TO MATCH DOOR 160.

A B

SEE SCHED

S E

E S

C H

E D

SEE SCHED

4" 4"

S E

E S

C H

E D

4" 4"

C

IP = INSULATED

METAL PANEL

SEE SCHED

S E

E S

C H

E D

08 11 13.B2

AL-1 HM-1

S E

E S

C H

E D

" 2"

SEE SCHED

2"

S E

E S

C H

E D

" 2"

SEE SCHED

2" 09 65 00.B5

07 92 00.A1

09 21 16.A

09 21 16.B

09 21 16.C09 21 16.C

09 65 00.B5

07 92 00.A1

CEILING AS SCHEDULED

08 11 13.B1

WALL TYPE, SEE PLAN

07 92 00.A107 92 00.A1

08 11 13.E3

WALL TYPE, SEE PLAN

07 92 00.A1

09 65 00.B509 65 00.B5

FLOOR ABOVE (SECTION)

COLUMN (PLAN)

(PLAN)

07 92 00.A1

08 11 13.E3

08 11 13.B2

WALL TYPE, SEE PLAN

07 92 00.A107 92 00.A1

07 91 00.A107 91 00.A1

08 11 13.H1

DOOR NOTES:

1. PROVIDE DOOR AND OR FRAME READY FOR FUTURE ELECTRIFIED HARDWARE.

05 50 00.A2

08 11 13.B2

07 91 00.A1

1/8" MIN

/2

08 11 13.B2

COUNTERSUNK

SCREWS, TYP

07 91 00.A1

05 50 00.A2

08 11 13.B2

07 91 00.A1

1/8" MIN

/2

07 91 00.A1

COUNTERSUNK

SCREWS, TYP

07 91 00.A2

WALL TYPE, EXISTING

07 92 00.A107 92 00.A1

08 43 00.A5

08 43 00.A13

08 43 00.A14

1/4"1/4"

/4

/4

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/2

/2

:2

:3

A

M

C

U s e rs

\M G a u l\ D o c u m e n ts

\R e v it

L o c a l F ile s \2

A m e s L a b M

D M a g n e t

T e s tb e d

A R

C H m a tt h e w g a u l.

rv t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

S T

B E

D

LEVEL 1 -

ARCHITECTURE

M E

T A

L S

D E

V E

L O

P M

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A-101

05.05.2023

1/4" = 1'-0"A4 LEVEL 1 - ARCHITECTURE N

N

9 17 35

L

C

A

KEY PLAN

DOOR SCHEDULE

DOOR NO ROOM KEY SIDE

DOOR FRAME

RATING

HARDWARE

DESCRIPTION COMMENTSWIDTH HEIGHT TYPE MATL QTY TYPE

160 160A 6' - 0" 7' - 0" B HM 2 HM-1 - 1 1, PNT-3

160A 005-S16 6' - 0" 7' - 0" A ALUM 2 AL-1 - 2 1

160A.1 160 8' - 0" 10' - 0" C IP 2 HM-1 - 1, PNT-3

1/4" = 1'-0"A1 LEVEL 1 - ARCHITECTURE DEMOLITION

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALLS

CEILING REMARKS (KEYED NOTES)NORTH EAST SOUTH WEST

160 MACHINE SHOP EXIST RB-1 EXIST EXIST EXIST PT-1 EXIST 1, 3

160A MAGNET TESTBED RESIN RB-1 PT-1 PT-1 PT-1 PT-1 PT-2 2, 3, 11, 12, 13, 14

1/4" = 1'-0"D4 ROOM 160A - ELEVATION NORTH

1/4" = 1'-0"

DOOR, PANEL TYPES

1/4" = 1'-0"

FRAME TYPES

3/4" = 1'-0"E4 WALL TYPE 1

1 1/2" = 1'-0"B3 HM DOOR HEAD / JAMB

1 1/2" = 1'-0"D3 GYP TO EXISTING

1 1/2" = 1'-0"B PANEL HEAD / JAMB

3 ADD-03 05.30.2023

1 1/2" = 1'-0"A3 PANEL MEETING

1 1/2" = 1'-0"A PANEL SILL

SHEET NOTE LEGEND

D1 DEMO DOOR AND FRAME

D2 DEMO, SEE MECHANICAL

D3 DEMO, SEE ELECTRICAL

N1 STOP RESILIENT BASE AT EXISTING CORNER GUARDS

N2 ALL CASEWORK (12 35 53.B-G): OFOI - GC COORDINATE

1 1/2" = 1'-0"C3 AL DOOR HEAD / JAMB

KEYNOTE LEGEND

03 54 00.A SELF LEVELING CONCRETE TOPPING

05 50 00.A2 STEEL CHANNEL

06 10 00.A2 2X BLOCKING FOR UPPER CABINETS,

COORDINATE WITH NEW SURFACE MOUNTED

CONDUIT ROUTED BEHIND CABINETS

07 91 00.A1 SINGLE SIDED COMPRESSIBLE FOAM TAPE

07 91 00.A2 DOUBLE SIDED COMPRESSIBLE FOAM TAPE

07 92 00.A1 SEALANT

08 11 13.B1 1 3/4" METAL DOOR

08 11 13.B2 1" INSULATED METAL PANEL

08 11 13.E3 5 3/4" DOUBLE RABBET HM DOOR FRAME

08 11 13.H1 REMOVEABLE GLAZING STOP METAL PANEL

08 43 00.A5 STOREFRONT DOOR FRAME

08 43 00.A13 STOREFRONT ALUMINUM TRIM

08 43 00.A14 ALUMINUM TRIM ANGLE

09 21 16.A 3-5/8" METAL STUDS

09 21 16.B BATT INSULATION

09 21 16.C 5/8" GYPSUM BOARD

09 65 00.B5 4" RESILIENT TOPSET BASE

10 44 16.A1 FIRE EXTINGUISHER, REMOVE AND REINSTALL

12 35 53.A EPOXY COUNTER WITH BACKSPLASH

12 35 53.B1 22" X 36", 31-3/4" HT FULL DOOR BASE CAB

12 35 53.B2 22" X 30", 31-3/4" HT FULL DOOR BASE CAB

12 35 53.B3 22" X 30", 31-3/4" HT 3 EQ DRAWER BASE CAB

12 35 53.B4 22" X 36", 34-3/4" HT FULL DOOR BASE CAB

12 35 53.B5 22" X 30", 34-3/4" HT FULL DOOR BASE CAB

12 35 53.B6 22" X 30", 34-3/4" HT 4 EQ DRAWER BASE CAB

12 35 53.C1 18" X 30", 30" HT HINGED FRAME WALL CAB

12 35 53.C2 18" X 30", 36" HT HINGED FRAME WALL CAB

12 35 53.D1 22" X 48", 84" HT HINGED DOOR FLOOR CAB

12 35 53.D2 22" X 48", 65" HT INSULATED SOLVENT CAB -

FOR FLAMMABLE SOLIDS

12 35 53.E 30" X 40" CART

12 35 53.F 6 CYLINDER GAS RACK

12 35 53.G1 FILLER PANEL, ALIGN WITH FACE OF COLUMN

12 35 53.G2 FILLER PANEL

12 35 53.G3 FILLER PANEL, SIDE OF BASE CABINET

26 24 16 ELECTRICAL PANEL, SEE ELECTRICAL

PLUMBING GENERAL NOTES:

A. PLUMBING ENTITIES DRAWN WITH THIS LINETYPE

( ) INIDICATES NEW WORK, UNLESS NOTED

OTHERWISE.

B. PLUMBING ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN, UNLESS

NOTED OTHERWISE.

C. DRAWINGS SHOWING LOCATIONS OF FIXTURES,

EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT

ACTUAL INSTALLATION CONDITIONS. DRAWINGS

SHOW THE GENERAL ARRANGEMENT OF ALL

PIPING, DUCTWORK, EQUIPMENT, ETC. AND MAY

NOT INCLUDE ALL OFFSETS AND FITTINGS, AS

REQUIRED. THE DRAWINGS SHALL BE FOLLOWED

AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL

PERMIT.

D. PLUMBING CONTRACTOR SHALL COORDINATE ALL

PLUMBING PIPING WITH ALL DUCTWORK AND

OTHER TRADES PRIOR TO COMMENCEMENT OF

WORK.

E. FURNISH AND INSTALL PLUMBING PRODUCTS IN

COMPLIANCE WITH LOCAL BUILDING CODES AND

THE AUTHORITY HAVING JURISDICTION, AND IN

ACCORDANCE WITH GENERALLY ACCEPTED

INDUSTRY STANDARDS AND PRACTICES AND

MANUFACTURER'S RECOMMENDATIONS.

F. VERIFY ACTUAL LOCATIONS OF FIXTURES AND

DRAINS.

G. SEQUENCE DOMESTIC WATER, GAS, AND

SANITARY PIPING WORK TO MINIMIZE DISRUPTION

TO EXISTING BUILDING.

9 12 14 17

N

M

Lb

La

L

MAGNET TESTBED

160A

CORRIDOR

005-S16

1/2" A

EX 1/2" A

EX 4" ST

EX 1/2" A

EX 1/2" A

EX 4" ST UP

TO RD

TUBE

FURNACE

GLOVE BOX

TUBE

FURNACE

GLOVE BOX

PULSE

MAGNETIZER

JET MILL

ARC

CAST

EX 1/2 A CONNECTION

EX 1/2" A CONNECTION

AND VALVE

1/2" A

RM 160

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/2

/2

:5 :4

A

M

C

U se rs \E

K o n ra d \D o c u m e n ts

\R e v it

L o ca l F ile s\

A m e s

L a b M

D M a g n e t

T e s tb e d

M E

C H e ko n ra d M

C L T

(R e c o ve ry rv t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

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B E

D

P

A M

M E

L D

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M E

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IA

LEVEL 1 -

PLUMBING

PLAN

M E

T A

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O P

M E

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B L

D G

A M

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L A

B O

R A

T O

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PL101

05.05.2023

KEYED NOTES

1 ROUTE 1/2" COMPRESSED AIR PIPING DOWN TIGHT TO

WALL TO APPROXIMATELY 36" AFF. PROVIDE SHUTOFF

VALVE AT FLEXIBLE PIPING CONNECTION.

2 ROUTE 1/2" FLEXIBLE PLASTIC COMPRESSED AIR

PIPING FROM THIS POINT TO EQUIPMENT.

3 DISCONNECT TEMPORARY FLEXIBLE PLASTIC

COMPRESSED AIR PIPING AND INSTALL AS SHOWN.

1/4" = 1'-0"A3 LEVEL 1 - PLUMBING PLAN KEY PLAN

N

1 ADD#03 05.30.2023

TUBE FURNACE - - - -

GLOVE BOX (3) 1" @ 36" AFF - - -

JET MILL (1) 4" @ 24" AFF - (1) 1/4" @ 24" AFF -

ARCAST (1) 4" @ 120"... (1) 4" @ 120" AFF (1) 1/4" @ 96" AFF 1-1/4" @ 82" AFF

NAME EXHAUST AIR RELIEF AIR COMPRESSED AIR PROCESS WATER

LABORATORY EQUIPMENT CONNECTION SCHEDULE

9 12 14 17

N

M

Lb

La

L

MAGNET TESTBED

160A

CORRIDOR

005-S16

EX 48"x8" SA UP EX 48"x8" SA UP EX 48"x8" SA UP

EX 10"Ø EAEX 48"x16" OA

EX 42"x20" SA EX 42"x16" SA EX 32"x16" SA

ER 10"x10" EA

EX 10"Ø EA

2 EX RETURN GRILLE

EX 10" EA

THROUGH ROOF

EX 10"Ø EA

EX 10"Ø EA

EX 4"Ø EA

MECHANICAL DEMOLITION GENERAL NOTES:

A. MECHANICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INIDICATES EXISTING TO BE DEMOLISHED,

UNLESS NOTED OTHERWISE.

B. MECHANICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN, UNLESS

NOTED OTHERWISE.

C. DRAWINGS SHOWING LOCATIONS OF FIXTURES,

EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT

ACTUAL INSTALLATION CONDITIONS. DRAWINGS

SHOW THE GENERAL ARRANGEMENT OF ALL

PIPING, DUCTWORK EQUIPMENT, ETC. AND MAY

NOT INCLUDE ALL OFFSETS AND FITTINGS AS

REQUIRED. THE DRAWINGS SHALL BE FOLLOWED

AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION

AND THE WORK OF OTHERS WILL PERMIT.

D. REMOVE HANGERS, SUPPORTS AND FASTENERS

FOR EXISTING PIPING INDICATED ON DRAWINGS TO

BE REMOVED.

E. MECHANICAL CONTRACTOR SHALL COORDINATE

ALL PIPING WITH ALL OTHER TRADES, PRIOR TO

COMMENCEMENT OF WORK.

RM 160

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/2

/2

:5 :4

A

M

C

U se rs \E

K o n ra d \D o c u m e n ts

\R e v it

L o ca l F ile s\

A m e s

L a b M

D M a g n e t

T e s tb e d

M E

C H e ko n ra d M

C L T

(R e c o ve ry rv t

22066

ISSUE FOR BID

M D

M A

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B E

D

P

A M

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S

IA

LEVEL 1 -

MECHANICAL

DEMOLITION

PLAN

M E

T A

L D

E V

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O P

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N T

B L

D G

A M

E S

L A

B O

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T O

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MD101

05.05.2023

1/4" = 1'-0"A3 LEVEL 1 - HVAC DEMOLITION PLAN

KEYED NOTES

1 REMOVE DUCTWORK TO THIS POINT AND CAP BY

OWNER.

2 REMOVE DUCTWORK TO ROOF PENETRATION.

PREPARE FOR NEW CONNECTION.

KEY PLAN

N

1 ADD#03 05.30.2023

ALL WORK ON THIS

SHEET BY OWNER

9 12 14 17

M

Lb

La

L

MAGNET TESTBED

160A

CORRIDOR

005-S16

EX 32"x16" SAEX 42"x20" SA EX 42"x16" SA

EX 48"x16" OA EX 48"x24" OA

EX 24"x24" OA

EX 10"Ø EA

EX 10"Ø EA

EX 10"Ø EA

EX. 48"x8" SA UP EX. 48"x8" SA UP EX. 48"x8" SA UP

EX 46"x36" OA

4"Ø EA

EX 36"x8" RA

14"x10" RW-1

(@ 12" AFF)

14"x10" RW-1

(@ 96" AFF)

EX RETURN GRILLE

EX 10" EA

THROUGH

ROOF

CIP

EX 28"x28" EA

TUBE

FURNACE

GLOVE BOX

TUBE

FURNACE

GLOVE BOX

4"Ø EA

10"Ø EA

PULSE

MAGNETIZER

JET MILL

ARC

CAST

EX DUST

COLLECTOR

A2

MH101 EX 46"x36" OA

3 2

CAP AT WALL

BALANCE TO 30 CFM

BALANCE TO 490 CFM

BALANCE TO 10 CFM

BALANCE TO

10 CFM

4"Ø EA

1' - 4"

1' - 6"

4"Ø EA

4"Ø EA

GEV-1

(BY OWNER)

MECHANICAL GENERAL NOTES:

A. MECHANICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INIDICATES NEW WORK, UNLESS NOTED

OTHERWISE.

B. MECHANICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN, UNLESS

NOTED OTHERWISE.

C. DRAWINGS SHOWING LOCATIONS OF FIXTURES,

EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT

ACTUAL INSTALLATION CONDITIONS. DRAWINGS

SHOW THE GENERAL ARRANGEMENT OF ALL

PIPING, DUCTWORK EQUIPMENT, ETC. AND MAY

NOT INCLUDE ALL OFFSETS AND FITTINGS AS

REQUIRED. THE DRAWINGS SHALL BE FOLLOWED

AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION

AND THE WORK OF OTHERS WILL PERMIT.

D. VERIFY SIZE AND LOCATION OF EXISTING PIPING,

APPURTENANCES, FIXTURES AND EQUIPMENT AS IT

RELATES TO NEW WORK.

E. CAREFULLY CAULK ALL PIPE AND DUCT

PENETRATIONS OF FULL HEIGHT WALLS,

PARTITIONS, FLOOR AND ROOF ASSEMBLIES. THIS

IS ESSENTIAL TO PREVENT NOISE FROM GOING

FROM ONE ROOM TO ANOTHER AND TO PROVIDE

THE DESIRED NC LEVELS WITHIN THE ROOMS.

F. MECHANICAL CONTRACTOR SHALL COORDINATE

ALL PIPING & DUCTWORK WITH ALL OTHER TRADES,

PRIOR TO COMMENCEMENT OF WORK.

G. SUPPORT ALL UTILITIES IN ROOM 160A FROM WALL,

FLOOR, OR COLUMNS UNLESS OTHERWISE NOTED.

NO UTITILIES SHALL BE SUPPORTED FROM THE

CEILING TO MAINTAIN OPERATION OF EXISTING

CRANE HOIST.

RM 160

9 12 14 17

N

M

Lb La

L

EX 10"Ø EA

EX 10"Ø EA

EX EF

EX 10"Ø EA

EX ROOF SUPPORT

METAL FRAMING

SYSTEM SUPPORT

WALL/COLUMN

DUCT

CONDUIT

(COORDINATE

WITH ELECTRICAL)

CABLE TRAY

COORDINATE

WITH ELECTRICAL

FLOOR LEVEL

'0

A F

F

(C O

O R

D

IN

A T

E E

X A

C T

H E

IG

H

T

W

IT

H E

X

IS

T

IN

G C

O N

D

IT

IO

S

D O

T H

E R

T R

A D

E S

VERTICAL SUPPORT

BY OWNER APPROX. 3'0" TALL

WALL/COLUMN

CONDUIT, COORD W ELEC

C O

O R

D

IN

A T

E E

X A

C T

H E

IG

W

IT

H E

X

IS

T

IN

G C

O N

D

IT

IO

D O

T H

E R

T R

A D

E S

M

A

IN

T A

IN

S

A M

E H

E

IG

R

O U

G H

O U

T R

O O

M

A

F F

M

A X

CRANE RAIL BEAM

AND BRACKET

DUCT

METAL FRAMING

SYSTEM SUPPORT

CABLE TRAY, COORD W ELEC

STEEL SUPPORT CABLE

SPLAY CABLES EAST AND WEST

FOR LATERAL STABILITY

DUCT, CONDUIT, ETC.

ON CANTILEVER NOT

SHOWN FOR CLARITY

N

12' - 5 3/8"

SECOND FLOOR

24' - 0"

HIGH ROOF

26' - 8"

TOP OF PARAPET

10"Ø EA

10"Ø SA

8"Ø EA

EX 32"x16" SAEX 10"x10" EA

GEV-1

10"Ø EA

4"Ø EA

MH101

C1

EX CRANE

RAIL

(BY OWNER)

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

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F

B

1 2 3 4 5 6 7 8

/2

/2

:5 :5

A

M

C

U se rs \E

K o n ra d \D o c u m e n ts

\R e v it

L o ca l F ile s\

A m e s

L a b M

D M a g n e t

T e s tb e d

M E

C H e ko n ra d M

C L T

(R e c o ve ry rv t

22066

ISSUE FOR BID

M D

M A

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P

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L D

R A

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IA

LEVEL 1 AND

ROOF - HVAC

PLANS

M E

T A

L D

E V

E L

O P

M E

N T

B L

D G

A M

E S

L A

B O

R A

T O

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MH101

05.05.2023

1/4" = 1'-0"A3 LEVEL 1 - HVAC PLAN

DIFFUSER, REGISTER & GRILLE SCHEDULE

DESIGNATION MANUFACTURER MODEL DESCRIPTION MATERIAL

FRAME

BORDER FINISH REMARKS

RW-1 PRICE 535L SINGLE DEFLECTION GRILLE WITH 1/2" BLADE SPACING STEEL FLUSH WHITE -

KEYED NOTES

1 CONNECT NEW 10" EXHAUST AIR AT EXISTING 12"X12"

EXHAUST AIR THROUGH ROOF.

2 ROUTE DUCTWORK STACKED ON WALL AT

APPROXIMATELY 13'6" WITH PIPING AND CONDUIT.

COORDINATE WITH OTHER TRADES.

3 ROUTE NEW EXHAUST DUCTWORK ON WALL BEHIND

EXISTING. COORDINATE WITH OTHER TRADES.

4 CONTRACTOR SHALL PROVIDE WALL SUPPORTED

CABLE TRAY STRUCTURE BOLTED TO EXISTING

HOLLOW CMU WALL. HATCHED REGION INDICATES

APPROXIMATE DIMENSIONS OF TRAY. COORDINATE

DIMENSIONS WITH OTHER TRADES. TRAY SHALL BE

ABLE TO SUPPORT 250 LBS OF CABLING AND DUCT.

CONTRACTOR SHALL DESIGN ALL STRUCTURE

ASSOCIATED WITH TRAY AND WALL SUPPORT AND

PROVIDE SEALED ENGINEERING CALCULATIONS FOR

THE DESIGNED ELEMENTS.

5 BY OWNER: ROUTE 4" SCHEDULE 40 STEEL RELIEF

PIPE THROUGH ROOF. MAXIMUM LENGTH OF PIPE

SHALL BE THIRTY (30) FEET WITH MAXIMUM OF TWO

(2) 90 DEGREE ELBOWS. TERMINATE PIPE WITH A 45

DEGREE ELBOW AND BIRD SCREEN APPROXIMATELY

36" ABOVE ROOF. PROVIDE WARNING SIGN READING

"BURST DISK RELIEF. MAINTAIN MINIMUM 10'0"

DISTANCE FROM DISCHARGE."

6 OFFSET DOWN TO EQUIPMENT CONNECTION.

7 OFFSET DOWN TO OWNER PROVIDED SUPPORT

ABOVE EQUIPMENT.

8 BY OWNER: CONNECT TO EXISTING DUCT CURB

THROUGH ROOF. ROUTE DUCTWORK AS SHOWN AND

CONNECT TO DUCT AT EXISTING ENDCAP. SUPPORT

DUCT FROM ROOF AS REQUIRED VIA SUPPORT

MATCHING EXISTING ROOF SUPPORT WITH 4X4 (FIELD

VERIFY) CONCRETE BASE.

KEY PLAN

N

REMARKS

1. -

1/8" = 1'-0"E5 HIGH ROOF - HVAC PLAN

A1

WALL UTILITY

SUPPORT DETAIL

1 ADD#03 05.30.2023

VARIABLE VOLUME GENERAL EXHAUST TERMINAL UNIT SCHEDULE

DESIGNATION MANUFACTURER MODEL

INLET SIZE

(IN.)

MAXIMUM

AIRFLOW

(CFM)

MINIMUM

AIRFLOW

(CFM) REMARKS

GEV-1 PRICE RDV 8 800 125 1

REMARKS

1. BAS SUB-CONTRACTOR (BY OWNER) SHALL CONTROL GEV-1 TO A CONSTANT AIRFLOW. FINAL AIRFLOW

SHALL BE SET AT BALANCING. PROVIDE AIRFLOW READOUT ON BAS SYSTEM FRONT-END. ALARM WHEN AIRFLOW IS LESS THAN 20% (adj.) OF BALANCED AIRFLOW.

TUBE FURNACE - - - -

GLOVE BOX (3) 1" @ 36" AFF - - -

JET MILL (1) 4" @ 24" AFF - (1) 1/4" @ 24" AFF -

ARCAST (1) 4" @ 120"... (1) 4" @ 120" AFF (1) 1/4" @ 96" AFF 1-1/4" @ 82" AFF

NAME EXHAUST AIR RELIEF AIR COMPRESSED AIR PROCESS WATER

LABORATORY EQUIPMENT CONNECTION SCHEDULE

1/4" = 1'-0"C1

CANTILEVERED UTILITY

SUPPORT DETAIL

1/4" = 1'-0"A2

EXHAUST AIR

TRANSITION TO ROOF

J J J J J J

GENERAL NOTES:

A. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES NEW WORK, UNLESS

NOTED OTHERWISE.

B. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN,

UNLESS NOTED OTHERWISE.

C. COORDINATE FINAL LOCATIONS OF EQUIPMENT-

MOUNTED CONVENIENCE RECEPTACLES WITH

OWNER AT ROUGH-IN.

D. INTERCEPT ALL EXISTING 120V CIRCUITS

SPECIFICALLY NOTED (CONVENIENCE RECEPTS &

GENERAL USE DEVICES) LOCATED IN MACHINE

SHOP 160 AND RETERMINATE EXISTING

CONDUCTORS ON NEW 1P-20A BREAKER IN PANEL

LF-43. NOTE CIRCUITS ON NEW PANEL SCHEDULES

AT PROJECT CLOSEOUT.

2 4 7 9 12 14 17

N

M

Lb

La

L

PF-23LF-39LF-43

JET MILL

ARC MELTER

PF-24

DC POWER

SUPPLY 1

DC POWER

SUPPLY 2

INDUCTION POWER

CONTROL POWER

PF-23- 1,3,5

PF-23- 2,4,6

PF-23- 7,9,11

LF-39- 1

LF-39- 27

LF-39- 2

LF-39- 3

LF-39- 4

LF-39- 5

LF-39- 6

LF-39- 7

LF-39- 8

LF-39- 9

PF-23- 8,10,12

PF-23- 13,15,17

LF-39- 12

PULSED

MAGNETIZER

PF-23- 14,16,18

MACHINE SHOP

MAGNET TESTBED

160A

162 162A

LF-43- 1,3,5

PF-24- 1,3,5

PF-24- 2,4,6

LF-43- 7,9,11

LF-43- 8,10,12

LF-43- 2,4,6

LF-43- 14,16,18

LF-43- 13,15,17

LF-39- 16,18,20

LF-39- 17,19,21

PF-23- 19,21,23

+48" +48" +48"

+48"

+48"

+48"

+48"

LF-39- 24

159E-101

E1

WATER FOUNTAIN

OWNER FURNISHED

OWNER INSTALLED

PANEL PF-23

LF-39- 15

LF-39- 10

LF-39- 11,13

NEMA L5-20C

NEMA L6-20C

LF-39- 26,28

NEMA L5-20C

NEMA L6-20C

LF-39- 25

LF-39- 14

VACUUM PUMP

TUBE FURNACE

VACUUM PUMP

TUBE FURNACE

4 4

MD 160AMD 160

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

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B

1 2 3 4 5 6 7 8

/4

/2

:2 :0

P

M

C

U s e rs

\B R h o d e s \D o c u m e n ts

\R e v it

L o c a l F ile s \2

A m e s L a b M

D M a g n e t

T e s tb e d

E L E

C b rh o d e s V

G U

Y B

.r v t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

S T

B E

D

05.05.2023

LEVEL 1 -

POWER AND

FIRE ALARM

FLOOR PLAN

M E

T A

L S

D E

V E

L O

P M

E N

T B

L D

G

P

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M E

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IA

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Y

E-101

VACUUM PUMP 1200 1 120 10.0 20A LF-39

GLOVE BOX 2

TUBE FURNACE 5500 1 208 26.4 35A LF-39

PULSED MAGNETIZER 1 SINGLE POINT CONNECTION 20785 3 480 25.0 40A PF-23

NETZCH JET MILL 1 SINGLE POINT CONNECTION 13302 3 480 16.0 20A PF-23

CONTROL POWER 3600 1 120 30.0 30A LF-39

INDUCTION POWER 17000 3 480 20.4 25A PF-23

DC POWER SUPPLY 2 73000 3 480 87.8 110A PF-23

ARCCAST ARC 500 1

DC POWER SUPPLY 1 73000 3 480 87.8 110A PF-23

EQUIPMENT QUANTITY CONNECTION LOAD (VA) PHASE VOLTAGE (V) AMPS BREAKER SIZE PANEL

LAB EQUIPMENT - ELECTRICAL REQUIREMENTS

1/4" = 1'-0"A1 LEVEL 1 - POWER & FIRE ALARM PLAN

1/2" = 1'-0"E1 ENLARGED PLAN - GLOVE BOX CIRCUITING

KEYED NOTES

1 INTERCEPT EXISTING CRANE CIRCUIT AND

RETERMINATE ON NEW PANEL LF-39 VIA NEW

DISCONNECT AS SHOWN. PROVIDE 3-#12, #12G, 3/4"

C. AS REQUIRED.

2 INTERCEPT EXISTING DUST COLLECTOR CIRCUIT

AND RETERMINATE ON NEW PANEL PF-23 VIA NEW

STARTER DISCONNECT AS SHOWN. PROVIDE 3-#12,

#12G, 3/4" C. AS REQUIRED.

3 DISCONNECT MOUNTED ON EAST WALL OF MD 159,

APPROXIMATELY 15' EAST OF THIS LOCATION.

4 ROUTE ALL CIRCUITS ON GLOVE BOX TO SINGLE

LOCATION AT UTILITY SUPPORT LADDER AS SHOWN.

PROVIDE 24" OF SEO CABLE WITH

MATCHING NEMA PLUG FOR EACH CIRCUIT SHOWN

FROM JUNCTION BOX. COORDINATE WITH

MECHANICAL FOR ROUTING ON UTILITY LADDER.

5 SUSPEND SEOW CORDS FROM JUNCTION BOXES AT

OVERHEAD MOUNTING FOR CONDUIT AND

DUCTWORK TO GLOVEBOX. PROVIDE PROPER

STRAIN RELIEF AT TOP.

6 PROVIDE ONE #10 AWG GROUND WIRE FROM

ARCAST SYSTEM FRAME TO GROUND BUS OF

PANEL PF-23. BOND TO 1/2" CONDUIT WITH

GROUNDING BUSHING AND ROUTE WITH OTHER

CONDUITS FROM MACHINE TO PANEL.

KEY PLAN

7 THREE (3) THREE-PHASE CIRCUITS TO PANEL

PF23 AND ONE (1) ONE-PHASE CIRCUIT TO PANEL

LF-39 FOR ARC CAST EQUIPMENT ARE OWNER

FURNISHED, OWNER INSTALLED. RECONNECT

CIRCUIT TO NEW PANEL LF-39.

1 ADD #03 05/30/2023

LF-39

RM 160A

PF-24

RM 160A

NEW 4-4/0 & 1-#4G IN

NEW 2-1/2" C.

NEW 4-4/0 & 1-#4G IN

NEW 2-1/2" C.

NEW 4-4/0 & 1-#4G IN

EXISTING 3-1/2" C.

AM

AM

800A/3P-225A800A/3P-225A

800A/3P-400A800A/3P-225A

800A/3P-225A800A/3P-200A

800A/3P-225A800A/3P-200A

1200A/3P-600A800A/3P-250A

800A/3P-250A800A/3P-225A

800A/3P-250A [240A (.4)]800A/3P-225A

800A/3P-250A800A/3P-250A

800A/3P-250A800A/3P-250A

1600A/3P-1000A800A/3P-225A [250A (.9)]

800A/3P-225A [250A (.9)] 800A/3P-400A

800A/3P-200A [250A (.8)] 800A/3P-480A [600A (.8)]

800A/3P-225A [250A (.9)] 800A/3P-250A

800A/3P-200A [250A (.8)] 800A/3P-200A [250A (.8)]

800A/3P-200A [250A (.8)] 800A/3P-250A

4000A/3P-2400A [4000A (.6)]

800A/3P-225A [250A (.8)]

800A/3P-250A

800A/3P-250A

800A/3P-125A [250A (.5)]

800A/3P-225A [400A (.56)]

800A/3P-200A [250A (.8)]

800A/3P-125A

800A/3P-370A [600A (.63)]

800A/3P-360A [400A (.9)]

800A/3P-250A

800A/3P-250A

800A/3P-250A

800A/3P-250A

800A/3P-250A

800A/3P-250A

800A/3P-375A [600A (.63)]

800A/3P-125A [250A (.5)]

800A/3P-250A

800A/3P-250A

800A/3P-250A

800A/3P-600A

800A/3P-250A

1600A/3P-1250A [1600A (.8)]

AM

AM

P.T.FUSE

C.T.

P.T.FUSE

(T2)

EF-2 VFD

EF-1 VFD

163 DISC. (2)

164 DISC. (2)

(T7)

(T1)

(T3)

(T1)

(T3)

160 DISC. (7)

160 DISC. (6)

282 DISC. (1)

160 DISC. (17)

164 DISC. (1)

159 DISC. (2)

160 DISC. (2)

160 DISC. (8)

160 DISC. (9)

160 DISC. (15)

160 DISC. (13)

160 DISC. (14)

160 DISC. (11)

160 DISC. (12)

GROUND

LF-40

RM 187

LF-17

RM 148 4#3/0

2-1/2"C

4#250MCM

2-1/2"C

LF-16

RM 131 4#3/0

2-1/2"C

4#3/0 2-1/2"C

LF-38

RM 190

4#3/0 2-1/2"C

4#4/0 3"C

LF-15

CORR.

LF-37

RM 177

BUSDUCT RM 187

LF-30

LF-11

RM C28 4#250MCM (2) 4#300 MCM

3"C

BUSDUCT RM 187

LF-29

LF-10

RM 150 4#3/0

2-1/2"C

4#4/0 3"C

LF-9

CORR. 4#3/0

2-1/2"C

4#4/0 3"C

BUSDUCT RM 167C

LF-27

4#4/0 3"C

LF-26

RM 1804#4/0

3"C

BUSDUCT RM 244

LF-25

LF-6

RM 199 4#3/0

2-1/2"C

1000A BUS

BUSDUCT RM 244

LF-24

LF-5

RM 244 4#3/0

2-1/2"C

LF-24

CORR. C27

BUSDUCT RM 244

LF-23

LF-4

RM 290

LF-23

CORR. C27(2) 4#4/0

2-1/2"C

LF-4B

RM 290 4#3/0 2-1/2"C

4#3/0 (RH)

2-1/2"C

BUSDUCT RM 244

LF-22

4#3/0 2-1/2"C

4#3/0

2-1/2"CLF-22

CORR. C274#4/0

3"C

LF-3

RM 296

4#3/0 2-1/2"C

(2) 4#2/0

LF-2

4#3/0 2-1/2"C

LF-1

RM C23RM. 202 CORR.

N E

U T

R A

L

A

B U

S

30'

4160V

DELTA

1000KVA

208Y/120V 3P, 4W

T

8 SETS #750MCM

A

A

4160V FROM RM B5

HVS

RM 244

GROUND

REMOVABLE LINK

REMOVABLE LINK

SPARE

PF-21

RM 150B3#400MCM

PF-19

RM 2443#3/0

1-1/4"C

PF-18

RM 150A3#1

1-1/4"C

PF-17

RM 1483#1

1-1/4"C

PF-16

RM 131(2) 4#3/0

BUSDUCT RM 135

PF-14

BUSDUCT RM 150

PF-13

BUSDUCT RM 150

PF-12

BUSDUCT RM 187

PF-11

BUSDUCT RM 199

PF-10

3#4/0 2-1/2"C

(2) 4#3/0 2-1/2"C

PF-8

RM 131

PF-6 MCC-AC

RM 2403#2

1-1/4"C

3#4/0 (RH)

2-1/2"C

BUSDUCT RM 244

PF-1

N E

U T

R A

L

A

B U

S

C.T.

4160V DELTA

750KVA

480Y/277V 3P, 4W

80°C RISE

5.4%IMPEDANCE

AT 100%

A

A

4160V FROM RM B5

120/208V 3PH, 4W277/480V 3PH, 4W

3#2

3#2

M1

Q1

P2

3#350MCM

PF-8 MCC

RM 131

M3 PF-9

RM 177

P3

3#4/0 2-1/2"C

P4

3#4/0 2-1/2"C

N3

3#4/0 2-1/2"C

3#4/0 2-1/2"C

N4

3#4/0 2-1/2"C

PF-14 MCC

RM 135

3#3/0

M2

O2

N2

Q4

O1

M4

P1

Q2

R3

3#2

3#2

F4B1

RM. 102CORR.

H1B3

L1E1

K2D2

H3E2

(2) 4#3/0 2-1/2"C

A1E4

I4D1

J4E3

LF-27 #1

RM 180

LF-27 #2

RM 180

LF-28

RM 161

J3F3

J1F2

A2F1

LF-30 #2

RM 190

LF-30 #3

RM 190

K3D3

I3D4

4#4/0 3"C

LF-15A

CORR.

I2G3

H2G2

LF-25A

RM 290

LF-25B

CORR. C27

4#3/0

PD

T

HVS

RM 244

PD

4#3/0 2-1/2"C

4#3/0 2-1/2"C

4-#4

3#6

3#6

3#6 3#122#123#10

3#12

2#6

3#10

3#12

3#12

3#12

N1

Q3

R1

R2

SPARE

LF-21

RM. 224

EM-PD

SPARE

800A/3P-225A [250A (.9)]800A/3P-225A [250A (.9)]

LF-41

RM 187

LF-18

RM 156 4#3/0

2-1/2"C

K4G1

800A/3P-225A [250A (.9)]800A/3P-225A [250A (.9)]

LF-42

RM 157

LF-19

RM b-4 4#3/0

2-1/2"C

I1B4

BUSDUCT RM 131

PF-15

O4

800A/3P-250A

PF-20

RM B-1

ELEVATOR

SPARE

SPARE

SPARE

SPARE

800A/3P-400A800A/3P-200A

BUSDUCT RM 187

LF-31

LF-12A

RM 203

H4C1

800A/3P-250A800A/3P-200A [250A (.8)]

BUSDUCT RM 150

LF-32

LF-13

RM 229

L2C2

800A/3P-250A800A/3P-200A [250A (.8)]

BUSDUCT RM 150

LF-33

LF-13A

RM 229

L4B2

800A/3P-250A800A/3P-200A [250A (.8)]

BUSDUCT RM 135

LF-34

LF-14

RM 103

L3C4

800A/3P-240A [600A (.4)]800A/3P-200A [250A (.8)]

BUSDUCT RM 131

LF-35

LF-14A

RM 103

K1C3

800A/3P-250A

BUSDUCT RM 131

LF-36

J2

LF-43

RM 160

160 DISC. (16)

800A/3P-250A

G4

SPARE

PF-23

RM 160

4- 500 MCM & #3G IN 3" C.

257A EXHAUST

DISC.

257A AHU-15

DISC.

160 DISC. (10)

3#12

3#10

3#12

159 DISC. (1)

OWNER FURNISHED / OWNER INSTALLED

PANEL. CONTRACTOR TO REMOVE TEMP

CIRCUITS AND COMPLETE CONNECTION OF

CIRCUITS RELOCATED FROM OLD PANEL AT

THIS LOCATION.

GENERAL NOTES:

A. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES NEW WORK, UNLESS

NOTED OTHERWISE.

B. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN,

UNLESS NOTED OTHERWISE.

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/4

/2

:2 :0

P

M

C

U s e rs

\B R h o d e s \D o c u m e n ts

\R e v it

L o c a l F ile s \2

A m e s L a b M

D M a g n e t

T e s tb e d

E L E

C b rh o d e s V

G U

Y B

.r v t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

S T

B E

D

05.05.2023

ONE-LINE

DIAGRAM

M E

T A

L S

D E

V E

L O

P M

E N

T B

L D

G

P

A M

M E

L D

R A

M E

S

IA

A M

E S

L A

B R

A T

O R

Y

E-501

EXTEND AND RECONNECT

EXISTING CIRCUITS

EXTEND AND RECONNECT EXISTING

CIRCUITS

EXTEND AND RECONNECT

EXISTING CIRCUITS

1 ADD #03 05/30/2023

4-500 MCM & #3G IN EXISTING 3” C.

DP

DP

C R

ML

ML

R X

9 12 14 17

N

M

Lb La

L

K

J

H

G

F

E

D

C

6"x2" CT

3" C.

D-RINGS

BOTH SIDES.

4" C. TO B3

MAGNET TESTBED

160A

D

C

B3

4" C. FROM LEVEL 1

MD 160A

MD B3

GENERAL NOTES:

A. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES NEW WORK, UNLESS

NOTED OTHERWISE.

B. ELECTRICAL ENTITIES DRAWN WITH THIS LINETYPE

( ) INDICATES EXISTING TO REMAIN,

UNLESS NOTED OTHERWISE.

C. PROVIDE (2) CABLES TO EACH DATA OUTLET

UNLESS OTHERWISE INDICATED ON DRAWINGS.

D. PROVIDE CONDUIT FROM ALL DATA OUTLETS

SHOWN TO CABLE TRAY. ROUTE ALL NEW CABLES

TO MD B3 TELECOM RACK.

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

/8

/4

/2

/4

A

/2

24x36

2 3 4 5 6 7

C

D

E

F

B

1 2 3 4 5 6 7 8

/4

/2

:2 :1

P

M

C

U s e rs

\B R h o d e s \D o c u m e n ts

\R e v it

L o c a l F ile s \2

A m e s L a b M

D M a g n e t

T e s tb e d

E L E

C b rh o d e s V

G U

Y B

.r v t

22066

ISSUE FOR BID

M D

M A

G N

E T

T E

S T

B E

D

05.05.2023

LEVEL 1 -

TELECOM

AND

SECURITY

FLOOR PLAN

M E

T A

L S

D E

V E

L O

P M

E N

T B

L D

G

P

A M

M E

L D

R A

M E

S

IA

A M

E S

L A

B R

A T

O R

Y

T-1011/8" = 1'-0"1 LEVEL 1

1/4" = 1'-0"2 BASEMENT KEY PLAN

KEYED NOTES

1 TERMINATE NEW DATA OUTLETS SHOWN IN

160A TO RJ45 PANELS IN THIS LOCATION.

COORDINATE WITH OWNER FOR JACK

LABELING REQUIREMENTS.

2 OWNER PROVIDED CORE DRILL AND CONDUIT

SLEEVE WITH GROUNDING BUSHING AT +100"

AFF (MINIMUM) AND BELOW 140" AFF.

3 OWNER INSTALLED DATA CABLING.

CONTRACTOR TO TERMINATE AND TEST (TYP).

4 6" X 2" WIRE BASKET CABLE TRAY MOUNTED

AT BOTTOM OF SUPPORTS PROVIDED FOR

MECHANICAL PIPING AND CONDUITS IN THIS

AREA. APPROX 12'0" AFF. COORDINATE WITH

OTHER TRADES. AVOID CONFLICTS WITH

EXISTING OVERHEAD CRANE AND OTHER

EXISTING UTILITIES.

5 LOCKS, CARD READER, DOOR POSITION

SWITCHES, AND REQUEST TO EXIT DEVICE

WIRING TO SPARE PORT ON EXISTING DOOR

CONTROLLER IN ROOM 157. PROVIDE POWER

SUPPLIES AS REQUIRED. CARD READER TO

BE SOFTWARE HOUSE MODEL SWH-5100.

VERIFY PART NUMBERS AND COORDINATE

PROGRAMMING AND STARTUP WITH OWNER'S

SECURITY VENDOR (PER MAR SECURITY).

SYSTEM JUNCTION BOXES TO BE LOCATED IN

ROOM 160A (SECURE) SIDE, NOT LOCATED IN

CORRIDOR.

1 ADD #03 05/30/2023

DATA CABLES FROM ROOOM 160A WILL

TERMINATE AT OWNER’S RACK IN THIS

LOCATION.

FURNISH (2) CABLES TO EACH DATA OUTLET UNLESS

OTHERWISE INIDCATED ON DRAWINGS. OWNER TO

INSTALL, TEST, AND TERMINATE ALL CABLES.

OWNER TO INSTALL, TERMINATE, AND TEST

CABLES FURNISHED BY CONTRACTOR. (TYP)

1. 00 74 13 – PROJECT REQUIREMENTS
1.1 Add Section.
2. 01 10 00 – SUMMARY
“1.2 WORK BY OWNER
a All work included in this section will be performed by Owner. Refer to Section 00 74 13 – Project Requirements.”

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