Attachment 7-1 Pages 1-62 from 3-5-207C Dwg IFBr2.pdf

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

WILSON ST...............6 AM TO 6 PM

PINE ST.....................6 AM TO 8 PM

KAUTZ RD..................6 AM TO 6 PM

BATAVIA RD..............6 AM TO 8 PM

ON SITE CONST. ROUTES

SITE BOUNDARY LINES

LEGEND

ENTRANCE

BATAVIA RD.

(LOAD LIMIT-6 TONS)

NOTE: APPROPRIATE I.D. IS REQUIRED

TO ENTER ANY OPEN GATE

ENTRANCE

(NO ACCESS)

EOLA RD.

(MAJOR DELIVERIES

ONLY - NO GENERAL

CONSTRUCTION

TRAFFIC)

ENTRANCE

KAUTZ RD.

CONSTRUCTION

TO RT. 59

TO HWY 59

HOURS

CDF

SW

ENSONF

AR

M

R D

FE

LD

O

TT

R D

EO

LA

R D.

PROJECT

AREA

PROJECT NO. 3-5-207

1" = 400'

LOCATION PLAN

NTS

VICINITY PLAN

HWY. 56 BUTTERFIELD RD.

RING RD.

PROJECT

NORTH

E S

W

PR

O

JEC

T

N O

R

TH

E

S

W

HOLTER RD

PINE ST. (OUT)

ROAD

A

-1

ROAD

A

-2

FA

R

N

SW

O R

TH

PINE ST. (IN)(NO TRUCKS)

LEON M. LEDERMAN

SCIENCE & EDUCATION

TO

IN

TE

R

ST

AT

E I-8

MAIN

KA

U

TZ

R

D

CENTER

LABORATORY

CENTRAL

AREA

PINE ST.

ENTRANCE

MAIN

INJECTOR

KAUTZ RD.

SUBSTATION

WILSON ST.

ENTRANCE

KI

R

K R

D

. ROAD B

BATAVIA RD.

RECEIVING

BURLINGTON NORTHERN R.R.

WILSON ST.

SITE

CONSTRUCTION ENTRANCE

C O

M M

O N

W

EA

LT

H

E D

IS

O

N P

O W

ER

L

IN

ES

BATAVIA RD. AREA ROAD D

ROAD

A

HWY 38 ROOSEVELT RD.

VILLAGE

FERMILAB

EL

G

IN

J

O

LI

ET

E

AS

TE

R

N R

.R

WILSON ST.

ROAD

C

INDUSTRIAL

AREA

FIXED

TARGET

LOCKED

GATE

RAILYARD

STORAGE

MAIN RING

WILSON HALL

CENTRAL

LABORATORY AREA

FEYNMAN

COMPUTING

CENTER

FEEDERS

KRS SUBSTATION

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

T

FO

R C

O N

ST

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U C

TI

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

Ju n

, 2

- 2 :4

4P M

A ut oD es k D oc s:

\A R

U P\

-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

IP

M od el s\ G

G en er al \0

Sh ee ts

\G 1-

3- 5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

D. GURALCHUK

H. LOBO

R. SIERRA

R. TANDEL

NTS

3-5-207

GENERAL

JU

N

E

, 2

G-1COVER SHEET

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

GENERAL DRAWING INDEX

DWG NO. TITLE SCALE

G-1 GENERAL - COVER SHEET NTS

G-2 GENERAL - SHEET INDEX NTS

ARCHITECTURAL DRAWING INDEX

DWG NO. TITLE SCALE

AG-001 ARCHITECTURAL - ABBREVIATIONS & SYMBOLS NTS

AG-002 ARCHITECTURAL - CODE MATRIX NTS

AD-001 ARCHITECTURAL - FIRST FLOOR DEMOLITION PLAN 1/4" = 1'-0"

A-101 ARCHITECTURAL - BASEMENT & FIRST FLOOR PLAN 1/4" = 1'-0"

A-102 ARCHITECTURAL - ROOF PLAN 1/4" = 1'-0"

A-201 ARCHITECTURAL - EXTERIOR ELEVATIONS 1/4" = 1'-0"

A-301 ARCHITECTURAL - BUILDING SECTIONS 1/4" = 1'-0"

ELECTRICAL DRAWING INDEX

DWG NO. TITLE SCALE

E-2 ELECTRICAL - 345/13.8kV SINGLE LINE NTS E-3 ELECTRICAL - 345/13.8kV SINGLE LINE NTS E-4 ELECTRICAL - 13.8kV & 480V SINGLE LINE NTS

E-6 ELECTRICAL - METERING & RELAYING DIAGRAM T-85 NTS

E-7 ELECTRICAL - METERING & RELAYING DIAGRAM T-86 NTS

E-8 ELECTRICAL - METERING & RELAYING DIAGRAM T-87 NTS

E-9 ELECTRICAL - METERING & RELAYING DIAGRAM T-88 NTS

E-10 ELECTRICAL - THREE LINE DIAGRAM 345kV LINE NTS

E-11 ELECTRICAL - THREE LINE DIAGRAM T85 & T86 NTS

E-12 ELECTRICAL - THREE LINE DIAGRAM T87 NTS

E-13 ELECTRICAL - THREE LINE DIAGRAM T88 NTS

E-15 ELECTRICAL - 345kV BREAKER CB119 SCHEMATIC CLOSE NTS E-16 ELECTRICAL - 345kV BREAKER CB119 SCHEMATIC TRIP NTS E-17 ELECTRICAL - 345kV BREAKER CB119 AUX POWER NTS E-18 ELECTRICAL - 345kV BREAKER CB119 STATUS & ALARM NTS E-19 ELECTRICAL - 345kV CB WIRING DIAGRAM NTS

E-20 ELECTRICAL - DC S/D MOD 119-1 NTS

E-21 ELECTRICAL - DC S/D MOD 119-2 NTS

E-22 ELECTRICAL - DC S/D MOD 119-3 NTS

E-23 ELECTRICAL - MOD 85 SCHEMATIC AND WIRING NTS

E-24 ELECTRICAL - MOD 86 SCHEMATIC AND WIRING NTS

E-25 ELECTRICAL - MOD 87 SCHEMATIC AND WIRING NTS

E-26 ELECTRICAL - MOD 88 SCHEMATIC AND WIRING NTS

E-27 ELECTRICAL - DC S/D TRANSFORMER PROT. T-85 NTS

E-28 ELECTRICAL - DC S/D TRANSFORMER PROT. T-86 NTS

E-29 ELECTRICAL - DC S/D TRANSFORMER PROT. T-87 NTS

E-30 ELECTRICAL - DC S/D TRANSFORMER PROT. T-88 NTS

E-31 ELECTRICAL - ANNUNCIATOR PANEL 1 READOUT NTS

E-32 ELECTRICAL - ANNUNCIATOR PANEL 2 READOUT NTS

E-33 ELECTRICAL - ANNUNCIATOR PANEL 3 READOUT NTS

E-34 ELECTRICAL - ANNUNCIATOR PANEL 4 READOUT NTS

E-74 ELECTRICAL - KIRK KEY INTERLOCK SYSTEM NTS

E-75 ELECTRICAL - AC PANELBOARD SCHEDULE NTS

E-76 ELECTRICAL - DC PANELBOARD SCHEDULE NTS

E-122 ELECTRICAL - CONTROL BUILDING SYSTEM ARCHITECTURE NTS

E-200 ELECTRICAL - SWITCHYARD PLAN 1" = 20'

E-218 ELECTRICAL - 15kV BUS DUCT LAYOUT 1" = 10'

E-256 ELECTRICAL - CABLE TRAY LAYOUT AS SHOWN

E-337 ELECTRICAL - MARSHALLING CABINET NO. MC1 WIRING NTS

E-338 ELECTRICAL - MARSHALLING CABINET NO. MC2 WIRING NTS

E-339 ELECTRICAL - MARSHALLING CABINET NO. MC3 WIRING NTS

E-500 ELECTRICAL - PPDB FLOOR PLAN 1/4" = 1'-0"

E-501 ELECTRICAL - PPDB END WALL ELEVATION/SECTION 1/4" = 1'-0"

E-502 ELECTRICAL - PPDB EXTERIOR WALL ELEVATIONS 1/4" = 1'-0"

E-503 ELECTRICAL - PPDB INTERIOR WALL ELEVATIONS 1/4" = 1'-0"

E-504 ELECTRICAL - PPDB ISOMETRIC VIEW NTS

E-506 ELECTRICAL - PPDB LIGHTING PLAN 1/4" = 1'-0"

ELECTRICAL DRAWING INDEX

DWG NO. TITLE SCALE

E-507 ELECTRICAL - VAULT LIGHTING PLAN 1/4" = 1'-0"

E-508 ELECTRICAL - VAULT FLOOR PLAN 1/4" = 1'-0"

E-570 ELECTRICAL - RELAY PANEL LAYOUT NTS

E-571 ELECTRICAL - RELAY PANEL BOM NTS

E-590 ELECTRICAL - MIMIC PANEL LAYOUT 3/32" = 1'-0"

MP1 SH1 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 01 NTS

MP1 SH2 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 01 NTS

MP2 SH1 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 02 NTS

MP2 SH2 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 02 NTS

MP2 SH3 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 02 NTS

MP3 SH1 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 03 NTS

MP3 SH2 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 03 NTS

MP4 SH1 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 04 NTS

MP4 SH2 ELECTRICAL - AC & DC SCHEMATIC MIMIC PANEL 04 NTS

RP1 SH1 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP1 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP1 SH3 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP1 SH4 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP1 SH5 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP1 SH6 ELECTRICAL - DC SCHEMATIC RELAY PANEL 01 (SCADA) NTS

RP2 SH1 ELECTRICAL - DC SCHEMATIC RELAY PANEL 02 (COMMUNICATION) NTS

RP3 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 03 (751CB119) NTS

RP3 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 03 (751CB119) NTS

RP4 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 04 (487CB119) NTS

RP4 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 04 (487CB119) NTS

RP5 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 05 787PT85/787BT85 (TR. DIFF.) NTS

RP5 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 05 787PT85/787BT85 (TR. DIFF.) NTS

RP6 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 06 787PT86/787BT86 (TR. DIFF.) NTS

RP6 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 06 787PT86/787BT86 (TR. DIFF.) NTS

RP7 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 07 787PT87/787BT87 (TR. DIFF.) NTS

RP7 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 07 787PT87/787BT87 (TR. DIFF.) NTS

RP8 SH1 ELECTRICAL - AC SCHEMATIC RELAY PANEL 08 787PT88/787BT88 (TR. DIFF.) NTS

RP8 SH2 ELECTRICAL - DC SCHEMATIC RELAY PANEL 08 787PT88/787BT88 (TR. DIFF.) NTS

E-B2 ELECTRICAL - NETWORK RACK B2 NTS

MC#1 ELECTRICAL - MARSHALLING CABINET #1 NTS

MC#2 ELECTRICAL - MARSHALLING CABINET #2 NTS

MC#3 ELECTRICAL - MARSHALLING CABINET #3 NTS

MC#4 ELECTRICAL - MARSHALLING CABINET #4 NTS

R100 ELECTRICAL - RELAY CONTROL PANEL RP100 - FRONT VIEW AND BOM NTS

R200 ELECTRICAL - RELAY CONTROL PANEL RP200 - FRONT VIEW AND BOM NTS

R300 ELECTRICAL - RELAY CONTROL PANEL RP300 - FRONT VIEW AND BOM NTS

R400 ELECTRICAL - RELAY CONTROL PANEL RP400 - FRONT VIEW AND BOM NTS

R500 ELECTRICAL - RELAY CONTROL PANEL RP500 - FRONT VIEW AND BOM NTS

R600 ELECTRICAL - RELAY CONTROL PANEL RP600 - FRONT VIEW AND BOM NTS

R700 ELECTRICAL - RELAY CONTROL PANEL RP700 - FRONT VIEW AND BOM NTS

R800 ELECTRICAL - RELAY CONTROL PANEL RP800 - FRONT VIEW AND BOM NTS

STRUCTURAL DRAWING INDEX

DWG NO. TITLE SCALE

S-001 STRUCTURAL - DRAWING LIST, SYMBOLS, AND ABBREVIATIONS NTS

S-002 STRUCTURAL - GENERAL NOTES NTS

S-200A STRUCTURAL - DEMOLITION PLAN WEST 3/32" = 1'-0"

S-210 STRUCTURAL - GROUND LEVEL PLAN 1" = 10'

S-220 STRUCTURAL - SUPERSTRUCTURE PLAN 1" = 10'

S-400 STRUCTURAL - ELEVATIONS 1/4" = 1'-0"

S-501 STRUCTURAL - TYPICAL CONCRETE DETAILS NTS

S-550 STRUCTURAL - REFERENCED SECTIONS AND DETAILS AS SHOWN

FIRE SYSTEM DRAWING INDEX

DWG NO. TITLE SCALE

FP-355 FIRE SYSTEM - LEGEND NTS

FP-356 FIRE SYSTEM - FLOOR PLAN 1/4" = 1'-0"

FP-357 FIRE SYSTEM - TYPICAL DETAILS NTS

PROJECT NO. 3-5-207

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT FERMILAB DATE

N O

T

FO

R C

O N

ST

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TI

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

DESCRIPTIONS

DATE

DATEREV.

Au g

, 2

- 1 0:

AM

A ut oD es k D oc s:

\A R

U P\

-0

Fe rm iL ab C am pu s In fra st ru ct ur e\

Pr oj ec t F ile s\

_W

IP

M od el s\ G

G en er al \0

Sh ee ts

\G 2-

3- 5-

7.

dw g

90% FINAL DESIGN06/19/250 06/19/25

06/19/25

06/19/25

06/19/25

D. GURALCHUK

H. LOBO

R. SIERRA

R. TANDEL

NTS

3-5-207

GENERAL

JU

N

E

, 2

G-2SHEET INDEX

ABBREVIATIONS

A.B. anchor bolt ABV above ACT acoustical ceiling tile A.D. area drain ADD addendum AED automated external defibrillator ADH adhesive ADJ adjustable A/C air conditioning A.F.F. above finished floor AGG aggregate AL aluminum ALT alternate ANOD anodized ANCH anchor A.P. access panel APPROX approximate ARCH architect(ural) AUTO automatic

B/ bottom B/F bottom of finish BB baseboard BD board BET between BOT bottom BITUM bituminous BLDG building BLK block BLKG blocking BLW below BM beam B.M. bench mark BR brick BRG bearing B.S. both sides BSMT basement B.T.B. back to back B.U.R. built-up roofing BLV bevel(ed)

CAB cabinet CACS Customer Assistant Call CAK Customer Assistant Kiosk CEM cement C.F. compressible filler C.L. center line C.L.L. contract limit line C.I. cast iron C.H. ceiling height CLR clear(ance) C.B. catch basin, chalk board CIRC circumference CLG ceiling CLO closet CM construction manager C.M.U. concrete masonry unit CO clean out COL column CON/CONC concrete CONF conference CONST construction CONT continuous CONTR contractor COORD coordinate CORR corridor CPT carpet C.J. control joint C.T. ceramic tile CTR center CS countersunk CSMT casement C.C.T.V. closed circuit television C.W. cold water, curtain wall

DBL double DEG degree DEMO demolish(ition) DEPT department DIA diameter DIAG diagonal DIFF diffuser DIM dimension DISP dispenser DIV division DN down D.O. door opening D.P. damp proofing DR door D.S. down spout DTL detail D.W. distilled water DWG drawing DW dumbwaiter D.H. double hung D.F. drinking founatin

E East EA each E.B. expansion bolt E.J. expansion jolt EL elevation ELAS elastometric ELEC electric(al) ELEV elevator EMER emergency ENCL enclosure E.O. electric outlet E.O.S. edge of slab EP epoxy EQ equal EQUIP equipment E.W.C. electric water cooler ESC escalator EXC excavation EXH exhaust EXIST existing EXP expansion EXPO exposed EXT exterior

F/ face of F.A. fire alarm F.B. face brick F.C. foot control F.C.O. floor clean out F.D. floor drain FDN foundation F.E. fire extinguisher F.E.C. fire extinguisher cabinet F.F. factory finish, finish floor F.H.C. fire hose cabinet F.H.M.S. flat head machine screw F.H.R. fire hose rack FIN finish(ed) FL floor(ing) FLUOR flourescent FP fireproof FR frame(d)(ing) FT foot, feet F.T.F. face to face FTG footing F.T.R. fine tube radiation FURN furnish FUR furring(ed) FUT future

GA gauge GALV galvanized G.B. grab bar G.C. general contractor G.C.M.U. glazed concrete masonry unit GEN general GL glass GLB glass block GND ground G.P.L. gypsum plaster GR grade G.T. grease trap G.I. galvanized iron G.W.B./GYPgypsum wall board

H head H.B. hose bibb H.C. hollow core HDWD hardwood HDW hardware H.M. hollow metal H.O. hold open HORIZ horizontal H.P. high point HR hour HT height HTG heating HC handicapped H.V.A.C. heating, ventilating, air conditioning H.W. hot water H.W.H. hot water heater HYD hydrant

I.D. inside diameter IGU insulated glass unit IN inch(es) INCAND incandescent INCL include(d) INSUL insulate(d)(ion) INT inteior INV invert

J jamb J.C. Janitor's Closet JT joint

K.D. knock down K.O. knock out KIT kitchen K.S. knee space

L length LAM laminate(d) LAV lavatory L.B.(s) pound(s) LBL label L.F. linear foot L.H. left hand LKR locker L.P. low point LT light L.W. light weight

M meter MB marker board MAINT maintenance MAS masonry MATL material(s) MAX maximum M.C.B. metal corner bead MECH mechanical MEMB membrane MEZZ mezzanine MFR manufacture(er) M.H. manhole MIN minimum MISC miscellaneous MM millimeter M.O. masonry opening MOV movable M.S. metal stud MTD mounted MTG mounting MTL metal MUL mullion

N North N/A not applicable N.C. non-combustible N.I.C. not in contract NO number NOM nominal N.R.C. noise reduction coefficient N.T.S. not to scale

OA overall O.C. on center O.D. outside diameter OFCI owner furnished contractor installed OFF office O.F.O.I. owner funished owner installed OH overhead OPNG opening OPP opposite OPP.H. opposite hand ORIG original

P.A. public address PAR parallel P.C. pre-cast concrete P.C.W. precast concrete wall P.I.P.C. poured in place concrete PL plate P.LAM plastic laminate PLAS plaster PLBG plumbing PLW/PLYW plywood PNL panel POL polished PR pair PROP property P.S.F. pounds per square foot P.S.I. pounds per square inch PNT paint P.T. porcelain tile PTD painted PTN partition PVC polyvinyl chloride

Q.T. quarry tile r radius R riser R.A. return air R.O.W. right-of-way R.B. rubber base R.C.P. reflected ceiling plan R.D. roof drain R.H. right hand R.J. revel joint REC recessed REF reference REFR refrigerator REINF reinforced REM remove REQD required RES resilient RET return REV revision(s)(ed) RF roof RFG roofing RFH roof hatch RM room R.O. rough opening RT rectangular

S South, sill SPRK sprinkler S.A. supply air SAN sanitary S.C. solid core SCHED schedule(d) S.D. soap dispenser SEAL sealant SECT section S.F. square foot (feet) SGFT structural glazed facing tile S.I. square inch SHR shower SHT sheet SIM similar S.A.F.B. sound attenuation fire blanket SP standpipe SPEC specification(s) SQ square S.S. solid surface S.SK service sink S.S.G. structural silicone glazed S.STL stainless steel STA station S.T.C. sound transmission class STD standard STER sterilizer STL steel STOR storage STRUC structure(al) SUSP suspended(ion) SWBD switchboard SYM symmetry(ical) SYS system

T tread T/ top of T/F top of finish T.B. track board T&B top & bottom T&G tongue & groove TEL telephone T.C. terra cotta TEMP tempered TER terrazzo TGL tempered glass THK thick(ness) TLT toilet TOPO topography TSE transit system escalort TV television TYP typical

UC undercut UNEXC unexcavated UNF unfinished U.N.O. unless note otherwise UR urinal UTIL utility U.L. Underwriters Laboratories

V vinyl VAC vacuum VAR vary(ies) V.C.T. vinyl composition VERT vertical VEST vestibule V.I.F. verify in field VOL volume V.T. vinyl tile V.W.C. vinyl wall covering V.B. vapor barrier, vinyl base

W West, width, wide W/ with W/IN with in W/O with out W.B. wood base W.C. water closet W.R. water resistant WD wood W.F. wide flange W.H. water heater W.I. wrought iron WIN window W.M. wire mesh WP waterproofing WSCT wainscot(ting) WT weight W.W. window wall W.W.F. welded wire fabric W.P. work point

YD yard

EARTH

GRAVEL

BRICK

CERAMIC OR STRUCTURAL GLAZED

TILE

WOOD, ROUGH CARPENTRY

PLYWOOD, LARGE SCALE

GLASS, LARGE SCALE

METAL

ALUMINUM

BATT INSULATION

GYPSUM BOARD

WOOD BLOCKING

CONCRETE

STONE

CONCRETE MASONRY UNIT

WOOD, FINISH CARPENTRY

PLYWOOD, SMALL SCALE

GLASS, SMALL SCALE

RIGID INSULATION

PARTICLE BOARD

NEW CONSTRUCTION

DEMOLITION

ACOUSTICAL TILE EXISTING CONSTRUCTION

MATERIAL DESIGNATIONS

WALL SECTION

A101

SIM

A101

SIM BUILDING SECTION

DRAWING NUMBER

SHEET NUMBER

REFERENCE LABEL

COLUMN GRID LINES

A101

SIM DETAIL

REVISION TITLE BLOCK LISTING

REVISION DATE

REVISION NUMBER

REVISION BUBBLE

REVISION AREA

WORK POINT

EQUATION OF BUILDING DATUM

TO TOPOGRAPHICAL DATUM

BEGINNING OF ALL HORIZONTAL

AND VERTICAL DIMENSIONING

/1 A101

EXTERIOR ELEVATION

A101

SIM

INTERIOR ELEVATION

A101

SIM

CRB10/21/201

NOTED REFERENCE TO DETAILSEE

WORK POINT

T/CONC

EL: 0'-0"=656CCD

GRAPHIC SYMBOLS

DRAWING NUMBER

SHEET NUMBER

REFERENCE LABEL

A101

SIM

DRAWING NUMBER

SHEET NUMBER

REFERENCE LABEL

DRAWING NUMBER

SHEET NUMBER

REFERENCE LABEL

DRAWING NUMBER

SHEET NUMBER

REFERENCE LABEL

PARTITION TYPE TARGET

DOOR TARGET

GLAZING TARGET

ROOM TARGET

ROOM NUMBER

ROOM NAME

A

LOBBY

GENERAL NOTES - ARCHITECTURAL

1. ROSS BARNEY ARCHITECTS EXPRESSLY DISCLAIMS ANY RESPONSIBILITY

ARISING FROM ANY UNAUTHORIZED USE OF THESE DRAWINGS, PLANS, AND

NOTES. ANY AUTHORIZATION MUST BE IN WRITING. THESE DRAWINGS MAY HAVE

BEEN REPRODUCED AT A SIZE DIFFERENT THAN ORIGINALLY DRAWN. USING

AGENCY AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT

SCALE.

2. DIMENSIONS AND ELEVATIONS LOCATING EXISTING SITE ITEMS ARE PROVIDED

FOR INFORMATION ONLY. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL

DIMENSIONS AND ELEVATIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

3. THE CONTRACTORS SHALL BE RESPONSIBLE TO VISIT THE SITE TO VERIFY

EXISTING CONDITIONS, AND BE KNOWLEDGEABLE OF CONDITIONS THEREIN.

THEY SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS

OF THE PROJECT AND SHALL NOTIFY THE USING AGENCY OF ANY

DISCREPANCIES BETWEEN THE PLAN AND ACTUAL CONDITIONS AND OF ALL

CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK.

4. THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED

BLOCKING, SUPPORTS, AND BRACING REQUIRED TO ACHIEVE SPECIFIED

REQUIREMENTS AND STANDARDS WHETHER SPECIFICALLY INDICATED OR NOT.

FIRE RETARDANT, PRESSURE TREATED BLOCKING SHALL BE PROVIDED.

5. ALL NEW GUARDRAILS AND HANDRAILS SHALL MEET OSHA, NIOSH, AND ADA

STANDARDS AND 200 PSF LIVE LOAD SAFETY CODE REQUIREMENTS.

6. THE CONTRACTORS SHALL PROVIDE ALL REQUIRED PERMITS. CONTRACTOR

SHALL COORDINATE WORK WITH WORK OF OTHER CONTRACTORS.

7. CONTRACTORS SHALL PROTECT EXISTING CONSTRUCTION, ITEMS AND FINISHES

TO REMAIN AGAINST DAMAGE.

8. CONTRACTORS SHALL PROVIDE FLOOR OPENING PROTECTION THROUGHOUT

DURATION OF WORK AND PROTECTION SHALL REMAIN IN PLACE AFTER

COMPLETION OF WORK. COVER FLOOR OPENINGS MORE THAN 6 INCHES BY 6

INCHES BUT LESS THAN 3 FEET BY 6 FEET WITH 3/4 INCH PLYWOOD SECURED TO

EXISTING CONCRETE FLOOR. OPENINGS GREATER THAN 3 FEET BY 6 FEET

SHALL HAVE AN OSHA-COMPLIANT PROTECTIVE GUARDRAIL.

9. APPROVED VEHICLE ACCESS FOR FIREFIGHTING AND EMERGENCY RESPONSE

SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SPTES PER (2018)

IFC 3310.

10. ANY CONSTRUCTION DUMPSTERS OF DEBIRS SHALL BE PLACED AS TO NOT

BLOCK ACCESS FOR FIREFIGHTING OR EMERGENCY SERVICES IN ACCORDANCE

WITH (2021) IFC SECTION 3310.

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

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UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

3-5-207 A p ri l

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ARCHITECTURAL

ABBREVIATIONS & SYMBOLS

AG-001

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

ARCHITECTURE DRAWINGS INDEX

DWG NO. TITLE

AG-001 ARCHITECTURAL ABBREVIATIONS & SYMBOLS

AG-002 ARCHITECTURAL CODE MATRIX AND EGRESS PLANS

AD-001 ARCHITECTURAL FIRST FLOOR DEMOLITION PLAN

A-101 ARCHITECTURAL BASEMENT & FIRST FLOOR PLAN

A-102 ARCHITECTURAL ROOF PLAN

A-201 ARCHITECTURAL EXTERIOR ELEVATIONS

A-301 ARCHITECTURAL BUILDING SECTIONS

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

4 02/20/2025 60% FINAL DESIGN

5 04/24/2025 CD-3B PACKAGE

F F

F

IR

U S

A S

F

PF

A C

P H

V A

C

F

FASFPASFP

DN DN

9 8 7 6 5 4 3 2 1

B

C

A

D

BASEMENT

EXIT STAIR

CLEAR WIDTH = 36" (FACTOR 0.30) UNSPRINKLERED

EGRESS CAPACITY =120 OCCUPANTS

ACTUAL LOAD = 11 / 2 = 6 OCCUPANTS

EXIT STAIR

CLEAR WIDTH = 36" (FACTOR 0.30) UNSPRINKLERED

EGRESS CAPACITY =120 OCCUPANTS

ACTUAL LOAD = 11 / 2 = 5 OCCUPANTS

B-1 TRAVEL DISTANCE 59'-0"

B-1

B-2 TRAVEL DISTANCE 54'-6"

B-2

9 8 7 6 5 4 3 2 1

B

C

A

D

101112

3' - 9 1/2"

3' - 0"

SWITCHGEAR

BUILDING

3' - 0"

EXIT DOOR

CLEAR WIDTH = 80" (FACTOR 0.20)

UNSPRINKLERED

EGRESS CAPACITY = 400 OCCUPANTS

ACTUAL LOAD = 27 /3 = 9 OCCUPANTS

EXIT DOOR

CLEAR WIDTH = 36" (FACTOR 0.20)

UNSPRINKLERED

EGRESS CAPACITY = 180 OCCUPANTS

ACTUAL LOAD = 27/ 3 = 9 OCCUPANTS

EXIT DOOR

CLEAR WIDTH = 80" (FACTOR 0.20)

UNSPRINKLERED

EGRESS CAPACITY = 400 OCCUPANTS

ACTUAL LOAD = 27/3 = 9 OCCUPANTS

" L-1 L-1 TRAVEL DISTANCE 73'-0"

L-2 TRAVEL DISTANCE 75'-0" L-2

F E F

E

PANIC HARDWARE TO BE PROVIDED

ON ALL EXIT DOORS, SEE

SPECIFICATIONS FOR DOOR

HARDWARE

PANIC HARDWARE TO BE

PROVIDED ON ALL EXIT

DOORS, SEE SPECIFICATIONS

FOR DOOR HARDWARE

NEW CONCRETE PAD AT FINISH

FLOOR LEVEL, TYP. AT ALL EXIT

DOORS

NEW CONCRETE PAD AT

FINISH FLOOR LEVEL, TYP. AT

ALL EXIT DOORS

3' - 0"

PANIC HARDWARE TO BE PROVIDED

ON ALL EXIT DOORS, SEE

SPECIFICATIONS FOR DOOR

HARDWARE

4' - 6"

EXIT CAPACITY TABLE

LEVEL CALCULATIONS

BASEMENT TOTAL OCCUPANCY 11

TOTAL EGRESS WIDTH REQUIRED STAIRS (0.30)= 11 X 0.30 = 3.3"

TOTAL EGRESS WIDTH PROVIDED (2) STAIRS (36" CLEAR) = 72"

LEVEL 1 TOTAL OCCUPANCY 16

TOTAL EGRESS WIDTH REQUIRED DOORS (0.20) = 16 X 0.20 = 3.2"

TOTAL EGRESS WIDTH PROVIDED (1) 36" DOOR & (2) 80" DOORS = 196"

PATH OF TRAVEL

FIRE EXTINGUISHER W/ WALL BRACKETFE

LEGEND

TRAVEL DISTANCE

OCCUPANCY F-1 UNSPRINKLERED

REMOTE POINT EGRESS PATH (FEET)

B-1

B-2

L-1

L-2

SEGMENT B-1

DISTANCE 59'-0"

SEGMENT B-2

DISTANCE 54'-6"

SEGMENT L-1

DISTANCE 73'-0"

SEGMENT L-2

DISTANCE 75-0"

CODE ANALYSIS

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

4'0 8' 16'

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

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

3-5-207

TRUE

NORTH

A p ri l

N

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P M

ARCHITECTURAL CODE MATRIX

AND EGRESS PLANS

AG-002

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/8" = 1'-0"

BASEMENT - LIFE SAFETY PLAN

1/8" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN

OCCUPANCY LOAD

LEVEL NAME AREA

OCCUPANCY

TYPE

LOAD

FACTOR

OCCUPANT

LOAD

BASEMENT BASEMENT 3325 SF F-1 300 SF 11

LEVEL 1 SWITCHGEAR BUILDING 4878 SF F-1 300 SF 16

PER IBC 2021

3 10/18/2024 100% PRELIMINARY DESIGN

9 8 7 6 5 4 3 2 1

B

C

A

D

EXTERIOR PREMANUFACTURED

WALLS AND DOORS TO BE

DEMOLISHED

EXISTING HATCH AND

LADDER TO BE

DEMOLISHED

EXISTING HATCH AND

LADDER TO BE

DEMOLISHED

EXTERIOR

PREMANUFACTURED WALLS

AND DOORS TO BE

DEMOLISHED

EXISTING FLOOR TO BE DEMOLISHED STRUCTURE

BELOW TO REMAIN, SEE STRUCTURAL DRAWINGS

FOR MORE INFORMATION.

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

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Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

2'0 4' 8'

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

3-5-207

TRUE

NORTH

A p ri l

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ARCHITECTURAL FIRST FLOOR

DEMOLITION PLAN

AD-001

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/4" = 1'-0"

Level 1-Demolition

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

DN DN

UP

UP

A-201

A-201

A-201

A-2019 8 7 6

6' - 0 1/2" 11' - 5" 11' - 5" 11' - 5" 12' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

5 4 3 2 1

B

C

A

D

101112

A-301 5" 124' - 3" 1 1/2"

/8

28' - 5 1/2" 95' - 9 1/2"

E X

IS

TI

N G

N E

W

A-301

EXISTING

NEW

SWITCHGEAR

BUILDING

A-301

NEW STEEL GRATING

TREAD STAIR

NEW STEEL GRATING

TREAD STAIR

REFER TO ELECTRICAL

SHEETS FOR NEW

ELECTRICAL EQUIPMENT

12' - 10"3' - 4"

/2

/2

/2

"NEW

FLOOR

HATCH

4' - 0" 3' - 8"

NEW PAINTED

ALUMINUM

DOWNSPOUTS,

TYP.

NEW PAINTED

ALUMINUM

DOWNSPOUTS

36' - 5 1/2" 1' - 11" 3' - 1" 83' - 4"

5' - 0"

NEW CONCRETE PAD AT

FINISH FLOOR LEVEL, TYP.

AT ALL EXIT DOORS

NEW PAINTED

ALUMINUM

DOWNSPOUTS NEW PAINTED

ALUMINUM

DOWNSPOUTS

NEW CONCRETE PAD AT

FINISH FLOOR LEVEL, TYP.

AT ALL EXIT DOORS

NEW CONCRETE PAD AT

FINISH FLOOR LEVEL, TYP.

AT ALL EXIT DOORS. SLOPE

AWAY FROM BUILDING, SEE

CIVIL DRAWINGS

4' - 9 1/2" 6' - 0 1/2"

E Q

E Q

37' - 11 1/2"

18 GAUGE STEEL DOORS,

SEE SPECS FOR DOOR

INFORMATION AND

HARDWARE

18 GAUGE STEEL DOORS,

SEE SPECS FOR DOOR

INFORMATION AND

HARDWARE

18 GAUGE STEEL DOORS,

SEE SPECS FOR DOOR

INFORMATION AND

HARDWARE

E Q

E Q

6"

3' - 4"

4 1/2"

3' - 2 1/2"

9 8 7 6 5 4 3 2 1

B

C

A

D

A-301

A-301

A-301

8' - 3 1/2"

BASEMENT

FLOOR HATCH ABOVE

SHOWN DASHED4

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

2'0 4' 8'

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

3-5-207

TRUE

NORTH

A p ri l

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P M

ARCHITECTURAL BASEMENT &

FIRST FLOOR PLAN

A-101

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/4" = 1'-0"

LEVEL 1

1/4" = 1'-0"

BASEMENT

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

A-201

A-201

A-201

A-2019 8 7 6 5 4 3 2 1

B

C

A

D

6' - 0 1/2" 11' - 5" 11' - 5" 11' - 5" 12' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

101112

A-301

A-301

A-301

/8

/2

/2

/2

S L O

P E

S L O

P E

NEW PREFABRICATED BUILDING, ROOF AND

WALLS PROVIDED BY PREFAB MANUFACTURER.

ENCLOSURE MATERIALS TO BE CLASS A-25/450

FLAME SPREAD/SMOKE DEVELOPMENT RATING

NEW PAINTED

ALUMINUM GUTTER

AND DOWNSPOUTS

DS

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

2'0 4' 8'

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

3-5-207

TRUE

NORTH

A p ri l

N

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P M

ARCHITECTURAL ROOF PLAN

A-102

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/4" = 1'-0"

ROOF PLAN

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

BC AD

A-301

1/2" / 1'-0" 1/2" / 1'-0"

NEW PREFABRICATED BUILDING:

ROOF, WALLS AND FLOORS TO BE

PROVIDED BY PREFAB

MANUFACTURER. COLOR TO BE

TWILIGHT BLUE. ALL ENCLOSURE

MATERIALS TO BE CLASS A-25/450

FLAME SPREAD/SMOKE

DEVELOPEMENT RATING

REMOVABLE 7'-0" WIDE

BY 1'-6" HIGH TRANSOM

W T

R A

N S

O M

R E

M O

V E

D

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

B CA D

A-301

1/2" / 1'-0" 1/2" / 1'-0"

NEW PREFABRICATED BUILDING:

ROOF, WALLS AND FLOORS TO BE

PROVIDED BY PREFAB

MANUFACTURER. COLOR TO BE

TWILIGHT BLUE. ALL ENCLOSURE

MATERIALS TO BE CLASS A-25/450

FLAME SPREAD/SMOKE

DEVELOPEMENT RATING

REMOVABLE 7'-0" WIDE

BY 1'-6" HIGH TRANSOM

W T

R A

N S

O M

R E

M O

V E

D

BUILDING SIGNAGE TO

MATCH EXISTING

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

987654321 10 11 12

A-301

A-301

NEW PAINTED

ALUMINUM GUTTER

NEW PAINTED

ALUMINUM

DOWNSPOUT, TYP.

ELECTRICAL

EQUIPMENT, SEE

ELECTRICAL SHEETS

BUILDING COLOR TO BE

TWILIGHT BLUE. COORDINATE

WITH MANUFACTURER

DRAWINGS

DUCT OPENING,

COORDINATE WITH

ELECTRICAL DRAWINGS

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

9 8 7 6 5 4 3 2 1101112

A-301

A-301

NEW PREFABRICATED BUILDING:

ROOF, WALLS AND FLOORS TO BE

PROVIDED BY PREFAB

MANUFACTURER. ALL ENCLOSURE

MATERIALS TO BE CLASS A-25/450

FLAME SPREAD/SMOKE

DEVELOPEMENT RATING

GUTTER TO SLOPE TO

SOUTH DOWNSPOUT,

SEE ROOF PLAN

ELECTRICAL EQUIPMENT, SEE

ELECTRICAL SHEETS

BUILDING COLOR TO

BE TWILIGHT BLUE,

COORDINATE WITH

MANUFACTURER

DRAWINGS

NEW PAINTED

ALUMINUM

DOWNSPOUT, TYP.

ELECTRICAL EQUIPMENT, SEE

ELECTRICAL SHEETS

3' - 4 1/2"1' - 10" 3' - 5" 1' - 10"

4" 1' - 10" 1' - 3" 1' - 10"

CABLE TRAY OPENING,

COORDINATE WITH

ELECTRICAL DRAWINGS

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

DUCT OPENING,

COORDINATE WITH

ELECTRICAL DRAWINGS

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

2'0 4' 8'

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

3-5-207

TRUE

NORTH

A p ri l

N

:5 :4

P M

ARCHITECTURAL EXTERIOR

ELEVATIONS

A-201

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/4" = 1'-0"

NORTH

1/4" = 1'-0"

SOUTH

1/4" = 1'-0"

WEST

1/4" = 1'-0"

EAST

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

B CA D

BASEMENT

-10' - 5 1/2"

A-301

3' - 9"

NEW GALVANIZED STEEL GRATING TREAD

WITH STEEL RAILINGS AND GUARDS

ATTACHED TO METAL STAIRS

EXISTING BASEMENT

WALLS TO REMAIN

C L E

A R

M

IN

H

E A

D C

L E

A R

A N

C E

SWITCHGEAR

BUILDING

BASEMENT

NEW PAINTED ALUMINUM

GUTTER

NEW 3/16" STEEL PLATE WITH FLOOR

BEAMS BY PREFAB BUILDING

MANUFACTURER.

V.I.F.

11' - 6" 12' - 0"

V.I.F.

11' - 6"

R E

Q 'D

C L

E A

R A

N C

E

NEW 3/16" STEEL PLATE WITH FLOOR BEAMS

BY PREFAB BUILDING MANUFACTURER

EXISTING LAYER OF

CRUSHED STONE TO REMAIN

NEW PREFABRICATED BUILDING, ROOF

AND WALLS PROVIDED BY PREFAB

MANUFACTURER. ENCLOSURE

MATERIALS TO BE CLASS A-25/450

FLAME SPREAD/SMOKE DEVELOPMENT

RATING.

COORDINATE WITH EQUIPMENT

SIZING

STAINLESS STEEL FLASHING

AT PERIMETER OF NEW

FOUNDATION WALL

PROVIDE DAMP PROOFING TO

FINISH GRADE.

CONCRETE CURB INFILL UP TO

FLOOR LEVEL AT DOOR LOCATIONS

1/2" COMPRESSIBLE FILLER

6" CONCRETE PAD AT DOORS,

MIN. 2% SLOPE, SEE CIVIL

DRAWINGS

SLOPEA-301

WALL INSULATION TO MEET R-19, SEE

SPECIFICATIONS FOR MORE

INFORMATION

ROOF INSULATION TO MEET R-30, SEE

SPECIFICATIONS FOR MORE INFORMATION

R-19 SPRAYED-ON FOAM INSULATION AT

RIM JOIST

PROVIDE RIGID INSULATION R-30

UNDER FLOOR STRUCTURE

1/2" / 1'-0" 1/2" / 1'-0"

PROVIDE RIGID INSULATION R-7.5

WITH DRAINAGE BOARD

MANUFACTURER TO COORDINATE AND

PROVIDE CONTINUITY OF

WATERPROOFING BETWEEN EXISTING

AND NEW WATERPROOFING AS

NECESSARY TO SEAL BUILDING FROM

MOISTURE, TYP.

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

B CA D

BASEMENT

-10' - 5 1/2"

A-301

NEW 3/16" STEEL PLATE WITH FLOOR

BEAMS BY PREFAB BUILDING

MANUFACTURER

3' - 9"

EXISTING BASEMENT

WALLS TO REMAIN

BASEMENT

SWITCHGEAR

BUILDING

NEW GALVANIZED STEEL GRATING

TREAD WITH STEEL RAILINGS AND

GUARDS ATTACHED TO METAL STAIRS

NEW PAINTED ALUMINUM

GUTTER

11' - 6" 12' - 0" 11' - 6"

NEW PREFABRICATED BUILDING,

ROOF AND WALLS PROVIDED BY

PREFAB MANUFACTURER.

ENCLOSURE MATERIALS TO BE CLASS

A-25/450 FLAME SPREAD/SMOKE

DEVELOPMENT RATING

STAINLESS STEEL FLASHING AT

PERIMETER OF NEW FOUNDATION

WALL

MANUFACTURER TO COORDINATE AND

PROVIDE CONTINUITY OF

WATERPROOFING BETWEEN EXISTING

AND NEW WATERPROOFING AS

NECESSARY TO SEAL BUILDING FROM

MOISTURE, TYP.

PROVIDE DAMP PROOFING TO FINISH

GRADE

ROOF INSULATION TO MEET R-30, SEE

SPECIFICATIONS FOR MORE

INFORMATION

WALL INSULATION TO MEET R-19, SEE

SPECIFICATIONS FOR MORE

INFORMATION

R-19 SPRAYED-ON FOAM

INSULATION AT RIM JOIST

WALL INSULATION TO MEET R-19,

SEE SPECIFICATIONS FOR MORE

INFORMATION

PROVIDE FIBERGLASS INSULATION

R-13 UNDER FLOOR PLATE. PROVIDE

16 GAUGE GALV. STEEL SHEET

UNDER FLOOR FRAMING

1/2" / 1'-0" 1/2" / 1'-0"

PROVIDE R-30 RIGID INSULATION

UNDER FLOOR STRUCTURE FOR

NEW BUILDING EXTENSION

EXISTING LAYER OF

CRUSHED STONE TO REMAIN

PROVIDE RIGID INSULATION R-7.5

WITH DRAINAGE BOARD

LEVEL 1

0' - 0"

ROOF H.P.

13' - 11 1/2"

9 8 7 6 5 4 3 2 1

BASEMENT

-10' - 5 1/2"

101112

A-301

A-301

EXISTING BASEMENT

WALLS TO REMAINBASEMENT

SWITCHGEAR

BUILDING

NEW PAINTED ALUMINUM

GUTTER

/2

NEW 3/16" STEEL PLATE WITH

FLOOR BEAMS BY PREFAB BUILDING

MANUFACTURER

NEW 3/16" STEEL PLATE WITH

FLOOR BEAMS BY PREFAB

BUILDING MANUFACTURER

LIGHT FIXTURES, SEE

ELECTRICAL

LIGHT FIXTURES, SEE

ELECTRICAL

LIGHT FIXTURES, SEE

ELECTRICAL

PROVIDE DAMP PROOFING TO

FINISH GRADE.

PROVIDE RIGID INSULATION R-7.5

WITH DRAINAGE BOARD

MANUFACTURER TO COORDINATE AND

PROVIDE CONTINUITY OF

WATERPROOFING BETWEEN EXISTING

AND NEW WATERPROOFING AS

NECESSARY TO SEAL BUILDING FROM

MOISTURE, TYP.

PROVIDE RIGID INSULATION

R-30 UNDER FLOOR

STRUCTURE

LEVEL 1

0' - 0"

D

3/16" STEEL PLATE FLOOR

FINISH BY PREFAB

MANUFACTURER

1/2" COMPRESSIBLE

FILLER

DOOR CONCRETE PAD, SEE CIVIL

CONCRETE INFILL AT

CURB UP TO FLOOR LEVEL

DOOR TO BE PROVIDED

BY BUILDING

MANUFACTURER

R-19 SPRAYED-ON

FOAM INSULATION

AT RIM JOIST

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

E

S

WSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

2'0 4' 8'

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

3-5-207

TRUE

NORTH

A p ri l

N

:5 :5

P M

ARCHITECTURAL BUILDING

SECTIONS

A-301

GN

MR

MR

GN 04/24/2025

04/24/2025

04/24/2025

04/24/2025

1/4" = 1'-0"

BUILDING SECTION -STAIR

1/4" = 1'-0"

BUILDING SECTION NORTH

1/4" = 1'-0"

BUILDING SECTION WEST

1 1/2" = 1'-0"

DOOR THRESHOLD

1 05/09/2024 60% PRELIMINARY DESIGN

2 08/09/2024 90% PRELIMINARY DESIGN

3 10/18/2024 100% PRELIMINARY DESIGN

LEVEL

SYMBOL

CAMBER

NUMBER OF STUDS

TOP ELEVATION OF STRUCTURAL ELEMENT

STEEL BEAM

STEEL JOIST

BRACE, BRACE FRAME STARTS AT THIS LEVEL

MOMENT CONNECTION

DRAG CONNECTION

BRACE, BRACE FRAME BELOW THIS LEVEL

PLATE CONNECTION

STIFFENER PLATE CONNECTION

COLUMN STARTS ON THIS LEVEL

COLUMN FINISHES BELOW THIS LEVEL

COLUMN HANGER

COLUMN POST

SLOPED COLUMN STARTS ON THIS LEVEL

SLOPED COLUMN FINISHES BELOW THIS LEVEL

SLOPED COLUMN CONTINUES THROUGH THIS LEVEL

SLAB DROP

SLAB SLOPE

CHANGE IN SLAB THICKNESS

GROUND

ONE WAY SPANNING SLAB

TWO WAY SPANNING SLAB

TOP OF SLAB ELEVATION

WELD TYPE

CONCRETE WALL (PLAN VIEW)

CONCRETE BEAM (PLAN VIEW )

SETTING OUT POINT/WORK POINT

LEVEL

DESCRIPTION

SYMBOLS

SPLICE

FFL FINISH FLOOR LEVEL

EMBEDMENTEMB

XS

XXS

EXTRA STRONG (PIPE)

DOUBLE EXTRA STRONG (PIPE)

IF INSIDE FACE

INTERIOR

JOINT

INT

JT

INSIDE DIAMETERID

INCHIN

TS STRUCTURAL STEEL TUBE

STRUCT STRUCTURAL

SSL SHORT SLOTTED (BOLT HOLE)

SOG SLAB ON GRADE

REBAR REINFORCING BAR

PARTIAL PENETRATION (WELD)PP

PERP PERPENDICULAR

OVS OVERSIZE (BOLT HOLE)

ON CENTEROC

NORMAL WEIGHTNW

NOMINALNOM

NEAR FACENF

MOMENT FORCEM

LW LIGHT WEIGHT

LIGHTLT

LONG SLOTTED (BOLT HOLE)LSL

POUNDLB

L LENGTH

HSS HOLLOW STRUCTURAL SECTION

HEIGHTHT

HEXAGON, HEXAGONALHEX

GRADEGR

YIELD STRESSFY

FAR FACEFF

EXISTINGE

DIAGONALDIAG

DEPTH, DEEP, DECKD

COMPLETE JOINT PENETRATION (WELD)CJP

CONSTRUCTIONCONST

COVERPLATE

CONTINUOUS

CPL

CONT

CONNECTION

CONCRETE

COLUMN

CONN

CONC

COL

CLEAR

CENTERLINE

CLR

CL

CTRL JT CONTROL JOINT

CHANNELC

BOTH FACESBF

STEELST

TOP & BOTTOM

VERIFY IN FIELD

WITH

TYP TYPICAL

WORK POINT

WELDED WIRE FABRICWWF

WP

WITHOUT

UNLESS OTHERWISE NOTED

VERTICAL (FORCE)

W/O

VIF

W/

UON

VERT, V

T/COL TOP OF COLUMN

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOPPING

T/ST

T/WALL

T/SL

TOPG

THICKTHK

T&B

STIFFENER

SQUARE FOOT

SQUARE INCH

STANDARD

STAINLESS STEEL

STIFF

STD

SQ FT

SQ IN

SS

SIMILAR

SLAB

SIM

SL

REVISION

REINFORCE(ING)

POINT

RADIUS

REINF

REV

R

PT

POUNDS PER CUBIC FOOT

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PL

PSF

PSI

PCF

OUTSIDE FACE

OPENING

DESCRIPTION

ABBREVIATIONS

ABV.

OD OUTSIDE DIAMETER

OPPOSITE HAND

OPPOSITE

OPNG

OPP

OF

OH

GAUGEGA

ALT ALTERNATE

ABV.

ABBREVIATIONS

DESCRIPTION

BM

BLDG

BET

BEAM

BUILDING

BETWEEN

BOT

BPL

B/FTG

BS

BASE PLATE

BOTTOM

BOTH SIDES

BOTTOM OF FOOTING

CANT

CJ CONSTRUCTION JOINT

CANTILEVER

DEMO DEMOLITION

DIA

DIM

DO

DL

DIAMETER

DITTO

DEAD LOAD

DIMENSION

DETAILDET

EF

EA

EL

EJ

EQ

EACH FACE

EACH

EQUAL

EXIST

EW

FT

EXT

EXP

FEET

EXTERIOR

EXPANSION

EXISTING

EACH WAY

DRAWINGDWG

ELEVATION

EXPANSION JOINT

FIN

FDN

FL FLOOR

FINISHED

FOUNDATION

FS

FTG FOOTING

FAR SIDE

GALV GALVANISED

HORIZ

HSB

HP

HIGH-STRENGTH BOLT

HIGH POINT

HORIZONTAL

KSF

K

KIPS PER SQUARE FOOT

KIP = 1000 LBS

LIN

LL

LP

LLV

LLH

LOW POINT

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

LINEAR OR LINEAL

LONGLG

NIC

NO

NOT IN CONTRACT

NUMBER

NS

NTS

NEAR SIDE

NOT TO SCALE

MOMENT FRAMEMF

T/D TOP OF METAL DECK

SLABS

METAL DECKMD

AXIAL FORCE, SEE PH

SHEAR FORCEV

AXIAL FORCEP

BRACE FRAME

T/SL = X'-XX"

ISOLATION JOINTIJ

MOVEMENT JOINTMJ

DJ DOWEL JOINT

H

P

S

S

SS

B/ST BOTTOM OF STEEL

T/CONC TOP OF CONCRETE

MINIMUMMIN

MAXIMUMMAX

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

JU

N

E

, 2

:0 :1

P M

STRUCTURAL

DRAWING LIST, SYMBOLS &

ABBREVIATIONS

S-001

JULIAN SAFAR

BRIAN RAINE

ARIF OZKAN

SYLVIA RICHARDSON 06/19/25

06/19/25

06/19/25

06/19/25

3-5-207

Sheet List

Sheet Number Sheet Name

S-001 STRUCTURAL DRAWING LIST, SYMBOLS & ABBREVIATIONS

S-002 STRUCTURAL GENERAL NOTES

S-100 STRUCTURAL SITE PLAN

S-200 STRUCTURAL DEMOLITION OVERALL PLAN

S-200A STRUCTURAL DEMOLITION PLAN WEST

S-200B STRUCTURAL DEMOLITION PLAN EAST

S-210 STRUCTURAL GROUND LEVEL PLAN

S-220 STRUCTURAL SUPERSTRUCTURE PLAN

S-400 STRUCTURAL ELEVATIONS

S-500 STRUCTURAL TYPICAL REINFORCEMENT DETAILS

S-501 STRUCTURAL TYPICAL CONCRETE DETAILS

S-502 STRUCTURAL TYPICAL CONCRETE DETAILS

S-510 STRUCTURAL TYPICAL STEEL DETAILS

S-550 STRUCTURAL REFERENCED SECTIONS & DETAILS

S-551 STRUCTURAL REFERENCED SECTIONS & DETAILS

1 06/19/25 90% FINAL DESIGN

http://www.arup.com

35 East Wacker Drive Suite 1800 Chicago IL 60601 USA t: +1 312 849 5610 www.arup.com

REVISIONS

DESCRIPTIONSDATEREV.

PROJECT NO.

SHEET NO.

REVISION NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMILAB DATE

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

Arup US, Inc.

UIP - SUBPROJECT 2

KAUTZ ROAD SUBSTATION REPLACEMENT

JU

N

E

, 2

:0 :1

P M

STRUCTURAL

GENERAL NOTES S-002

JULIAN SAFAR

BRIAN RAINE

ARIF OZKAN

SYLVIA RICHARDSON 06/19/25

06/19/25

06/19/25

06/19/25

3-5-207

DESIGN BASIS

1. SUPERIMPOSED DEAD LOADS: CONTROL BUILDING GROUND LEVEL = 25 PSF

2. LIVE LOADS: CONTROL BUILDING GROUND LEVEL = 125 PSF

3. WIND LOADS:

PARAMETER VALUE

BASIC WIND SPEED, V 107 MPH

WIND IMPORTANCE FACTOR, I 1.00

WIND EXPOSURE CATEGORY C

RISK CATEGORY II

GUST FACTOR, G = 0.85 0.85

DIRECTIONALITY FACTOR, Kd = 0.85 0.85

4. SEISMIC LOADS:

PARAMETER VALUE

SEISMIC IMPORTANCE FACTOR, I 1.0

SITE CLASS D

SHORT PERIOD SITE COEFFICIENT, Fa 1 SEC PERIOD SITE COEFFICIENT, Fv SHORT PERIOD SPECTRAL RESPONSE ACCELERATION, Ss 0.136

1 SEC PERIOD SPECTRAL RESPONSE ACCELERATION, S1 0.066

Sms Sm1 Sds Sd1

RISK CATEGORY II

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE-RESISTING SYSTEM STEEL SYSTEM NOT

SPECIFICALLY DETAILED

RESPONSE MODIFICATION COEFFICIENT, R

SEISMIC RESPONSE COEFFICIENT, Cs

DESIGN BASE SHEAR, V

SYSTEM OVERSTRENGTH FACTOR, Ω0

DEFLECTION AMPLIFICATION FACTOR, Cd

ANALYSIS PROCEDURE

1. REFER TO ASCE 7-16 FIGURE 30.3-2B FOR EXTENT OF ROOF ZONES.

NOTES:

3r > 500 21.2 -41.9

3r 200 22.4 -53.4

3r 50 25.0 -80.0

3r <= 2 25.0 -80.0

3e > 500 19.8 -25.0 3e 200 21.2 -37.0 3e 50 25.0 -67.3

3e <= 2 25 -67.3

2r > 500 19.8 -25.0

2r 200 21.2 -37.0

2r 50 25.0 -67.3

2r <= 2 25.0 -67.3

2n > 500 19.8 -25.0

2n 200 21.2 -37.0

2n 50 25.0 -67.3

2n <= 2 25.0 -67.3

2e > 500 21.2 -14.4

2e 200 22.4 -28.1

2e 50 23.9 -46.2

2e <= 2 25.0 -46.2

1 > 500 21.2 -14.4

1 200 22.4 -28.1

1 50 23.9 -46.2

1 <= 2 25.0 -46.2

ZONE TRIBUTARY WIND

AREA (FT^2)

ULTIMATE WIND

PRESSURE

(PSF)

ULTIMATE WIND

SUCTION

(PSF)

GABLED ROOFS

3. THE DIMENSION 'a' IS 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION, BUT NOT LESS THAN 3 FT

2. ZONE 4 IS THE PORTION OF WALL BOUNDED BY ZONES 5. REFER TO ASCE 7-16 FIGURE 28.3-1.

REFER TO ASCE 7-16 FIGURE 28.3-1.

1. ZONE 5 IS THE WALL EDGE ZONE, WHICH EXTENDS A DISTANCE 'a' FROM THE BLDG EDGE.

NOTES:

5 > 500 18.6 -20.8

5 200 20.1 -23.7

5 50 22.4 -28.2

5 <= 10 25.0 -33.5

4 > 500 18.6 -20.8

4 200 20.1 -22.2

4 50 22.4 -24.5

4 <= 10 25.0 -27.1

ZONE TRIBUTARY WIND

AREA (FT^2)

ULTIMATE WIND

PRESSURE

(PSF)

ULTIMATE WIND

SUCTION

(PSF)

WALLS

REINFORCING STEEL AND FIBERGLASS FOR CONCRETE AND MASONRY

1. REINFORCEMENT BARS SHALL BE AS FOLLOWS:

A. DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 UNO.

B. DEFORMED BARS CONFORMING TO ASTM A706 GRADE 60 FOR BARS TO BE WELDED AND WHERE NOTED ON DRAWINGS.

C. DEFORMED BARS CONFORMING TO ASTM A970 FOR HEADED BARS.

D. ASTM A185 FOR WELDED WIRE REINFORCEMENT (WELDED WIRE FABRIC). USE FLAT SHEETS ONLY.

E. FIBERGLASS BARS CONFORMING TO ASTM D7957/D7957M-17

2. MECHANICAL SPLICES SHALL BE TYPE 2 COUPLERS (UON) WITH A CURRENT ICC APPROVAL.

3. MINIMUM LAP OF WELDED WIRE REINFORCEMENT SHALL BE 6" OR ONE FULL MESH PLUS 2", WHICHEVER IS GREATER.

4. REINFORCING BARS SHALL BE LAP SPLICED PER THE LAP SPLICE LENGTH SCHEDULE. LAP SPLICES SHALL BE SECURELY TIED

AT ALL SIDE AND END LAPS.

5. REINFORCING BARS MARKED AS “CONTINUOUS” SHALL BE LAP SPLICED PER LAP SPLICE LENGTH SCHEDULE.

6. REINFORCING BAR SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. WHERE SPLICE LOCATIONS ARE NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SHOW THEIR PROPOSED SPLICE LOCATIONS ON THE SHOP

DRAWINGS.

7. ALL BARS AT NON-CONTINUOUS ENDS SHALL HAVE A STANDARD HOOK.

8. WELDING OF REINFORCING STEEL BARS SHALL BE IN ACCORDANCE WITH AWS D1.4. WELD REINFORCING BARS ONLY WHERE INDICATED ON THE DRAWINGS. TACK WELDING OR WELDING OF BARS TO PLATES, TEMPLATES, ETC. IS PROHIBITED, UNLESS

SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.

9. DOWELS CONNECTING WALLS OR COLUMNS TO FOUNDATIONS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE

VERTICAL REINFORCING BARS IN THE WALLS OR COLUMNS, UNLESS NOTED OTHERWISE.

10. ALL DOWELS SHALL BE FULLY DEVELOPED IN TENSION UNLESS NOTED OTHERWISE.

11. ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AROUND ALL SLAB AND WALL OPENINGS AS SHOWN ON THE TYPICAL

DETAILS UNLESS NOTED OTHERWISE.

12. WHERE VERTICAL DOWELS FROM FOUNDATION INTERFERE WITH STEEL COLUMN BASE PLATE, THE CONTRACTOR SHALL

RELOCATE THESE DOWELS THREE (3) INCHES FROM EDGE OF BASE PLATE.

13. ALL WALLS SHALL BE INTERCONNECTED AT CORNERS AND INTERSECTIONS WITH DOWELS MATCHING HORIZONTAL

REINFORCEMENT PER TYPICAL DETAILS UNLESS NOTED OTHERWISE.

14. ALL FOUNDATION AND GRADE BEAM REINFORCEMENT SHALL BE CONTINUOUS THROUGH INTERSECTING FOUNDATIONS AND

GRADE BEAMS UNLESS NOTED OTHERWISE.

15. BARS SHALL NOT BE BENT OR TWISTED IN THE FIELD, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.

16. ALL REINFORCING BARS, INSERTS, EMBEDS ETC. SHALL BE SECURELY HELD IN PLACE TO MAINTAIN THEIR POSITIONS WHILE CONCRETE IS POURED. PROVIDE SUITABLE CHAIRS, TIES, SPACERS, ADDITIONAL BARS AND STIRRUPS AS REQUIRED.

STRUCTURAL STEEL WELDING

1. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS.

2. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS.

3. WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH OF 70 KSI (E70XX

ELECTRODES) UNLESS NOTED OTHERWISE.

4. WELD LENGTHS CALLED FOR ON DRAWINGS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE LENGTH OF WELD IS NOT

SHOWN IT SHALL BE THE FULL LENGTH OF JOINT.

5. WELDS THAT HAVE BEEN DEFINED ON THE DRAWINGS AS “DEMAND CRITICAL WELD” (DCW) REQUIRE HIGHER STANDARDS

FOR WELDING, TESTING AND INSPECTION PER AISC 341.

6. ALL GROOVE AND BUTT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) WELDS UNLESS NOTED OTHERWISE.

7. ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO THE EFFECTIVE THROAT

THICKNESS.

8. FILLET WELD SIZES SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON

PLATE THICKNESSES. THE MINIMUM FILLET WELD SIZE SHALL BE 3/16”.

9. PROJECT SPECIFIC WELDING PROCEDURE SPECIFICATION (WPS) FOR ALL SHOP AND FIELD WELDS ON THE PROJECT SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING FABRICATION OR ERECTION. THE WPS SHALL BE SUBMITTED TO OWNER’S TESTING LAB FOR REVIEW AND ACCEPTANCE PRIOR TO BEING SUBMITTED TO THE ARCHITECT.

10. THE CONTRACTOR SHALL DETERMINE THE SEQUENCE AND PROCEDURES OF WELDING TO MINIMIZE THE EFFECT WELD

SHRINKAGE, RESIDUAL STRESSES AND TO MAINTAIN ERECTION TOLERANCES.

11. ALL STEEL EXPOSED TO WEATHER SHALL HAVE ADDITIONAL SEAL WELDING TO PROTECT THE MEMBERS (PIPES, TUBES, BUILT-UPS) AND THE CONNECTIONS FROM MOISTURE INFILTRATION. THESE ADDITIONAL SEAL WELDS SHALL BE SHOWN ON

SHOP DRAWINGS.

STRUCTURAL STEEL

1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE:

SHAPE GRADE YIELD STRENGTH Fy (KSI)

WIDE FLANGE SHAPES ASTM A992 50

TEES ASTM A992 50

CHANNELS ASTM A36 36

ANGLES ASTM A36 36

PLATES ASTM A572 GRADE 50 50

BARS ASTM A500 GRADE 50 50

SQUARE & RECTANGULAR HSS ASTM A500 GRADE C 50

ROUND HSS ASTM A500 GRADE C 46

STEEL PIPE ASTM A53 GRADE B 36

2. HIGH-STRENGTH BOLTS SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE:

BOLT TYPE REMARKS

ASTM A325 WHERE NOTED ON DRAWINGS

ASTM A490 WHERE NOTED ON DRAWINGS

ASTM A307 GRADE A MACHINE BOLTS WHERE NOTED ON DRAWINGS

3. WHERE NON-SLIP CRITICAL BOLTS ARE SPECIFIED, THEY SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. SEE DETAILS

AND SCHEDULES FOR BOLT DIAMETERS AND SCHEDULES.

4. ALL BOLT HOLES SHALL BE STANDARD SIZE HOLES (1/16” LARGER IN DIAMETER THAN THE DIAMETER OF THE BOLT)

UNLESS NOTED OTHERWISE.

5. ALL BOLTS SPECIFIED AS SLIP CRITICAL BOLTS (A325-SC OR A490-SC) SHALL HAVE CLASS A FAYING SURFACES UNLESS

NOTED OTHERWISE.

6. AT ALL SLIP CRITICAL CONNECTIONS SLIP IS CHECKED AT THE FACTORED LOAD LEVEL UNLESS NOTED OTHERWISE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:

A. ALL ERECTION AIDS.

B. STEELWORK ERECTION SEQUENCE. IN DETERMINING THE ERECTION SEQUENCE THE CONTRACTOR SHALL TAKE

NECESSARY MEASURES TO MINIMIZE THE EFFECTS OF TEMPERATURE CHANGES AND DIFFERENTIAL TEMPERATURE EFFECTS (SUCH AS EXPOSURE TO STRONG SUN ON ONE SIDE OF THE BUILDING) WHILE MEETING AISC ACCEPTABLE

ERECTION TOLERANCES.

8. THE CONTRACTOR SHALL SUBMIT DETAILED, COORDINATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL MEMBERS AND CONNECTIONS TO THE ARCHITECT FOR REVIEW PRIOR TO THE START OF FABRICATION AND ERECTION.

9. STRUCTURAL AND ARCHITECTURAL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE CORROSION PROTECTED BY BEING HOT-DIPPED GALVANIZED AND/OR SUITABLY PRIMED AND PAINTED AS SHOWN ON ARCHITECTURAL DRAWINGS AND PER PROJECT SPECIFICATIONS. STEEL ELEMENTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED.

10. THE CONTRACTOR SHALL PROVIDE MINIMUM 4” CONCRETE COVER AROUND ALL STEEL MEMBERS OR COMPONENTS ADJACENT TO AND EXPOSED TO SOIL. MINIMUM REINFORCEMENT IN COVER CONCRETE SHALL BE #3 AT 12” ON CENTERS

EACH WAY.

11. ALL STEEL MEMBERS FRAMING INTO CONCRETE WALLS/COLUMNS/BEAMS SHALL BE DETAILED TO SUIT CONCRETE FIELD TOLERANCES. COORDINATE WITH CONCRETE CONTRACTOR AND/OR CONDUCT FIELD SURVEYS AS NECESSARY PRIOR TO

STEEL FABRICATION.

12. CUTTING AND DRILLING OF STRUCTURAL STEEL MEMBERS IN THE FIELD IS NOT PERMITTED.

13. NO OPENINGS AND/OR PENETRATIONS SHALL BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY SHOWN AND

DETAILED ON THE STRUCTURAL DRAWINGS.

14. ALL STEEL MEMBERS RELATED TO ELEVATORS SHALL BE COORDINATED WITH THE ELEVATOR CONTRACTOR PRIOR TO

FABRICATION.

15. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS).

FABRICATION, WELDING AND ERECTION OF AESS SHALL COMPLY WITH THE LATEST EDITION OF AISC CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

16. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED UON.

METAL DECK AND GRATING

1. METAL DECK TYPES SHALL BE AS INDICATED IN THE METAL DECK SCHEDULE (SEE TYPICAL METAL DECK DETAILS) OR

EQUAL. ALL METAL DECK TYPES SHALL HAVE A CURRENT ICC CERTIFICATION.

2. MATERIALS FOR METAL DECK AND ACCESSORIES SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653-SS WITH GRADE AS INDICATED IN THE METAL DECK SCHEDULE AND ZINC COATING CONFORMING TO ASTM A653, G60 UNLESS

NOTED OTHERWISE.

3. METAL DECK ACCESSORIES SHALL BE THE SAME GAGE AS DECKING UNLESS NOTED OTHERWISE.

4. WELDING SHALL BE PER AWS D1.3 AND PERFORMED BY AWS CERTIFIED WELDERS.

5. DECK UNITS, WHETHER PARALLEL OR PERPENDICULAR TO SUPPORTS, SHALL BEAR A MINIMUM OF 2 INCHES ON

SUPPORTING MEMBERS.

6. DECK UNITS SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE THE FRAMING DOES NOT PERMIT.

7. ATTACHMENT OF DECK UNITS SHALL BE AS INDICATED IN THE TYPICAL DETAILS.

8. THE CONTRACTOR SHALL DESIGN AND PROVIDE EDGE FORMS, FLASHING AND CLOSURE PLATES AT ENDS OF ALL UNITS, AROUND COLUMNS AND AT ALL PERIMETER LOCATIONS REQUIRING CLOSURE FOR GRAVEL OR CONCRETE. COORDINATE ALL CLOSURES WITH ELEVATOR, STAIR AND OTHER ARCHITECTURAL DETAILS. COMPOSITE DECK INSTALLATION, WHEN COMPLETE, SHALL BE READY TO RECEIVE CONCRETE FILL AS SHOWN ON THE DRAWINGS WITHOUT LEAKING.

1.6 2.4

0.217 0.158 0.145 0.105

0.048

10 KIPS

ELFP

TEMPORARY WORK

1. ALL TEMPORARY WORK, INCLUDING TEMPORARY WALL BRACING, SHALL BE DESIGNED, INSTALLED AND CARRIED OUT BY

THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT GOVERNING CODE(S).

2. THE DRAWINGS INDICATE THE COMPLETED STRUCTURE. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL TEMPORARY

MEASURES NECESSARY FOR ERECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE PROPER SHORING AND BRACING WHEREVER NECESSARY. ALL TEMPORARY SHORING/BRACING SHALL BE DESIGNED BY A CIVIL AND/OR STRUCTURAL ENGINEER REGISTERED IN ILLINOIS.

4. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE SHORING DRAWINGS AND CALCULATIONS TO THE AUTHORITY

HAVING JURISDICTION AS REQUIRED.

5. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOADS PER SQUARE FOOT AS SHOWN ON THE DRAWINGS.

PROVIDE SHORING AND/OR BRACING WHERE THE STRUCTURE HAS NOT ATTAINED ITS DESIGN STRENGTH.

CODES AND STANDARDS

1. ALL WORK, INCLUDING THE PREFABRICATED BUILDING STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS OF 2021

INTERNATIONAL BUILDING CODE (IBC) INCLUDING REFERENCE STANDARDS, ADDENDA AND APPENDICES.

2. IN ADDITION, THE FOLLOWING CODES, STANDARDS AND SPECIFICATIONS SHALL APPLY WHERE MORE STRINGENT AND AS

MODIFIED BY THE BUILDING CODE:

A. ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.

B. AISC: STEEL CONSTRUCTION MANUAL, 15TH EDITION.

C. AISC 303-16: CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES.

D. ANSI/AISC 341-16: SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS.

E. ANSI/AISC 358-16 WITH ANSI/AISC 358S1-18: PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL

MOMENT FRAMES FOR SEISMIC APPLICATIONS.

F. ANSI/AISC 360-16: SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

G. AISI S100-16: NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.

H. ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

I. AWS D1.1/D1.1M:2015: STRUCTURAL WELDING CODE - STEEL.

J. AWS D1.3/D1.3M:2008: STRUCTURAL WELDING CODE - SHEET STEEL.

K. AWS D1.4/D1.4M:2011: STRUCTURAL WELDING CODE - REINFORCING STEEL.

L. AWS D1.8/D1.8M:2009: STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT.

M. ACI 530-11: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.

N. RCSC-2009: SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS.

O. ANSI/SDI RB-2017: STANDARD FOR STEEL ROOF DECK

3. THE ASTM STANDARDS REFERRED TO IN THE DRAWINGS AND SPECIFICATIONS AND USED IN DESIGN ARE THOSE INCLUDED AS REFERENCED STANDARDS TO THE PROJECT GOVERNING CODE(S).