Exhibit B_Construction Drawing Set (Wilson Hall).pdf

WILSON ST.

RING RD.

HWY. 56 BUTTERFIELD RD.

TO

IN

TE

RS

TA

TE

I-

FA

RN

SW

O

RT

H

CONSTRUCTION

KAUTZ RD.

ENTRANCE

ROAD B

KI

RK

R D.

(NO TRUCKS)

PINE ST.

ENTRANCE

AREA

MAIN

INJECTOR

MAIN

KA

UT

Z

RD

PINE ST. (OUT)

PINE ST. (IN) LABORATORY

AREA

HOLTER RD

CENTRAL

WILSON ST.

ENTRANCE

BURLINGTON NORTHERN R.R.

BATAVIA RD.

RECEIVING

ENTRANCE

BATAVIA RD.

(LOAD LIMIT-6 TONS)

EL

G

IN

J

O

LI

ET

E

AS

TE

RN

R .R

CO

M

M O

NW

EA

LT

H

ED

IS

O N

PO

W

ER

L

IN

ES

ROAD

C

BATAVIA RD.

SWENSON

D-0 FA

RM

R D

FE

LD

O

TT

R D

CDF

ROAD D

EO

LA

R D.

TO RT. 59

FERMILAB

VILLAGE

TO HWY 59

LOCKED

GATE

RAILYARD

STORAGE

WILSON ST.

HWY 38 ROOSEVELT RD.

TRAFFIC

CONSTRUCTION

MUON CAMPUS

DISC

OVE

RY

RD.

PI

P

II

FE

YNMAN

C.C

FIXED TARGET AREA

NEUTRINO AREA

PROTON AREA

INDUSTRIAL AREA

EOLA RD. ENTRANCE

(NO ACCESS)

P-112

T

IN

D

IAN

C

R

EEK R

O

AD

W

NORTH

S E

PROJECT

NO SCALE

SITE PLAN

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

LEGEND

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

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WILSON HALL FACADE REPAIRS AND

RESTORATION

COVER PAGE

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WILSON HALL FACADE REPAIRS AND RESTORATION

SGH PROJECT No. 240714.00

SHEET LIST (WILSON HALL)

Sheet Number Sheet Name

S000WH COVER PAGE

S001WH GENERAL NOTES

S002WH SITE PLAN AND PROTECTIVE CANOPY PLAN

S100WH- P1 OVERALL PLAN PHASE 1 SCOPE

S100WH- P2 OVERALL PLAN PHASE 2 SCOPE

S100WH- P3 OVERALL PLAN PHASE 3 SCOPE

S101WH- P1 ROOF PLAN PHASE 1

S101WH- P2 ROOF PLAN PHASE 2

S101WH- P3 ROOF PLAN PHASE 3

S200WH- CR1-P1 EAST ELEVATION - SOUNDING EXTENTS - PHASE 1

S200WH- CR2-P1 EAST ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 1

S200WH- CR3-P1 EAST ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 1

S200WH- WP1-P1 EAST ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 1

S201WH- CR1-P2 NORTH ELEVATION - SOUNDING EXTENTS - PHASE 2

S201WH- CR2-P2 NORTH ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 2

S201WH- CR3-P2 NORTH ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 2

S201WH- WP1-P2 NORTH ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENT - PHASE 2

S202WH- CR1-P2 SOUTH ELEVATION - SOUNDING EXTENTS - PHASE 2

S202WH- CR2-P2 SOUTH ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 2

S202WH- CR3-P2 SOUTH ELEVATION - SILANE SEALER APPLICATION EXTENTS- PHASE 2

S202WH- WP1-P2 SOUTH ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 2

S203WH- CR1-P3 WEST ELEVATION - SOUNDING EXTENTS - PHASE 3

S203WH- CR2-P3 WEST ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 3

S203WH- CR3-P3 WEST ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 3

S203WH- WP1-P3 WEST ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 3

S204WH-CR2 16TH FLOOR PLAN - SUSPECTED/KNOWN DETERIORATION - ALL PHASES

S205WH-CR2 ROOF PLAN - SUSPECTED/KNOWN DETERIORATION - ALL PHASES

S206WH -

CR1&CR2-P1

ROOF SECTIONS - EAST PENTHOUSE - SOUNDING AND SUSPECTED/KNOWN DETERIORATION -

PHASE 1

S206WH - CR3-P1 ROOF SECTIONS - EAST PENTHOUSE WALL - SILANE SEALER APPLICATION EXTENTS - PHASE 1

S207WH-

CR1&CR2-P3

ROOF SECTIONS - WEST PENTHOUSE - SOUNDING AND SUSPECTED/KNOWN DETERIORATION -

PHASE 3

S207WH- CR3-P3 ROOF SECTIONS - WEST PENTHOUSE WALL - SILANE SEALER APPLICATION EXTENTS - PHASE 3

S300 TYPICAL DETAILS

S301 TYPICAL DETAILS

S302 TYPICAL DETAILS

S303 TYPICAL DETAILS

VICINITY PLAN

PROJECT No. 2-1-552

WILSON HALL OVERALL VIEW

REVISIONS

REV. DESCRIPTION DATE

1 100% Construction Set 04/07/25

N/A

ABBREVIATION WORD OR PHRASE

& And @ At AB Anchor Bolt ACI American Concrete

Institute ADDL Additional AISC American Institute of Steel

Construction ALT Alternate APPROX Approximate ARCH Architect ASD Allowable Strength Design ASTM American Society for

Testing and Materials

BP Base Plate BLKG Blocking BM Beam BOT Bottom BRG Bearing BS Both Sides BTWN Between

CC Center to Center CJ Control Joint CIP Cast-in-place CL Center Line CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection CONST Construction CONT Continuous CTBR Counterbore CTR Center

DBA Deformed Bar Anchor DBL Double DET Detail DIA, ∅ Diameter DIAG Diagonal DL Dead Load DN Down DO Ditto DWG Drawing

(E) Existing EA Each EF Each Face EJ Expansion Joint EL Elevation EMB Embedment EOS Edge of Slab EQ Equal EQUIP Equipment ES Each Side ES&H Environment, Safety, and

Health EW Each Way

FDN Foundation FF Finish Floor FG Finish Grade FIN Finish FLR Floor FOC Face of Concrete FOM Face of Masonry FFDG Fermi Forward Discovery

Group, LLC FRP Fiber Reinforced Polymer FS Far Side FT Foot, Feet FTG Footing

GL Grid Line GR Grade

HA Hazard Analysis HDG Hot-dip Galvanized HGR Hanger HK Hook HORIZ Horizontal HSB High Strength Bolt HT Height

IBC International Building Code ICC International Code Council IN Inch, Inches INT Interior INV Inverted

K Kips KSI Kips per Square Inch

LBS Pounds LL Live Load LONG Longitudinal LTWT Lightweight

MAX Maximum MB Machine Bolt MECH Mechanical MFR Manufacturer MI Malleable Iron

ABBREVIATION WORD OR PHRASE

MIL 0.001 Inch MIN Minimum MISC Miscellaneous MPII Manufacturer's Printed

Installation Instructions

(N) New NO or # Number NS Near Side NTS Not to Scale NWT Normal Weight

OC On Center OD Outside Diameter OH Opposite Hand OPNG Opening OPP Opposite OSHA Occupational Safety and

Health Administration

PAF Powder-Actuated Fasteners

PART Partial PCF Pounds per Cubic Foot PSF Pounds per Square Foot PSI Pounds per Square Inch

RAD Radius REINF Reinforcing REQ Required RF Roof RO Rough Opening RND Round RR Remove & Replace

SAD See Architectural Drawings SCHED Schedule SEOR Structural Engineer of

Recordm SHT Sheet SIM Similar SMD See Mechanical Drawings SOG Slab on Grade SS Stainless Steel SSE Specialty Structural

Engineer STG Staggered STD Standard STRUCT Structural SYM Symmetrical

T&B Top and Bottom TOC Top of Concrete TOW Top of Wall TYP Typical

UON Unless Otherwise Noted

VERT Vertical VIF Verify in Field VTBW Vehicular-Traffic-Bearing

Waterproofing

W Width W/ With W/O Without WTS Welded Threaded Stud WWR Welded Wire Reinforcing

STRUCTURAL ABBREVIATIONS GENERAL REFERENCE SYMBOLS

GRID TYPES

GRID

LEVEL LINE

FIRST FLOOR

0' - 0"

NAME OF FLOOR LEVEL

INDICATES HEIGHT WITH RESPECT TO PROJECT DATUM

SECTION SYMBOL

X

SXXX

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

DIRECTION OF VIEW

ELEVATION SYMBOL

X

SXXX

DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

PLAN DETAIL SYMBOL

X

SXXX

DETAIL NUMBER

SHEET NUMBER OF WHERE THE DETAIL IS DRAWN

NORTH ARROW REFERENCE

ARROW DIRECTION TOWARDS NORTH

REVISION SCOPE AND NUMBER

REVISION NUMBER. REVISION HISTORY CAN BE

FOUND IN THE TITLE BLOCK

REVISION CLOUD INDICATING EXTENT OF REVISION

MATCH LINE REFERENCE

MATCHLINE SEE X/SXXX

STANDARD TITLE SYMBOL

X FIRST FLOOR PLAN

1/4" = 1'-0"

DETAIL NUMBER ON SHEET

NAME OF ASSOCIATED DETAIL

SCALE OF DETAIL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

1.

2.

A.

B.

C.

D.

3.

4.

5.

6.

1.

2.

A.

B.

C.

D.

1.

A.

B.

C.

D.

E.

a.

1.

2.

A.

B.

C.

PART 1 - GENERAL NOTES (Applicable to All Sheets)

Maintain a copy of all applicable contract documents, including approved shop drawings, at the site during all work covered under this contract.

Existing dimensions shown on the Drawings are based on the original building drawings and limited field measurements;

actual dimensions in the field may be different than shown.

All dimensions, elevations, and conditions shall be verified in the field by the Subcontractor and any discrepancies shall be brought to the attention of the Engineer for clarification before proceeding with the affected part of the Work. Verify all dimensions and field conditions prior to the submission of shop drawings or start of related Work. Upon receipt of shop drawings, the Engineer will assume that all field dimensions, elevations, and conditions have been verified by the subcontractor and that the shop drawings accurately reflect such verifications unless stated otherwise on the shop drawings.

Notify the Engineer immediately if existing conditions vary from those shown on the Drawings in a manner that precludes execution of the Work as shown. Do not disturb unexpected, previously concealed condition until the Engineer reviews.

The Drawings (plans, elevations, sections, and details) and Specifications show the overall intent and performance requirements of the Work; an individual detail is not provided for every condition. For conditions where a specific detail is not provided on the design drawings or a concealed condition arises, the Subcontractor should document existing conditions and provide proposed details consistent with those areas detailed on the design documents. The shop drawing shall provide the same level of aesthetics and compliance with performance criteria as indicated for detailed areas and stipulated in the project specifications.

Deficient work and/or work by the Subcontractor not in conformance with the Contract Documents shall be repaired at the subcontractor's expense. The Subcontractor shall compensate FFDG for services arising from deficient Work, review of modifications/subcontractor substitution, or expediting of submittals.

Subcontractor shall coordinate site restrictions and requirements with FFDG and shall submit an operations, logistics, and safety plan for review prior to starting work.

Subcontractor shall protect the existing building from the weather, damage, dust, debris, and unauthorized access during construction.

Maintain safe access to building and egress points at all times during construction.

Subcontractor shall protect existing building components to remain during Work on adjacent building components during construction.

All Work done in accordance with the Drawings shall be new unless noted otherwise.

PART 2 - GENERAL SITE WORKING CONDITIONS

The work will be taking place on the exterior of a occupied and in use facility. Subcontractor shall allow for the extra time necessary in their schedule. Notify and coordinate with FFDG if additional weekday shifts and/or weekends are required to perform the Work.

Normal Lab business hours are Monday through Friday 6:00am to 6:00pm. Available work hours are 6:30 am to dark Monday through Friday, subject to FFDG requirements.

Coordinate interior work and noisy work with FFDG. Subcontractor shall notify FFDG of noisy activities not previously discussed at weekly progress meetings prior to starting work activity.

PEAK HOUR NOISE RESTRICTIONS: FFDG will require Subcontractor to limit construction noise during normal business hours. This noise restriction applies mainly to drilling and hammering into the concrete structure as well as window sealant removal and grinding. While working at Wilson Hall and Ramsey Auditorium, the subcontractor's construction activities must comply with the Fermilab's peak hour noise restrictions between the hours of 6:30 am and 5 pm. No additional compensation will be provided for meeting this specification.

NOISY WORKING HOURS: Noisy construction applies mainly to drilling and hammering into the concrete structure as well as window sealant removal and grinding. Available work hours for noisy construction are 5 pm to dark, subject to high hazard work authorization. Subcontractor may begin mobilization for noisy construction at 4pm.

Do not perform any work outside available hours unless approved in writing by FFDG. Provide at least 48 hrs advance notice for requests to perform Work outside available hours.

Subcontractor to submit trash and construction debris disposal method in writing to be approved by FFDG and Engineer.

Limited storage and staging space may be available on site. Coordinate use with FFDG. FFDG reserves the right to refuse storage of any materials.

Subcontractor to provide temporary fencing around work area for the duration of Construction to ensure a secure perimeter.

Subcontractor to provide public access to the building through the existing doorways and provide canopies to protect from work above.

PART 3 - REQUIRED TRAINING

All training must be documented and submitted to FFDG for approval. All workers must have all required training. Please see Specifications 013100 for required training and additional information.

3.1 Required Safety Training

All documentation of training shall be submitted to FFDG prior to beginning construction.

Training includes, but may not be limited to the following:

Fall protection training for construction Fall protection competent person Mobile Elevating Work Platform (City of Chicago scaffold training required) Silica dust / respirator training

3.2 Expected Safety-Related Submittals

The following submittals are required to be submitted by the subcontractor and approved by FFDG ES&H prior to beginning work:

Hazard analysis form Site specific safety program Fall protection plan and fall rescue plan Subcontractor must coordinate with the Construction Coordinator to request that FFDG locate existing utilities in concrete walls, floors, ceiling (deck).

Subcontractor must provide for silica monitoring, reference Div. 01 Specifications, Attachment D, for further guidance.

Prior to the disturbance of concrete materials, the Fermilab Silica Guidelines must be followed, and the HA must describe the work steps, hazards and mitigations regarding the control of silica containing dust.

3.3 High Hazard Work

Work utilizing fall protection is considered high hazard work.

High Hazard Work outside of normal Lab business hours requires the following planning and prior approval prior to starting the High Hazard Work:

An adequate justification for such work outside of normal hours has been submitted to FFDG and approved. Such approval will only be granted by FFDG when it is in the interests of heightened safety at Fermilab.

The Subcontractor shall submit the hazard analysis for high hazard work, along with the justification, for review a minimum of seven (7) days in advance of any such operations outside normal hours and receive specific and written approval.

If such approval is granted, the Subcontractor shall conduct and document Pre- and Post job briefings on the work plan and safety mitigations included in the hazard analysis.

1.

2.

3.

1.

2.

3.

PART 4 - OTHER REQUIREMENTS

4.1 Dust Control and Silane/Coating Plan

Subcontractor to submit a dust control plan outlining dust mitigation measures and/or protective plans. Surrounding cars and facilities to be protected from dust.

Subcontractor to submit a methodology for application of the silane sealer and traffic coating. Surrounding cars and facilities to be protected from overspray or accidental application.

Damage to parked cars or facilities shall be repaired at the contractor's expense.

4.2 Suspended Scaffold

Subcontractor to submit a suspended scaffold plan showing intended locations, tie-off points, scaffold components and sizes, and number of expected drops.

A Licensed Structural Engineer in the State of Illinois shall stamp and seal the suspended scaffold plan and provide calculations providing information about the counterweights, tie-off points, and other design elements as required.

Subcontractor shall obtain the City of Chicago scaffold safety training and carry the cards for inspection by FFDG on site at any time.

1.

2.

1.

2.

3.

PART 5 - MOCKUPS

5.1 Board Formed Concrete

The existing construction is comprised of board formed concrete. The restoration will preserve and protect this aesthetic.

Processes that alter or damage the architectural nature of the facade are not permitted. Repairs shall match the existing facade in both texture and color.

5.2 Mockups

Develop concrete repair mixes for each type of repair to match the original in hardened cement paste color, aggregates, and similar proportions. Mix design(s) should be durable and mockups will be required to illustrate preparation work, anchorage, installation, and finish. Three concrete repair types (slab topside, vertical repair, and slab underside) are included in the work.

Multiple mockups may be required until the desired color and texture match is approved by FFDG.

See Specifications 030100 Concrete Repair for additional information.

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

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GENERAL NOTES

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REVISIONS

RESTRICT ACCESS

USING FENCING

PROVIDE OVERHEAD

PROTECTION CANOPY AT ALL

DOORS TO REMAIN IN USE

DURING CONSTRUCTION, TYP

PROTECT

SKYLIGHTS AT

LEVEL 1 DURING

CONSTRUCTION

CANOPY/OVERHEAD

PROTECTION

LEGEND

SKYLIGHT TO PROTECT

ROOF DECK (CLOSED BY

FERMILAB)

RESTRICT ACCESS USING

FENCING DURING

CONSTRUCTION

PROTECT SKYLIGHT AT ROOF LEVEL

EXISTING PLAZA DECK -

FERMILAB WILL CLOSE

AS NEEDED DURING

CONSTRUCTION

PROVIDE OVERHEAD

PROTECTIVE CANOPY

DURING CONSTRUCTION -

ENTIRE WIDTH OF SOUTH

ELEVATION

RESTRICT ACCESS

USING FENCING

LOADING DOCK

TO REMAIN IN

SERVICE.

PROVIDE HIGH

BAYS FOR

TRUCKS

PROTECT

ELECTRICAL SWITCH

FROM DEBRIS/ DUST/

SANDBLASTING

ACTIVITIES

1 THIS LEGEND IS COLOR CODED. PRINT THESE

DRAWINGS IN COLOR TO MAINTAIN LEGEND.

NOT TO SCALE

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

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WILSON HALL FACADE REPAIRS AND

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SITE PLAN AND PROTECTIVE CANOPY

PLAN S002WH

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SITE PLAN

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REVISIONS

8 7 6 5 4 3 2 1

A

D

G

K

S200WH-

CR2-P1

WILSON

HALL

0'

-0 " A

T

LE

VE

L

2' -9

" A T

LE

VE

L

213'-0" ±

VA

R

IE

S:

ALL VERTICAL AND UNDERSIDE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

WINDOW SEALANT

REMOVAL AND

REPLACEMENT ENTIRE

WINDOW PERIMETER, TYP

PATCH AND RECOAT

TRAFFIC MEMBRANE

ON TOP OF WINDOW

LEDGES, TYP

S302

TYP

NOT TO SCALE

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

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OVERALL PLAN PHASE 1 SCOPE

S100WH- P1

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OVERALL PLAN - PHASE 1

PLAN TRUE

REVISIONS

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S201WH-

CR2-P2

S202WH-

CR2-P2

1 WILSON

HALL

0'

-0 " A

T

LE

VE

L

2' -9

" A T

LE

VE

L

213'-0" ±

VA

R

IE

S:

ALL VERTICAL AND UNDERSIDE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

PATCH AND RECOAT

TRAFFIC MEMBRANE

ON TOP OF PLAZA

WALLS, TYP

VERTICAL PLAZA WALL

SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE

SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW

SILANE SEALER, TYP

PROTECT IN PLACE WILSON

HALL LETTERING

S201WH-

CR1-P2

S201WH-

CR1-P2

S201WH-

CR1-P2

SIM.

S201WH-

CR1-P2

SIM.

S201WH-

CR1-P2

S201WH-

CR1-P2

SIM.

NOT TO SCALE

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

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WILSON HALL FACADE REPAIRS AND

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OVERALL PLAN PHASE 2 SCOPE

S100WH- P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

OVERALL PLAN - PHASE 2

PLAN TRUE

REVISIONS

D

G

K

S203WH-

CR2-P3

WILSON

HALL

0'

-0 " A

T

LE

VE

L

2' -9

" A T

LE

VE

L

213'-0" ±

VA

R

IE

S:

ALL VERTICAL AND UNDERSIDE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

WINDOW SEALANT

REMOVAL AND

REPLACEMENT ENTIRE

WINDOW PERIMETER, TYP

PATCH AND RECOAT

TRAFFIC MEMBRANE

ON TOP OF WINDOW

LEDGES, TYP

S302

1 TYP

NOT TO SCALE

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:4

WILSON HALL FACADE REPAIRS AND

RESTORATION

OVERALL PLAN PHASE 3 SCOPE

S100WH- P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

OVERALL PLAN - PHASE 3

PLAN TRUE

REVISIONS

C

D G

H K

BEAM REPAIR, TYP:

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

ALL CONCRETE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

MASONRY REPAIR:

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED

REPAIR AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF 100% NEW COATING

CONCRETE REPAIR, WALLS:

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:4

WILSON HALL FACADE REPAIRS AND

RESTORATION

ROOF PLAN PHASE 1

S101WH- P1

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

RSH

KC

KC

NTS

WILSON HALL ROOF PLAN - PHASE 1

PLAN TRUE

REVISIONS

C

D G

H K

ALL CONCRETE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:5

WILSON HALL FACADE REPAIRS AND

RESTORATION

ROOF PLAN PHASE 2

S101WH- P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

RSH

KC

KC

NTS

WILSON HALL ROOF PLAN - PHASE 2

PLAN TRUE

REVISIONS

C

D G

H K

BEAM REPAIR, TYP:

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

ALL CONCRETE SURFACES:

(E) COATING REMOVAL

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER •

MASONRY REPAIR:

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED

REPAIR AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF 100% NEW COATING

CONCRETE REPAIR, WALLS:

SOUND ALL CONCRETE SURFACES

CONCRETE REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER

SCOPE OF WORK LEGEND - TYPICAL EACH FLOOR

ALL CONCRETE SURFACES:

(E) COATING REMOVAL FROM VERTICAL AND UNDERSIDE SURFACES

(ASSUME 100% POWER WASH; 20% CHEMICAL CLEAN, 20% SANDBLAST)

SOUND ALL CONCRETE SURFACES (TOPSIDE, UNDERSIDE, VERTICAL)

REPAIR AS REQUIRED. TO MATCH (E) COLOR AND TEXTURE PER MOCKUP.

SEE DETAILS ON AND

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

PATCH AND RECOAT TRAFFIC MEMBRANE ON TOP OF WINDOW LEDGES,

AND PLAZA WALLS [SIKALASTIC PEDESTRIAN TRAFFIC 1500]

WINDOW SEALANT REMOVAL & SEALANT REPLACEMENT [DOWSIL 756]

PROTECT IN PLACE WILSON HALL LETTERING

S300 S301

CONCRETE BEAM REPAIR (ROOF ONLY)

SOUND ALL CONCRETE SURFACES

REPAIR AS REQUIRED

APPLICATION OF NEW SILANE SEALER TO VERTICAL AND UNDERSIDE

SURFACES [SIKA H-1000]

APPLICATION OF NEW TRAFFIC MEMBRANE ON TOP SURFACES

[SIKALASTIC PEDESTRIAN TRAFFIC 1500]

MASONRY PENTHOUSE REPAIR (ROOF ONLY)

100% POWER WASH

REMOVE (E) COATING WHERE DAMAGED (ASSUME 100% POWER WASH;

20% CHEMICAL CLEAN, 20% SANDBLAST)

REPAIR CMU AS REQUIRED (BLOCK REPAIR AND/OR MORTAR REPAIR)

APPLICATION OF NEW COATING [SIKAGARD 550W ELASTOCOLOR]

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:5

WILSON HALL FACADE REPAIRS AND

RESTORATION

ROOF PLAN PHASE 3

S101WH- P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

RSH

KC

KC

NTS

WILSON HALL ROOF PLAN - PHASE 3

PLAN TRUE

REVISIONS

LOADING DOCK DOOR CONNECTION TO HELEN

EDWARDS ENGINEERING

RESEARCH CENTER

DOORDOOR

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S206WH - CR3-P1

S101WH- P1

S204WH-CR2

S205WH-CR2

S101WH- P1

S206WH - CR3-P1

S206WH -

CR1&CR2-P1

S200WH- CR2-P1

NOT TO SCALE

LEGEND1:

SOUND ALL CONCRETE SURFACES

INCLUDING VERTICAL, TOPSIDE AND

UNDERSIDE SURFACES.

REPAIR DETERIORATED LOCATIONS IN

ACCORDANCE WITH THE FOLLOWING

DETAILS:

DETAIL(S):

5 / S300

2 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

4 / S300

3 / S300OR

6 / S300OR

TOPSIDE SURFACE

UNDERSIDE SURFACE

VERTICAL SURFACE

NOTE:

FOR LOCATIONS OF SUSPECTED/KNOWN DETERIORATION, SEE SHEET

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:0

WILSON HALL FACADE REPAIRS AND

RESTORATION

EAST ELEVATION - SOUNDING EXTENTS

- PHASE 1 S200WH-

CR1-P1

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

EAST ELEVATION - SOUNDING EXTENTS - PHASE 1

REVISIONS

B B B B B B

B B

EF B B B B B

B

B B B

LOADING DOCK DOOR CONNECTION TO HELEN

EDWARDS ENGINEERING

RESEARCH CENTER

DOORDOOR

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S206WH - CR3-P1

S101WH- P1

S204WH-CR2

S205WH-CR2

S101WH- P1

S206WH - CR3-P1

S206WH -

CR1&CR2-P1

NOT TO SCALE

1.

2.

3.

4.

5.

6.

CONCRETE REPAIR NOTES:

THE SYMBOLS PROVIDED IN THE CONCRETE REPAIR LEGEND ABOVE INDICATE A SUSPECTED OR KNOWN CONCRETE REPAIR LOCATION. OTHER REPAIR LOCATIONS WILL BE ADDED FROM INSPECTION AND

SOUNDING OF THE FACADE. CONTRACTOR SHALL SOUND 100% OF CONCRETE SURFACES.

REPAIR ONLY LOCATIONS THAT ARE DETERIORATED.

TYPICAL REPAIR DETAILS ARE SHOWN ON SHEETS AND .

THE BID REPAIR QUANTITIES ARE SHOWN ON BID FORM.

ALL REPAIRS TO MATCH SURROUNDING ORIGINAL CONCRETE (AFTER CLEANING).

REPAIR LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON VISUAL SURVEY FROM JULY 2024 AND SERVE

AS BASIS FOR REPAIR QUANTITIES.

S301S300

LEGEND1:

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON BOTTOM OF SLAB

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON FACE OF SLAB

CRACKING

DELAMINATED CONCRETE

CRACK IS ON BACKSIDE OF ELEMENT SHOWNB

CRACK IS ON EACH FACE OF ELEMENT SHOWNEF

PREVIOUS CONCRETE REPAIR PATCH

DETAIL(S):

1 / S300

4 / S300

5 / S300

5 / S300

5 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

ROOF BEAM CRACKING 1 / S300

6 / S300

6 / S300

6 / S300

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:1

WILSON HALL FACADE REPAIRS AND

RESTORATION

EAST ELEVATION - SUSPECTED/KNOWN

DETERIORATION - PHASE 1 S200WH-

CR2-P1

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

EAST ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 1

REVISIONS

LOADING DOCK DOOR CONNECTION TO HELEN

EDWARDS ENGINEERING

RESEARCH CENTER

DOORDOOR

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S206WH - CR3-P1

S101WH- P1

S204WH-CR2

S205WH-CR2

S101WH- P1

S206WH - CR3-P1

S206WH -

CR1&CR2-P1

NOT TO SCALE

LEGEND1:

APPLICATION OF SILANE SEALER; APPLY

ON ALL VERTICAL AND UNDERSIDE

SURFACES.

FOR TREATMENT OF TOPSIDE SURFACES,

REFER TO S100WH AND S101WH SHEETS

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:1

WILSON HALL FACADE REPAIRS AND

RESTORATION

EAST ELEVATION - SILANE SEALER

APPLICATION EXTENTS - PHASE 1 S200WH-

CR3-P1

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

EAST ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 1

REVISIONS

S302

TYPICAL WINDOW

PERIMETER SEALANT

REPLACEMENT

LOADING DOCK DOOR CONNECTION TO HELEN

EDWARDS ENGINEERING

RESEARCH CENTER

DOORDOOR

NOT TO SCALE

LEGEND1:

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON LEDGES

DETAIL(S):

1 / S302

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON BEAM TOP 5 / S302 SIM.

REMOVE AND REPLACE CONCRETE TO

WINDOW SEALANT JOINT

2 / S302

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:2

WILSON HALL FACADE REPAIRS AND

RESTORATION

EAST ELEVATION - WATERPROOFING &

SEALANT REPLACEMENT EXTENTS -

PHASE 1

S200WH-

WP1-P1

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

EAST ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 1

REVISIONS

K H G ACD

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

S201WH- CR2-P2

NOT TO SCALE

LEGEND1:

SOUND ALL CONCRETE SURFACES

INCLUDING VERTICAL, TOPSIDE AND

UNDERSIDE SURFACES.

REPAIR DETERIORATED LOCATIONS IN

ACCORDANCE WITH THE FOLLOWING

DETAILS:

DETAIL(S):

5 / S300

2 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

4 / S300

3 / S300OR

6 / S300OR

TOPSIDE SURFACE

UNDERSIDE SURFACE

VERTICAL SURFACE

NOTE:

FOR LOCATIONS OF SUSPECTED/KNOWN DETERIORATION, SEE SHEET

WINDOWS AND DOOR

SOUND VERTIAL

SURFACES OF

COURTYARD WALLS

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:2

WILSON HALL FACADE REPAIRS AND

RESTORATION

NORTH ELEVATION - SOUNDING

EXTENTS - PHASE 2 S201WH-

CR1-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

NORTH ELEVATION - SOUNDING EXTENTS - PHASE 2

NTS

EAST ELEVATION AT PLAZA- SOUNDING EXTENTS - PHASE 2

NTS

EAST ELEVATION AT PLAZA INTERIOR - SOUNDING EXTENTS - PHASE 2

NTS

COURTYARD WALL AT PLAZA SOUNDING - PHOTO - PHASE 2

REVISIONS

REPLACE SEALANT AT DOOR LOWER LEVEL

CRACKING AT

INTERFACE

K H G ACD

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

NOT TO SCALE

1.

2.

3.

4.

5.

6.

CONCRETE REPAIR NOTES:

THE SYMBOLS PROVIDED IN THE CONCRETE REPAIR LEGEND ABOVE INDICATE A SUSPECTED OR KNOWN CONCRETE REPAIR LOCATION. OTHER REPAIR LOCATIONS WILL BE ADDED FROM INSPECTION AND

SOUNDING OF THE FACADE. CONTRACTOR SHALL SOUND 100% OF CONCRETE SURFACES.

REPAIR ONLY LOCATIONS THAT ARE DETERIORATED.

TYPICAL REPAIR DETAILS ARE SHOWN ON SHEETS AND .

THE BID REPAIR QUANTITIES ARE SHOWN ON BID FORM.

ALL REPAIRS TO MATCH SURROUNDING ORIGINAL CONCRETE (AFTER CLEANING).

REPAIR LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON VISUAL SURVEY FROM JULY 2024 AND SERVE

AS BASIS FOR REPAIR QUANTITIES.

S301S300

LEGEND1:

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON BOTTOM OF SLAB

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON FACE OF SLAB

CRACKING

DELAMINATED CONCRETE

CRACK IS ON BACKSIDE OF ELEMENT SHOWNB

CRACK IS ON EACH FACE OF ELEMENT SHOWNEF

PREVIOUS CONCRETE REPAIR PATCH

DETAIL(S):

1 / S300

4 / S300

5 / S300

5 / S300

5 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

ROOF BEAM CRACKING 1 / S300

6 / S300

6 / S300

6 / S300

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

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_2

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7/

1:

:3

WILSON HALL FACADE REPAIRS AND

RESTORATION

NORTH ELEVATION -

SUSPECTED/KNOWN DETERIORATION -

PHASE 2

S201WH-

CR2-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

NORTH ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 2

REVISIONS

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

NOT TO SCALE

LEGEND1:

APPLICATION OF SILANE SEALER; APPLY

ON ALL VERTICAL AND UNDERSIDE

SURFACES.

FOR TREATMENT OF TOPSIDE SURFACES,

REFER TO S100WH AND S101WH SHEETS

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

WINDOWS AND DOOR

SILANE ON VERTIAL

SURFACES OF

COURTYARD WALLS

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

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\D oc um en ts \S

_2

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1:

:4

WILSON HALL FACADE REPAIRS AND

RESTORATION

NORTH ELEVATION - SILANE SEALER

APPLICATION EXTENTS - PHASE 2 S201WH-

CR3-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

NORTH ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 2

NTS

EAST ELEVATION AT PLAZA INTERIOR - SILANE EXTENTS - PHASE 2

NTS

EAST ELEVATION AT PLAZA- SILANE EXTENTS - PHASE 2

NTS

COURTYARD WALL AT PLAZA- PHOTO - PHASE 2

REVISIONS

AT PLAZA WALLS

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

S303

2_______TYP.

7TH - 15TH

FLOORS

S303

1_______TYP.

2ND - 6TH

FLOORS

NOT TO SCALE

LEGEND1:

REMOVE AND REPLACE CONCRETE TO

CURTAIN WALL SEALANT JOINT

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

DETAIL(S):

REMOVE AND REPLACE CONCRETE TO

WINDOW SEALANT JOINT

1 / S303

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON LEDGES

3 / S303

1 / S302

2 / S303

6 / S302 7 / S302 8 / S302

WATERPROOFING

MEMBRANE ON

SKYWARD SURFACES

OF COURTYARD WALLS

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

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\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:5

WILSON HALL FACADE REPAIRS AND

RESTORATION

NORTH ELEVATION - WATERPROOFING

& SEALANT REPLACEMENT EXTENT -

PHASE 2

S201WH-

WP1-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

NORTH ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENT - PHASE 2

NTS

COURTYARD WALL AT PLAZA WATERPROOFING - PHOTO - PHASE 2

REVISIONS

A C D KHG

CONNECTION TO RAMSEY AUDITORIUM

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

S202WH- CR2-P2

NOT TO SCALE

LEGEND1:

SOUND ALL CONCRETE SURFACES

INCLUDING VERTICAL, TOPSIDE AND

UNDERSIDE SURFACES.

REPAIR DETERIORATED LOCATIONS IN

ACCORDANCE WITH THE FOLLOWING

DETAILS:

DETAIL(S):

5 / S300

2 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

4 / S300

3 / S300OR

6 / S300OR

TOPSIDE SURFACE

UNDERSIDE SURFACE

VERTICAL SURFACE

NOTE:

FOR LOCATIONS OF SUSPECTED/KNOWN DETERIORATION, SEE SHEET

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

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\D oc um en ts \S

_2

4_

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7/

1:

:5

WILSON HALL FACADE REPAIRS AND

RESTORATION

SOUTH ELEVATION - SOUNDING

EXTENTS - PHASE 2 S202WH-

CR1-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

SOUTH ELEVATION - SOUNDING EXTENTS - PHASE 2

REVISIONS

B

B

A C D KHG

CONNECTION TO RAMSEY AUDITORIUM

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

NOT TO SCALE

1.

2.

3.

4.

5.

6.

CONCRETE REPAIR NOTES:

THE SYMBOLS PROVIDED IN THE CONCRETE REPAIR LEGEND ABOVE INDICATE A SUSPECTED OR KNOWN CONCRETE REPAIR LOCATION. OTHER REPAIR LOCATIONS WILL BE ADDED FROM INSPECTION AND

SOUNDING OF THE FACADE. CONTRACTOR SHALL SOUND 100% OF CONCRETE SURFACES.

REPAIR ONLY LOCATIONS THAT ARE DETERIORATED.

TYPICAL REPAIR DETAILS ARE SHOWN ON SHEETS AND .

THE BID REPAIR QUANTITIES ARE SHOWN ON BID FORM.

ALL REPAIRS TO MATCH SURROUNDING ORIGINAL CONCRETE (AFTER CLEANING).

REPAIR LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON VISUAL SURVEY FROM JULY 2024 AND SERVE

AS BASIS FOR REPAIR QUANTITIES.

S301S300

LEGEND1:

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON BOTTOM OF SLAB

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON FACE OF SLAB

CRACKING

DELAMINATED CONCRETE

CRACK IS ON BACKSIDE OF ELEMENT SHOWNB

CRACK IS ON EACH FACE OF ELEMENT SHOWNEF

PREVIOUS CONCRETE REPAIR PATCH

DETAIL(S):

1 / S300

4 / S300

5 / S300

5 / S300

5 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

ROOF BEAM CRACKING 1 / S300

6 / S300

6 / S300

6 / S300

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:0

WILSON HALL FACADE REPAIRS AND

RESTORATION

SOUTH ELEVATION -

SUSPECTED/KNOWN DETERIORATION -

PHASE 2

S202WH-

CR2-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

SOUTH ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 2

REVISIONS

ROOF RISING

WALLS. SEE

SCOPE:

S101WH- P2

S204WH-CR2

S205WH-CR2

NOT TO SCALE

LEGEND1:

APPLICATION OF SILANE SEALER; APPLY

ON ALL VERTICAL AND UNDERSIDE

SURFACES.

FOR TREATMENT OF TOPSIDE SURFACES,

REFER TO S100WH AND S101WH SHEETS

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:0

WILSON HALL FACADE REPAIRS AND

RESTORATION

SOUTH ELEVATION - SILANE SEALER

APPLICATION EXTENTS- PHASE 2 S202WH-

CR3-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

SOUTH ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 2

REVISIONS

WATERPROOFING COATING

ON WINDOW LEDGES, TYP

S303 1_______

S303

2_______TYP.

7TH - 15TH

FLOORS

TYP.

2ND - 6TH

FLOORS

NOT TO SCALE

LEGEND1:

REMOVE AND REPLACE CONCRETE TO

CURTAIN WALL SEALANT JOINT

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

DETAIL(S):

REMOVE AND REPLACE CONCRETE TO

WINDOW SEALANT JOINT

1 / S303

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON LEDGES

3 / S303

1 / S302

2 / S303

6 / S302 7 / S302 8 / S302

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:1

WILSON HALL FACADE REPAIRS AND

RESTORATION

SOUTH ELEVATION - WATERPROOFING

& SEALANT REPLACEMENT EXTENTS -

PHASE 2

S202WH-

WP1-P2

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

SOUTH ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 2

REVISIONS

1 2 3 4 5 6 7 8

DOOR

WINDOW ABOVE CONCRETE

KNEE WALL,

TYP. GROUND FLOOR

CONCRETE KNEE

WALL

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S207WH- CR3-P3

S101WH- P3

S204WH-CR2

S205WH-CR2

S101WH- P3

S207WH- CR3-P3

S207WH-

CR1&CR2-P3

S203WH- CR2-P3

NOT TO SCALE

LEGEND1:

SOUND ALL CONCRETE SURFACES

INCLUDING VERTICAL, TOPSIDE AND

UNDERSIDE SURFACES.

REPAIR DETERIORATED LOCATIONS IN

ACCORDANCE WITH THE FOLLOWING

DETAILS:

DETAIL(S):

5 / S300

2 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

4 / S300

3 / S300OR

6 / S300OR

TOPSIDE SURFACE

UNDERSIDE SURFACE

VERTICAL SURFACE

NOTE:

FOR LOCATIONS OF SUSPECTED/KNOWN DETERIORATION, SEE SHEET

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:1

WILSON HALL FACADE REPAIRS AND

RESTORATION

WEST ELEVATION - SOUNDING EXTENTS

- PHASE 3 S203WH-

CR1-P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

WEST ELEVATION SOUNDING EXTENTS - PHASE 3

REVISIONS

EF B EF B B B BB B EF

DOOR

WINDOW ABOVE CONCRETE

KNEE WALL,

TYP. GROUND FLOOR

CONCRETE KNEE

WALL

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S207WH- CR3-P3

S101WH- P3

S204WH-CR2

S205WH-CR2

S101WH- P3

S207WH- CR3-P3

S207WH-

CR1&CR2-P3

NOT TO SCALE

1.

2.

3.

4.

5.

6.

CONCRETE REPAIR NOTES:

THE SYMBOLS PROVIDED IN THE CONCRETE REPAIR LEGEND ABOVE INDICATE A SUSPECTED OR KNOWN CONCRETE REPAIR LOCATION. OTHER REPAIR LOCATIONS WILL BE ADDED FROM INSPECTION AND

SOUNDING OF THE FACADE. CONTRACTOR SHALL SOUND 100% OF CONCRETE SURFACES.

REPAIR ONLY LOCATIONS THAT ARE DETERIORATED.

TYPICAL REPAIR DETAILS ARE SHOWN ON SHEETS AND .

THE BID REPAIR QUANTITIES ARE SHOWN ON BID FORM.

ALL REPAIRS TO MATCH SURROUNDING ORIGINAL CONCRETE (AFTER CLEANING).

REPAIR LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON VISUAL SURVEY FROM JULY 2024 AND SERVE

AS BASIS FOR REPAIR QUANTITIES.

S301S300

LEGEND1:

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON BOTTOM OF SLAB

SPALLED CONCRETE WITH EXPOSED

REINFORCEMENT ON FACE OF SLAB

CRACKING

DELAMINATED CONCRETE

CRACK IS ON BACKSIDE OF ELEMENT SHOWNB

CRACK IS ON EACH FACE OF ELEMENT SHOWNEF

PREVIOUS CONCRETE REPAIR PATCH

DETAIL(S):

1 / S300

4 / S300

5 / S300

5 / S300

5 / S300

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

ROOF BEAM CRACKING 1 / S300

6 / S300

6 / S300

6 / S300

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

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7/

1:

:2

WILSON HALL FACADE REPAIRS AND

RESTORATION

WEST ELEVATION - SUSPECTED/KNOWN

DETERIORATION - PHASE 3 S203WH-

CR2-P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

WEST ELEVATION - SUSPECTED/KNOWN DETERIORATION - PHASE 3

REVISIONS

DOOR

WINDOW ABOVE CONCRETE

KNEE WALL,

TYP. GROUND FLOOR

CONCRETE KNEE

WALL

FOR SCOPE OF WORK IN THIS

AREA ON THE PENTHOUSE

WALLS, SEE THE FOLLOWING:

MASONRY -

CONCRETE -

S207WH- CR3-P3

S101WH- P3

S204WH-CR2

S205WH-CR2

S101WH- P3

S207WH- CR3-P3

S207WH-

CR1&CR2-P3

NOT TO SCALE

LEGEND1:

APPLICATION OF SILANE SEALER; APPLY

ON ALL VERTICAL AND UNDERSIDE

SURFACES.

FOR TREATMENT OF TOPSIDE SURFACES,

REFER TO S100WH AND S101WH SHEETS

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:3

WILSON HALL FACADE REPAIRS AND

RESTORATION

WEST ELEVATION - SILANE SEALER

APPLICATION EXTENTS - PHASE 3 S203WH-

CR3-P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

WEST ELEVATION - SILANE SEALER APPLICATION EXTENTS - PHASE 3

REVISIONS

S302

TYPICAL WINDOW

PERIMETER SEALANT

REPLACEMENT

DOOR

WINDOW ABOVE CONCRETE

KNEE WALL,

TYP. GROUND FLOOR

CONCRETE KNEE

WALL

NOT TO SCALE

LEGEND1:

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON LEDGES

DETAIL(S):

1 / S302

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN COLOR

TO MAINTAIN LEGEND.

APPLICATION OF TRAFFIC BEARING

WATERPROOFING MEMBRANE ON BEAM TOP 5 / S302 SIM.

REMOVE AND REPLACE CONCRETE TO

WINDOW SEALANT JOINT

2 / S302

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD APPROVED

SUBMITTED

A/E CONSULTANT DATE FERMI LAB DATE

PROJECT NAME.

SHEET NAME:

REVISION NO.FIMS. NO.

INFRASTRUCTURE

SERVICES DIVISION

SUBCONTRACT NO. 720342

001 1

C :\U se rs

\tc va ch on

\D oc um en ts \S

_2

4_

R

_t cv ac ho n.

rv t 4/

7/

1:

:3

WILSON HALL FACADE REPAIRS AND

RESTORATION

WEST ELEVATION - WATERPROOFING &

SEALANT REPLACEMENT EXTENTS -

PHASE 3

S203WH-

WP1-P3

ISD 2-1-552

Is su e D at e

A P R

IL

SGH

MSL/TCV

RSH

KC

NTS

WEST ELEVATION - WATERPROOFING & SEALANT REPLACEMENT EXTENTS - PHASE 3

REVISIONS

C

D G

H K

S207WH-

CR1&CR2-P3

S206WH

CR1&CR2-P1

PROTECT SKYLIGHTS

2 2 11

1 2 2 2

1 1 1

1 1

PH

AS

E

EX

TE

N

TS

PH

AS

E

EX

TE

N

TS

PH

AS

E

EX

TE

N

TS

NOT TO SCALE

LEGEND1:

WALL CRACK

PERPENDICULAR TO PLAN

VIEW

WALL CRACK

DETAILS:

1 THIS LEGEND IS COLOR CODED. PRINT THESE DRAWINGS IN

COLOR TO MAINTAIN LEGEND.

1 DIAGONAL WALL CRACKING

VERTICAL WALL CRACKING

HORIZONTAL WALL CRACKING

4 / S301

1 / S300

MASONRY -

CONCRETE -

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

CONCEPT

DISCIPLINE

REVIEW

ENG. REVIEWED

ISD…