00 Drawings.pdf

PDF 3 MB Posted Jan 25, 2024

Attached to: Request for Proposal: Adair Stair Replacement and Loading Dock Upgrades Federal contract opportunity
Solicitation number: 47PF0024R0020
Issued by: General Services Administration Public Buildings Service Region 5

About this file

Written by GovTribe AI · Jan 25, 2024

This solicitation requests proposals for construction services for stair and loading dock replacement and upgrades at the E. Ross Adair Federal Building & U.S. Courthouse in Fort Wayne, Indiana. The scope of work includes replacing stairs and sidewalks at the north mechanical room, replacing two loading dock personnel doors and stairs, repairing deteriorated concrete, installing new traffic-bearing membrane, replacing stairs and landings at the south secured parking area, repointing mortar joints and installing sealant on the west facade, removing concrete topping to allow for waterproofing repairs and reinstallation at the west plaza, and removing and replacing deteriorated concrete topping at the west employee entrance. Proposals are due by December 15, 2023, with award anticipated on January 15, 2024. The General Services Administration Public Buildings Service Region 5 is the contracting agency.

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Drawings_Ross Adair_2024-02-20_Addendum No. 1.pdf	PDF	Feb 23, 2024
RFP Package 47PF0024R0020.pdf	PDF	Jan 25, 2024

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Client

Consultants

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd Floor

Chicago, IL 60604

Issued for Solicitation

2022.0702.A

10/27/2023

KAG

10/27/2023

As Noted

NJF

Title Sheet

G-001

CLIENT:

WJE Job Number:

ARCHITECTS AND ENGINEERS:

WJE

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205 Indianapolis, Indiana 46250

2022.0702.A

10/27/2023 - Issued for Solicitation

E. Ross Adair Federal Building & U.S. Courthouse Exterior Concrete Stair Replacement and Loading Dock Upgrade 1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration 230 South Dearborn St, 33rd Floor Chicago, IL 60604

Sheet List Table Sheet Number Sheet Title

G-001 Title Sheet G-002 Notes S-101 Site Plan S-401 Enlarged Plans S-402 Enlarged Elevations S-403 Enlarged Sections S-501 Details S-502 Door Details S-503 Typical Details

1 SCALE: N.T.S

SITE PLAN

Client

Consultants

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, In c.

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Notes

G-002

SCOPE OF WORK

The project scope shall include all work indicated, associated with, or required by the items shown on the drawings and/or described below, whether specifically listed or not. The work of this project shall include, but not be limited to, the following:

1. Provide scaffolding, aerial lifts, and/or other means of access to work areas

2. Provide temporary barriers, fencing and signage as required for security of work areas

3. Temporarily remove and store or protect all in-place existing items including exterior finishes, light fixtures, electrical equipment, and other utilities as required to perform the work. Reinstall items to match existing or remove temporary protection after completion of work. Repair handrail coatings as required if damaged during work

4. Mechanical Room (North) Stairs

4.a. Replace existing stairs, landing and sidewalk 4.b. Repair deteriorated concrete at stairwell retaining walls 4.c. Remove and replace failed sealants at coping units

5. Loading Dock 5.a. Replace existing north loading dock access personnel door, frame, and threshold 5.b. Replace existing south loading dock access personnel door, frame, and threshold 5.c. Replace existing loading dock stairs 5.d. Repair deteriorated concrete at loading dock wall 5.e. Install new traffic-bearing membrane to loading dock

6. Secured Parking (South) Stair 6.a. Replace lower two flights of existing stairs and landings 6.b. Install new traffic-bearing membrane to new and existing stairs and landings

7. West Facade 7.a. Repoint existing mortar joints at north end of west facade 7.b. Install new sealant around windows, louvers and between dissimilar types of stone

8. West Plaza 8.a. Support existing stone veneer base to remain as required 8.b. Remove existing concrete topping slab at base of west facade to expose existing buried waterproofing 8.c. Install new flashing with reglet into backup 8.d. Install new waterproofing. Lap new waterproofing onto existing waterproofing and new flashing 8.e. Install temporary end dams to surround repair area and flood test new waterproofing 8.f. Reinstall concrete topping slab where removed to match existing. Contractor to prepare a minimum of 3 concrete sample mockups, measuring 18" square, demonstrating color and finish for owner's review and approval prior to concrete placement. Prepare additional mockups as required until approved

9. West Employee Entrance Topping Slab

9.a. Remove existing deteriorated concrete topping slab 9.b. Install new concrete topping slab to match

10. Upon completion of work remove and dispose of all waste materials and perform final cleaning of work and staging areas.

CODE INFORMATION

1. Codes and Standards

1.a. P100 Facilities Standards for the Public Buildings Service 1.b. 2021 International Building Code (IBC 2021) 1.c. 2021 National Fire Protection Association Life Safety Code (NFPA 101)

2. Risk Category II

GENERAL NOTES

1. Drawings and associated specifications apply only to the specific project identified in title block and shall not be used for any other purpose without specific written consent of Architect/Engineer, Architect/Engineer's sub-consultants, and

Owner. Any unauthorized use of Architect/Engineer's work product shall be at user's sole risk and user shall indemnify Architect/Engineer against any liability or legal exposure related to the unauthorized use.

2. Drawings and specifications are complementary, are to be taken as a whole, and should include sufficient information necessary for the execution and completion of the work in a manner consistent with the design intent. In the absence of explicit or reasonably inferable information on drawings or in specifications, promptly seek clarification from Architect/Engineer as a request for information.

3. Specified products are believed to have properties adequate for the intended purpose. If Contractor has previously found specified products to be unacceptable for any reason, Contractor shall promptly inform Architect/Engineer as a request for substitution.

4. Promptly report to Architect/Engineer as a request for information known or suspected errors, inconsistencies, or omissions within or between drawings and specifications as well as known or suspected variance of drawings and specifications from existing conditions. Unless otherwise directed by Architect/Engineer, the more stringent requirement or better quality shall take precedence.

5. Dimensions, quantities, and geometries provided for existing construction are based on original drawings and limited field documentation by Architect/Engineer. Field verify applicable information prior to submitting a bid, ordering materials, or otherwise committing resources to the work. Provided dimensions take precedence over scaled dimensions.

6. Provide labor, materials, equipment, supervision, and coordination directly and incidentally necessary to perform the work in accordance with contract documents.

7. Activities or duties of Architect/Engineer or tests, inspections, or approvals required or performed by third parties shall not relieve Contractor of its obligation to perform the work in accordance with contract documents.

8. Secure and pay for all fees, licenses, and inspections by government agencies necessary for proper and compliant execution and completion of the work.

9. Comply with and give notices required by laws, statutes, ordinances, codes, rules and regulations, and lawful orders of authorities having jurisdiction applicable to the work.

10. Supply Owner with safety data sheets (SDS) for each chemical that will be brought onto Owner's property.

11. Contractor is solely responsible for, and shall have sole control over, construction means, methods, techniques, sequences, and procedures, and for coordinating all portions of the work. Architect/Engineer has no such responsibilities.

Specific instruction that may be given in contract documents concerning construction means, methods, techniques, sequences, or procedures shall not relieve Contractor of its responsibility for control and coordination.

12. Contractor is solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the work. Architect/Engineer has no such responsibilities beyond its own employees.

13. The work will be performed at an occupied and operational facility. Coordinate construction activities and procedures with Owner to (a) maintain unobstructed existing means of egress from facility; (b) comply with facility's existing security procedures and requirements; and (c) provide not less than 48 hours advance notice and gain approval from Owner prior to construction activities that will disrupt normal use of facility (including exceptional noise and/or vibrations, uncontrolled dust, obtrusive odors, or interruptions of utilities). Work not coordinated and approved in advance that disrupts the normal use of the facility may be stopped until proper coordination and approval is achieved. Contractor shall be responsible for any costs incurred as a consequence of stoppage.

14. Submit proposed demolition and construction schedules to Owner and Architect/Engineer prior to beginning work. Proceed with the work only after a mutually agreeable schedule has been established. Regularly revise schedule to reflect progress of the work.

15. Maintain premises and surrounding area free from accumulations of waste material and rubbish resulting from the work.

16. Coordinate locations of on-site storage of materials and equipment with Owner so as to not unreasonably encumber facility or site.

17. Do not allow construction materials, debris, equipment, or procedures to overload or exceed the structural capacity of existing construction to remain, partially completed work, or completed work. Make inspections and/or perform analyses and tests necessary to verify that existing elements have adequate capacity to support proposed construction loads.

18. Drawings illustrate the completed work with elements in their final intended positions. The Contractor shall provide shoring, bracing, and support as required to maintain the structural integrity of the new or existing construction during the work. Shoring and bracing shall be installed as required prior to removal of existing framing or concrete removal at all repair locations. Contractor shall submit proposed shoring and bracing to Engineer for review prior to installing shoring and bracing. Shoring and bracing submittal shall include drawings and calculations stamped by an Indiana Licensed Professional Engineer. Unless noted otherwise or approved by the Engineer, shoring and bracing shall remain in place until the new support framing has been installed or the compressive strength of the new concrete has reached the specified design strength.

19. Temporarily relocate and restore existing equipment and appurtenances (whether or not shown on the drawings) that obstruct access to portions of the work.

20. Develop, implement, erect, and maintain safeguards to prevent damage, injury, or loss resulting from the work to (a) workers, occupants, passers-by, and other persons; (b) in-progress work, materials, and equipment under care, custody, and control of the Contractor (whether on or off site); and (c) other property at the site or adjacent thereto not designated as part of the work for removal, relocation, or replacement. In the event of damage, injury, or loss, promptly notify Architect/Engineer and present proposed remedy.

21. Develop, implement, erect, and maintain safeguards to provide for watertight integrity of work in progress. In the event of damage, injury, or loss, promptly notify Architect/Engineer and present proposed remedy.

22. In an emergency affecting safety of persons or property, act to prevent or stop further damage, injury, or loss.

23. All work shall be subject to review by Architect/Engineer before it is concealed by other work and/or means of access is removed. Coordinate mandatory reviews with Architect/Engineer prior to start of construction. Provide reasonable notification to Architect/Engineer to allow for such review as work proceeds.

24. Promptly correct work rejected by Architect/Engineer or failing to conform to requirements of the contract documents. Associated costs (including additional testing or inspections, cost of uncovering and correction, and compensation for

Architect/Engineer's services and expenses made necessary thereby) shall be the Contractor's responsibility.

25. If a hazardous material or substance not addressed in the contract documents is encountered, immediately stop work in affected area and notify Owner and Architect/Engineer of the condition.

ADHESIVE-SET ANCHORS AND FIELD COATING OF EXISTING REINFORCING STEEL

1. Adhesive-set anchors and coating of existing reinforcing steel shall be in conformance with, 03 60 30 - Adhesive-Set Anchors and Field Coating of Reinforcing Bars of the Project Specification. Notes provided on drawings do not include all requirements provided in Specifications. Refer to specifications for additional information and requirements.

2. Corrosion-Inhibiting Coating shall be one of the following:

2.a. Sika Armatec 110 EpoCem by Sika Corporation.

2.b. MasterProtect P 8100AP by Master Builders Solutions.

3. All adhesive-set anchors and dowels shall comply with requirements of the adhesive manufacturer.

4. Anchors and dowels shall be of the type and size and installed as noted on the drawings.

5. Locate reinforcing steel in all existing concrete members prior to drilling for anchors. Notify Engineer if reinforcing steel interferes with installation of anchors as specified.

6. Adhesive anchors shall be installed by qualified installers. The installer must strictly follow the Manufacturer's Printed Installation Instructions (MPII)

7. Adhesive used to set doweled-in reinforcing steel bars shall be Hilti HIT-HY 200-R V3 adhesive of as noted on the drawings. Minimum embedment depth as shown on drawings.

8. Follow Manufacturer's installation instructions. At a minimum, holes shall be cleaned as follows:

8.a. 2x blow with oil-free and moisture-free compressed air, using a nozzle extended to the bottom of the hole 8.b. 2x brush with properly sized wire brush 8.c. 2x blow with oil-free and moisture-free compressed air, using a nozzle extended to the bottom of the hole

CONCRETE REINFORCING STEEL NOTES

1. New concrete reinforcing steel shall be in conformance with, 03 20 00 - Concrete Reinforcement of the Project Specification. Notes provided on drawings do not include all requirements provided in Specifications. Refer to specifications for additional information and requirements.

2. New steel reinforcing bars shall conform with requirements of ASTM A615, Grade 60. Provide diameter and shape specified on drawings.

3. All new steel reinforcing bars shall be epoxy coated in conformance with ASTM A775.

4. Existing reinforcing shall be thoroughly cleaned by abrasive blasting to meet SSPC-SP 6/NACE No. 3 finish and coated with 2 coats of corrosion-inhibiting coating where exposed.

CONCRETE PLACEMENT AND REPAIR NOTES

1. The concrete placement and repairs shall be performed in accordance with Specification Sections 03 01 34 - Concrete Repairs, and 03 30 01 - Cast-in-Place Concrete. Notes provided on drawings do not include all requirements provided in

Specifications. Refer to specifications for additional information and requirements.

2. New cast-in-place concrete

2.a. Minimum 28-day compressive strength = 4,000 psi 2.b. Water cement ratio = 0.40 to 0.45 by weight of cement for structural repair concrete 2.c. Entrained air content = 6.0% +/- 1.5% 2.d. Slump

2.d.1. Without High-Range, Water-Reducing Admixture: 4 inches maximum.

2.d.2. With High-Range, Water-Reducing Admixture:

2.d.2.1. 2- to 4-inch slump prior to adding admixture.

2.d.2.2. 8 inches maximum slump after admixture is added

2.e. Macro-synthetic Fibers: Polypropylene/polyethylene synthetic macro fiber meeting ASTM C1116, Type III.

3. Pre-packaged form and pour concrete repair materials shall be one of the following:

3.a. MasterEmaco S 440 CI, manufactured by BASF Building Systems 3.b. SikaTop 111 Plus, manufactured by Sika Corporation 3.c. Form Flo P-38, manufactured by J.E. Tomes

4. Pre-packaged non-sag concrete repair materials shall be one of the following:

4.a. MasterEmaco N 400, manufactured by BASF Building Systems 4.b. SikaTop 123 Plus, manufactured by Sika Corporation

5. Perform concrete repairs to areas of unsound concrete at locations indicated on drawings and at other locations selected by the Engineer during the course of construction.

6. All unsound concrete shall be removed to sound concrete, extending a minimum of 3/4 in. beyond exposed reinforcement.

7. Architect/Engineer shall be allowed a minimum of 24 hours for the inspection of properly prepared concrete surfaces and reinforcement before beginning the concrete placement.

8. Install new supplemental steel dowels or bars at locations shown on the drawings and at the direction of the Engineer at the concrete repair locations.

9. Concrete shall be placed and cured in accordance with Specification Sections 03 01 34 - Concrete Repairs, and 03 30 01 - Cast-in-Place Concrete. Recast concrete repair areas to match existing sections unless additional concrete cover is required as indicated on the drawings.

SEALANT

1. Prepare surfaces and install new sealants in accordance with Section 07 92 00 - Sealants of the Project Specification. Notes provided on drawings do not include all requirements provided in Specification. Refer to specification for additional information and requirements.

2. Sealant to be installed in areas of traffic-bearing membrane and on horizontal surfaces shall be as indicated below or approved equal:

2.a. Masterseal NP 2 by Master Builders Solutions

3. Sealant at the West Facade and copings shall be one of the following:

3.a. Sealant shall be one of the following:

3.a.1. SMS 756 Building Sealant, manufactured by Dow Corning 3.a.2. SCS9000 Silpruf NB Silicone Sealant, manufactured by GE

4. Auxiliary Materials shall be as indicated below:

4.a. Joint Cleaner: Type recommended by the sealant manufacturer for the specific joint surface and conditions.

4.b. Joint Primer: Type recommended by sealant manufacturer.

4.c. Joint Filler: Closed cell, expanded polyethylene and as recommended by sealant manufacturer for the specific joint surface and conditions.

5. Examine all surfaces to receive the parts of the work specified herein. All surfaces must be clean, dry, sound, and free of frost. At all times, follow the manufacturer's recommendations. Application or installation of material constitutes acceptance of the substrate.

6. Clean surfaces and remove all sealant, coatings, or other materials which might fail in adhesion or interfere with bond of elastomeric sealant so that surfaces are free of deleterious substances which might impair the work. Except as otherwise approved by the manufacturer, elastomeric sealants shall not be applied to joint surfaces previously treated with paint, lacquer, sealer, curing compound, water repellent, or other coatings unless such coatings have been entirely removed. Test sealants for specific joint surfaces as recommended by the manufacturer.

7. Concrete surfaces to receive sealant shall be abrasive blasted or ground clean and air blasted clean prior to installation of primer and sealant.

8. Prime all substrates in accordance with the instructions of the sealant manufacturer.

9. Verify dimensions of sealant joints at the project site by field measurement so that all proper sealant profiles will be accurately maintained.

10. Install all materials in accordance with the manufacturer's printed instructions unless otherwise directed.

11. Elastomeric sealant shall not be installed below an ambient or surface temperature of 40° F. Do not apply sealant materials if precipitation appears imminent. All sealants installed contrary to these requirements are subject to rejection by the

Engineer.

12. Confine elastomeric sealant to joint areas shown. Use masking tape to prevent staining of adjoining surfaces or spillage and migration of compound out of the joints. Tool surface to shape shown or, if none is shown, to flush or slightly concave surface.

13. As a check for adhesion, hand pull testing shall be conducted periodically after the sealant is fully cured (usually within 14 to 21 days). This will be done periodically at each type of joint. Refer to project specification for frequency of tests.

The number of test areas will be increased if the installed sealant fails to pass the test. The Contractor will be required to repair all of the quality control test locations at no cost to the Owner.

EXTERIOR COATING NOTES

1. Prepare surfaces and install new coatings in accordance with Section 09 91 13 - Exterior Coatings of the Project Specification. Notes provided on drawings do not include all requirements provided in Specification. Refer to specification for additional information and requirements.

2. New steel coatings shall be as indicated below:

2.a. Surface Profile (at bare steel): 1.0 to 1.5 mils 2.b. Primer: Sherwin Williams Macropoxy 646 Fast Cure Epoxy, 5.0 to 7.0 mils DFT 2.b. Intermediate: Sherwin Williams Macropoxy 646 Fast Cure Epoxy, 5.0 to 7.0 mils DFT 2.c. Finish: Sherwin Williams Acrolon Ultra High Performance Polyurethane, 2.0 to 3.0 mils DFT

3. New aluminum coating touch-up repairs shall be as indicated below:

3.a. Intermediate: FixAll Everlife Urethane Enamel F22195 Series, 2.0 to 3.0 mils DFT 3.b. Finish: FixAll Everlife Urethane Enamel F22195 Series, 2.0 to 3.0 mils DFT

4. Furnish and deliver to Owner one extra gallon, of each color and product of steel coating material applied. Provide materials in unopened, factory-sealed containers for storage and identify with labels describing contents.

5. Apply coating when existing and forecast weather conditions permit coating to be applied according to coating manufacturer's written instructions.

6. Examine substrates and conditions with Applicator and Coating Manufacturer's Representative for compliance with requirements and other conditions affecting application or performance of coating.

7. Clean and prepare substrate according to Coating Manufacturer's written instructions and the Project Specification. Provide clean, dust-free, and sound substrate for coating application.

8. Test prepared surfaces for moisture and other conditions as recommended by Coating Manufacturer. Verify ambient and substrate surface temperatures, relative humidity, and dew point are within ranges recommended by Coating

Manufacturer and are predicted to remain within these ranges during coating curing period.

9. Mix materials thoroughly to uniform, smooth consistency. Do not thin or dilute unless permitted by coating manufacturer, use recommended thinners within recommended limits.

10. Apply coating by roller, spray, or brush. Use applicator and technique best suited for substrate and type of material being applied.

TRAFFIC-BEARING MEMBRANE

1. Prepare surfaces and install new coatings in accordance with Section 07 18 00 - Traffic Bearing Membrane of the Project Specification. Notes provided on drawings do not include all requirements provided in Specification. Refer to specification for additional information and requirements.

2. Concrete shall be allowed to cure for 28 days. Alternatively, membrane can be applied sooner if concrete is found dry by performing a dry-patch test. Refer to ASTM D4263. Under no circumstances shall membrane be applied prior to

14-day minimum cure unless approved by Engineer in writing.

3. Remove all loose material, dirt, dust, oil, grease, and other contaminants that will affect the bond of the membrane by shot blast, abrasive blasting and air blasting or other method approved by the Engineer and Manufacturer.

4. Apply only when ambient temperature is above 40 degrees F and within range recommended by membrane Manufacturer.

5. During application, if membrane exhibits blistering or frothing from moisture drive, all additional membrane application shall cease until substrate has dried.

6. Contractor shall perform bond adhesion testing of mock-up and at intervals as required to assure specified adhesion with a minimum of three (3) tests per 5,000 square feet. Tensile bond strength of membrane to substrate shall be greater than or equal to 175 psi. Test results shall be submitted to the Owner, Membrane Manufacturer, and Engineer for review and approval. Immediately notify the Owner, Membrane Manufacturer, and Architect/Engineer in the event bond test results are below specified values.

7. Applicator shall record thickness of waterproofing application by at least two of the following methods:

7.a. Spot checking with a wet mil thickness gage 7.b. Gridded deck application 7.c. Weight of material applied per area of work

8. Traffic-bearing membrane shall be as indicated below or approved equal:

8.a. Full System: MasterSeal Vehicular Traffic 1500 Heavy-Duty Membrane System by Master Builders Solutions.

8.a.1. Base Coat: MasterSeal M 200 at 25 wet mils.

8.a.2. Intermediate Coat: MasterSeal TC 225 at 20 wet mils. Back roll approximately 25 lbs/100 sq. ft. of 16-30 mesh rounded silica sand.

8.a.3. Top Coat: MasterSeal TC 225 at 20 wet mils.

EXISTING ASPHALT DRIVE AND PARKING AREA

G E

T D

O U

EXISTING E. ROSS ADAIR FEDERAL BUILDING & U.S COURTHOUSE

(NO WORK IN THIS AREA)

PERFORM REPAIRS AT

NORTH MECHANICAL

ROOM STAIRS IN AREA

SHOWN

PERFORM REPAIRS AT SOUTH

SECURED PARKING STAIRS IN

AREA SHOWN

PERFORM REPAIRS AT LOADING

DOCK IN AREA SHOWN

PERFORM REPAIRS AT WEST

FACADE IN AREA SHOWN

PERFORM REPAIRS AT WEST

PLAZA IN AREA SHOWN

S-403

S-401

PERFORM REPAIRS

IN WEST EMPLOYEE

ENTRANCE IN AREA

SHOWN

PERFORM CONCRETE

REPAIRS IN AREA SHOWN

Client

Consultants

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Site Plan

S-101

1 SCALE: 3/32" = 1'-0"

Site Plan N

0 8' 16' 24'

7918567

PAINT STORAGE

ROOM GSA MAINTENANCE

EQUIPMENT

STORAGE

ROOM

DOCK

EXISTING TRENCH DRAIN

IN LOADING DOCK RAMP

-0

-6

-0

'-6

≈ 5'-4"

≈ 1'-0"

REPLACE EXISTING STAIRS

REPLACE EXISTING CONCRETE SIDEWALK.

EXTEND CONCRETE REMOVAL TO 2ND

CONTROL JOINT FROM TOP OF STAIRS

N G

EXISTING BUILDING NORTH FACADE

EXISTING RETAINING WALL

ROUT JOINTS BETWEEN COPING UNITS AND

INSTALL NEW SEALANT. REFER TO DETAIL

6/S-503 FOR ADDITIONAL INFORMATION

EXISTING MECHANICAL ROOM ENTRY

DOOR TO REMAIN

EXISTING DRAIN TO REMAIN

S-402

PERFORM CONCRETE REPAIRS AT AREA OF

DETERIORATED CONCRETE ON WALL

REPLACE EXISTING

CRACKED CONCRETE

INSTALL NEW

TRAFFIC-BEARING

MEMBRANE TO LOADING

DOCK CONCRETE SLAB

-4

I.F

≈ 7'-0" V.I.F

-0

I.F

≈ 4'-0" V.I.F

≈ 9'-0" V.I.F

≈ 5'-0" V.I.F

'-4

I.F

'-1 0"

I.F

-4

I.F

-1 0"

I.F

PERFORM WATERPROOFING REPAIRS

TO WEST PLAZA IN AREA SHOWN

4' -0

" V .I.

4' -5

I.F

6'-4" V.I.F

S-501

PERFORM REPAIRS AT

WEST EMPLOYEE

ENTRANCE IN AREA SHOWN

≈ 40'-0"

Client

Consultants

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C op yri gh t 2

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Enlarged Plans

S-401

1 SCALE: 3/16" = 1'-0"

Enlarged Loading Dock Area Plan

2 SCALE: 3/16" = 1'-0"

Enlarged Plaza Area Plan 0 4' 8' 16' 0 4' 8' 16'

N N

TRANSFORMER VAULTRECEIVING

EXISTING LIMESTONE

EXISTING GRANITE

TOP OF LOADING

DOCK RAMP

EXISTING ALUMINUM LOUVER

INSTALL SEALANT AROUND

EXISTING LOUVERS, TYP.

EXISTING MARBLE PANELS

EXISTING WINDOW, TYP.

REPLACE SEALANT AROUND

WINDOWS, TYP.

REPLACE EXISTING MORTAR WITH

NEW SEALANT AT TRANSITION

BETWEEN DISSIMILAR STONE

REPOINT MORTAR JOINTS IN WEST FACADE IN SHADED AREA SHOWN

EXISTING ALUMINUM LOUVER

REPLACE EXISTING NORTH

LOWER LEVEL LOADING DOCK

PERSONNEL DOOR

45'-8", V.I.F.

EXISTING WEST PLAZA

TOPPING SLAB

EXISTING WEST PLAZA

STRUCTURAL SLAB

EXISTING LOADING DOCK

STAIRS TO BE REPLACED

REFER TO DETAIL 3/S-402

EXISTING RAILING

9' -5

I.F

2' -4

I.F

2' -6

I.F

'-9

I.F

S-502

EXISTING LIMESTONE

EXISTING GRANITE

TOP OF LOADING

DOCK RAMP TO

REMAIN

EXISTING WINDOW, TYP.

EXISTING WINDOW GRILLES

EXISTING MAINTENANCE

ENTRANCE DOOR

REMOVE EXISTING AND INSTALL NEW

CONCRETE STAIRS

REMOVE EXISTING AND INSTALL

NEW 5" CONCRETE SIDEWALK

TURN DOWN EDGE OF SIDEWALK 1'-0"

EXISTING WINDOW, TYP.

EXISTING

GRANITE LEDGE

7 TREADS @ 101

4" ≈ 6'-0"

8 EQUAL RISERS = 5'-0"

3'-4"

REMOVE EXISTING

AND INSTALL NEW

CONCRETE AT AREA

OF DETERIORATED

LOADING DOCK RAMP

INSTALL 6" GRANULAR SUB-BASE

AND COMPACT TO 95% STANDARD

PROCTOR DENSITY

CONSTRUCTION JOINT,

SEE DETAIL 8/S-503

EXISTING CONCRETE

RETAINING WALL

5" CONSTRUCTION JOINT,

SEE DETAIL 8/S-503

EXISTING ALUMINUM

HANDRAIL

PERFORM CONCRETE REPAIR

AT AREA OF DETERIORATED

CONCRETE (SIMILAR ON NORTH

WALL), REFER TO DETAIL 3/S-503

EXISTING GRANITE WALL

PANEL, TYP.

TERMINATE CONCRETE REMOVAL AT

2ND CONTROL JOINT FROM TOP OF

STAIRS. INSTALL NEW CONSTRUCTION

JOINT TYP, SEE DETAIL 8/S-503

NOTE, EXISTING SEALANT CONTAINS

PCB'S. REMOVAL SHALL BE BY

MECHANICAL MEANS AND WITHOUT

THE USE OF SOLVENTS OR HEAT AND

SEALANT SHALL REMAIN IN SOLID

FORM DURING REMOVAL

S-403

EXISTING SIDEWALK

TO REMAIN

5' -0

20'-0"

EXISTING TOP OF PEDESTRIAN RAMP

EXISTING PEDESTRIAN RAMP

EXISTING FOUNDATION

WALL

TOP OF LOADING

DOCK RAMP

≈ 8'-4"

≈ 8'-0"

-0

EXISTING LIMESTONE

EXISTING GRANITEEXISTING ALUMINUM

LOUVER

EXISTING ALUMINUM RAILING TO REMAIN.

TEMPORARILY SUPPORT RAILING DURING

REPLACEMENT OF STAIRS

REPLACE EXISTING EQUIPMENT

STORAGE ROOM PERSONNEL

DOOR. SEE DETAIL 1/S-502

INSTALL NEW TRAFFIC-BEARING

MEMBRANE TO LOADING DOCK

AND STAIRS

EQUIPMENT

STORAGE

ROOM

EXISTING STRUCTURE

REPLACE EXISTING SOUTH

UPPER LEVEL LOADING DOCK

PERSONNEL DOOR

EXISTING STEEL FRAME TO REMAIN.

ABRASIVE BLAST AND RECOAT WITH

NEW COATING SYSTEM

S-403

S-502

PERFORM CONCRETE REPAIR AT

AREA OF DELAMINATED CONCRETE,

REFER TO DETAIL 3/S-503

EXISTING DOCK LEVELER TO REMAIN

EXISTING STEEL EDGE

ANGLES TO REMAIN.

ABRASIVE BLAST AND

RECOAT WITH NEW

COATING SYSTEM

EXISTING OVERHEAD

DOOR TO REMAIN

KEY

REPOINT MORTAR JOINTS

REPLACE SEALANT JOINTS

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 1

1/2 /20

M by

G ab ha rt, K on ra d

F ile

N am e:

\20

.0x xx

\20

.07

L B

C O

)\D ra wi ng s\S he ets \S

-4

E nla rg ed

E lev ati on s.d wg

C op yri gh t 2

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Enlarged Elevations

S-402

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

Partial West Facade Elevation

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

North Maintenance Stairs Elevation-Section

0 4' 8'

0 4' 8' 3 SCALE: 1/4" = 1'-0"

Loading Dock Elevation 0 4' 8'

EL. 107'-101

EL. 111'-21

2" EL. 111'-13

EL. 114'-61

2" EL. 114'-53

NEW NO. 5 BAR AT NOSING, TYP

EXISTING NO. 3 TRANSVERSE

BAR TO REMAIN, TYP.

NEW NO. 4 LONGITUDINAL BAR

EXISTING VERTICAL REINFORCEMENT

TO REMAIN, TYP.

EXISTING LANDING TO REMAIN

EXISTING STAIRS TO REMAIN

EXISTING FOUNDATION TO REMAIN, TYP.

REMOVE EXISTING DETERIORATED

LOWER FLIGHTS OF STAIRS AND

INSTALL NEW CONCRETE STAIRS

EXISTING FOUNDATION WALL

5'-0" LANDING 5 TREADS @ 12" = 5'-0"

6 EQUAL RISERS = 3'-31

5'-0" LANDING 5 TREADS @ 12" = 5'-0"

6 EQUAL RISERS = 3'-31

EXISTING ALUMINUM RAILING TO

REMAIN

INSTALL NEW TRAFFIC-BEARING

MEMBRANE FULL LENGTH OF STAIRS

PERFORM 2 SF CONCRETE REPAIR ON

EXISTING FOUNDATION WALL AT

PREVIOUS REPAIR LOCATION. THIS

LOCATION ON OPPOSITE (WEST) WALL

S-501

EXISTING REINFORCING STEEL FROM

FOUNDATION TO REMAIN, TYP. DO NOT

DAMAGE DURING CONCRETE REMOVAL.

ABRASIVE BLAST TO MEET

SSPC-SP/NACE NO. 3 FINISH AND PAINT

WITH 2 COATS OF

CORROSION-INHIBITING COATING

WHERE EXPOSED. NOTIFY ENGINEER

AND INSTALL ADDITIONAL REINFORCING

STEEL AT DIRECTION OF ENGINEER IF

EXISTING REINFORCING STEEL IS

CORRODED AND HAS GREATER THAN

10 PERCENT LOSS OF DIAMETER

8"/1'-0"

SLOPE,

TYP.

1" CLR. COVER,

HORIZ. AND

VERT., TYP.

8"/1'-0"

SLOPE,

TYP.

CLR

NEW METAL NOSING, TYP.

NEW CONSTRUCTION

JOINT TYP., SEE DETAIL

8/S-503

EXISTING LOADING DOCK SLAB TO

REMAIN

EXISTING FOUNDATION TO REMAIN.

VERIFY LOCATION OF FOUNDATION

AFTER REMOVAL OF STAIRS AND

SLAB. NOTIFY ENGINEER IF

LOCATION OF FOUNDATION IS

DIFFERENT THAN SHOWN AND

MODIFY DETAIL AS DIRECTED

NEW NO. 3 DOWEL WITH

STANDARD HOOKED END

SPACED AT 12" O.C. WITH

4" MIN. EMBEDMENT INTO

EXISTING WALL, TYP.

ANCHOR DOWEL USING

HILTI HIT-HY 200 ADHESIVE,

TYP.

INSTALL 6" GRANULAR SUB-BASE

BELOW STAIRS AND COMPACT TO

95% STANDARD PROCTOR DENSITY

EXISTING WALL TO REMAIN

EXISTING LOADING DOCK SLAB TO

REMAIN. INSTALL NEW TRAFFIC-BEARING

MEMBRANE TO LOADING DOCK

EXISTING ALUMINUM RAILING TO

REMAIN. TEMPORARILY SUPPORT

RAILING DURING REPLACEMENT

OF STAIRS. RECAST RAILING

POSTS INTO NEW STAIRS.

5 TREADS @ 103

16" ≈ 4'-3"

6 EQUAL RISERS ≈ 3'-11"

NEW NO. 3 TRANSVERSE BAR AT

12" O.C., TYP.

NEW NO. 4 LONGITUDINAL BAR AT

12" O.C., TYP.

NEW NO. 5 BAR AT NOSING, TYP.

INSTALL NEW TRAFFIC-BEARING

MEMBRANE TO STAIRS

1" CLR. COVER,

HORIZ. AND

VERT., TYP.

≈ 71 4"

≈ 1'-6"

7 TREADS @ 101

4" ≈ 6'-0"

8 EQUAL RISERS ≈ 5'-0"

8"/1'-0"

SLOPE, TYP.

TURN DOWN END OF STAIRS AS SHOWN. WHERE

EXISTING FOUNDATION EXTENDS BELOW TURN

DOWN SHOWN, ROUGHEN AND CLEAN SURFACE

OF EXISTING FOUNDATION TO REMAIN, INSTALL

EPOXY-ANCHORED DOWELS AND CAST NEW

CONCRETE IN DIRECT CONTACT WITH EXISTING

FOUNDATION, TYP.

EXISTING CONCRETE

LANDING TO REMAIN

EXISTING GRANITE TO REMAIN

INSTALL 6" GRANULAR SUB-BASE BELOW

STAIRS AND COMPACT TO 95% STANDARD

PROCTOR DENSITY

8"/1'-0"

SLOPE, TYP.

NEW NO. 3 TRANSVERSE BAR AT

12" O.C., TYP.

NEW NO. 4 LONGITUDINAL BAR AT

12" O.C., TYP.

NEW NO. 5 BAR AT NOSING, TYP.

2" RADIUS AT NOSING, TYP.

EXISTING ALUMINUM HANDRAIL

TO REMAIN

2' -0

INSTALL 6" GRANULAR

SUB-BASE AND

COMPACT TO 95%

STANDARD PROCTOR

DENSITY

REMOVE EXISTING

SIDEWALK AND

INSTALL NEW

CONCRETE SIDEWALK

NEW CONSTRUCTION JOINT TYP.,

SEE DETAIL 8/S-503

2' -0

TURN DOWN END OF

STAIRS AS SHOWN

1" CLR. COVER,

HORIZ. AND

VERT., TYP.

3"CLR

≈ 9"

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 1

1/2 /20

M by

G ab ha rt, K on ra d

F ile

N am e:

\20

.0x xx

\20

.07

L B

C O

)\D ra wi ng s\S he ets \S

-4

E nla rg ed

S ec tio ns

.dw g

C op yri gh t 2

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Enlarged Sections

S-403

1 SCALE: 3/8" = 1'-0"

South Walkway Stair Section 2 SCALE: 3/4" = 1'-0"

Loading Dock Stair Section

3 SCALE: 3/4" = 1'-0"

North Maintenance Stair Section

0 4' 6' 0 1' 2' 3'

0 1' 2' 3'

TYP.

1'-0"

TYP.

(5) NEW NO. 4 LONGITUDINAL BARS

EXISTING NO. 3 TRANSVERSE BAR AT 1'-0" O.C.

(V.I.F.) TO REMAIN. DO NOT DAMAGE DURING

CONCRETE REMOVAL. ABRASIVE BLAST TO MEET

SSPC-SP/NACE NO. 3 FINISH AND PAINT WITH 2

COATS OF CORROSION-INHIBITING COATING

WHERE EXPOSED. NOTIFY ENGINEER AND INSTALL

ADDITIONAL REINFORCING STEEL AT DIRECTION OF

ENGINEER IF EXISTING REINFORCING STEEL IS

CORRODED AND HAS GREATER THAN 10 PERCENT

LOSS OF DIAMETER

EXISTING CONCRETE FOUNDATION WALL TO

REMAIN, TYP.

PREPARE CONCRETE SURFACE

TO REMAIN TO MEET ICRI CSP-7,

WITH ABRASIVE BLASTING TO

CLEAN SURFACE, TYP. REMOVE

LOOSE AND BRUISED CONCRETE

INSTALL NEW 3 4" SAW CUT EDGE

BETWEEN EXISTING FOUNDATION

WALL TO REMAIN AND NEW

STAIRS. DO NOT CUT

REINFORCING STEEL DURING

INSTALLATION OF SAW CUT EDGE

REMOVE EXISTING DETERIORATED LOWER FLIGHTS

OF STAIRS AND INSTALL NEW CONCRETE STAIRS

1'-0"5'-0"1'-0"

D S

8" A

N D

S V.

I.F

EXISTING ALUMINUM RAILING

INSTALL NEW TRAFFIC-BEARING MEMBRANE

8" 4"

1'-0"

5" 3"

4" EXP. JOINT

SLOPE

8"/1'-0" 8"

EXISTING CONCRETE FOUNDATION

WALL TO REMAIN

NEW CONSTRUCTION JOINT, SEE

DETAIL 8/S-503, OMIT DOWEL

2" RADIUS AT NOSING, TYP.

EXISTING ALUMINUM RAILING TO

REMAIN

REMOVE EXISTING DETERIORATED

STAIRS AND INSTALL NEW CONCRETE

STAIRS

INSTALL NEW TRAFFIC-BEARING

MEMBRANE

8"/1'-0"

SLOPE, TYP.

EXISTING CONCRETE BASEMENT WALL

EXISTING CONCRETE JOIST STEM

EXISTING CONCRETE JOIST SLAB. NOTIFY

ENGINEER IF JOIST SLAB IS DETERIORATED

AND PERFORM REPAIRS AS DIRECTED

EXISTING TOPPING SLAB TO REMAIN

EXISTING DOOR AND THRESHOLD

INSTALL 1" DEEP SAW CUT IN SLAB AT EDGE

OF THRESHOLD PRIOR TO REMOVAL OF

EXISTING SLAB. INSTALL SEALANT JOINT

BETWEEN NEW AND EXISTING CONCRETE

AFTER CONCRETE PLACEMENT SIMILAR TO

DETAIL 7/S-503

EXISTING WEST PLAZA SLAB TO REMAIN

INSTALL SEALANT JOINT BETWEEN NEW

AND EXISTING SLAB, SEE DETAIL 7/S-503

EXISTING STONE VENEER BASE TO

REMAIN

REMOVE EXISTING DETERIORATED

TOPPING SLAB AT EMPLOYEE ENTRANCE.

RECAST TO MATCH EXISTING INCLUDING

CONTROL JOINT PATTERN

4'-5" V.I.F.

EXISTING STONE VENEER

PANEL, TYP. TEMPORARILY

SUPPORT PANEL AS

REQUIRED TO REPLACE

CONCRETE TOPPING SLAB

BASEMENT

CORRIDOR

EXISTING COLUMN BEYOND

EXISTING MASONRY BACKUP WALL

EXISTING TOPPING SLAB

≈4'-0" TO EXISTING CONTROL JOINT, V.I.F.

EXISTING BUILDING WALL

INSTALL NEW FILLET BEAD OF SEALANT

AT JOINT BETWEEN EXISTING WEST

PLAZA STRUCTURAL SLAB AND BUILDING

WALL

NEW STAINLESS STEEL FLASHING

EXISTING PVC WATERPROOFING TO REMAIN. REMOVE EXISTING PROTECTION

LAYER ON TOP OF WATERPROOFING AND PREPARE SURFACE OF EXISTING PVC

WATERPROOFING IN ACCORDANCE WITH NEW WATERPROOFING

MANUFACTURER'S RECOMMENDATIONS. DO NOT DAMAGE EXISTING

WATERPROOFING DURING REMOVAL OF TOPPING SLAB. LAP EXISTING

WATERPROOFING ONTO NEW FLASHING AS SHOWN

REMOVE EXISTING WEST PLAZA TOPPING SLAB TO PERFORM REPAIRS AND

RECAST TO MATCH EXISTING INCLUDING COLOR, FINISH, AND CONTROL JOINT

PATTERN. CONTRACTOR TO PREPARE A MINIMUM OF 3 CONCRETE SAMPLE

MOCKUPS DEMONSTRATING COLOR AND FINISH FOR OWNER'S REVIEW AND

APPROVAL PRIOR TO CONCRETE PLACEMENT. PREPARE ADDITIONAL MOCKUPS

AS REQUIRED UNTIL APPROVED

REMOVE EXISTING TOPPING SLAB TO

EXISTING CONTROL JOINT. INSTALL

NEW CONSTRUCTION JOINT IN

ACCORDANCE WITH DETAIL 8/S-503

EXISTING BASEMENT WALL

NEW WATERPROOFING AND PROTECTION COURSE. LAP NEW WATERPROOFING

ONTO FLASHING AND ONTO PROPERLY PREPARED EXISTING WATERPROOFING.

EXISTING WEST PLAZA STRUCTURAL

SLAB. NOTIFY ENGINEER IF STRUCTURAL

SLAB IS DETERIORATED AND PERFORM

REPAIRS AS DIRECTED

3" MIN.

3" M

4" M

EXISTING TOPPING SLAB TO REMAIN

6"6"

EXISTING JOIST

FIRST FLOOR

TERMINATE FLASHING USING REGLET

INTO EXISTING CONCRETE BUILDING

WALL AND INSTALL SEALANT ALONG

TOP EDGE OF FLASHING

EXISTING STONE VENEER TO

REMAIN. SHORE AS REQUIRED

PRIOR TO TOPPING SLAB REMOVAL

TO PREVENT DISPLACEMENT.

INSTALL BACKER ROD AND SEALANT

AT ALL JOINTS, THIS COURSE. REFER

TO DETAIL 6/S-503

INSTALL GROUT TO FILL SPACE BETWEEN STONE FACADE AND NEW TOPPING

SLAB

INSTALL NEW SEALANT COVE JOINT AT BASE OF WALL AFTER INSTALLATION OF

NEW TOPPING SLAB AND GROUT

NOTE: AFTER INSTALLATION OF NEW

WATERPROOFING AND PRIOR TO

INSTALLATION OF TOPPING SLAB AND

PROTECTION COURSE, INSTALL TEMPORARY

END DAMS TO SURROUND REPAIR AREA AND

FLOOD TEST NEW WATERPROOFING.

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 1

1/2 /20

M by

G ab ha rt, K on ra d

F ile

N am e:

\20

.0x xx

\20

.07

L B

C O

)\D ra wi ng s\S he ets \S

-4

Lo ad ing D oc k A re a.d wg

C op yri gh t 2

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om W iss

Ja nn ey , E lst ne r A ss oc iat es , In c.

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

Wiss, Janney, Elstner Associates, Inc.

8606 Allisonville Road, Suite 205

Indianapolis, Indiana 46250

317.510.3940 tel www.wje.com

E. Ross Adair Federal Building & U.S. Courthouse

1300 South Harrison Street Fort Wayne, IN 46802

U.S. General Services Administration

230 South Dearborn St, 33rd

10/27/2023

KAG

10/27/2023

As Noted

NJF

Details

S-501

2 SCALE: 1/2" = 1'-0"

South Walkway Stair Cross Section

1 SCALE: 3/4" = 1'-0"

South Walkway Stair Concrete Tread and Riser Detail 0 1' 2' 3' 0 2' 4'

3 SCALE: 1" = 1'-0"

West Employee Entrance Slab Replacement Section

4 SCALE: 1" = 1'-0"

West Plaza Waterproofing Detail 0 1' 2' 0 1' 2'

NEW MANUFACTURER'S

STANDARD STEEL BALL

BEARING HINGES, THREE PER

LEAF. FINISH TO MATCH

EXISTING

REMOVE EXISTING TRIM AND

REPLACE WITH NEW S.S

SHEET METAL DRIP EDGE

SECURED TO LINTEL

NEW MANUFACTURER'S

STANDARD ROSETTE AND

LEVER HANDLE

NEW MANUFACTURER'S

STANDARD LOCK SET

NEW MANUFACTURER'S

STANDARD LATCH GUARD

REMOVE AND REPLACE

1-HOUR FIRE-RATED HOLLOW

CORE STEEL DOOR. MATCH

EXISTING DOOR FRAME AND

LEAF IN SIZE, TYPE, AND

FINISH. SET DOOR FRAME IN

EXISTING CMU MASONRY

OPENING

NEW MANUFACTURER'S

STANDARD NEOPRENE

SWEEP SURFACE MOUNTED

TO EXTERIOR FACE OF DOOR

LEAF

S-502

TYP.

S-502

CLEAN STONE FACADE OF

CORROSION STAINING

NOTE: REFER TO DETAIL

2/S-502 FOR INTERIOR

DOOR DETAIL

NEW MANUFACTURER'S

STANDARD LEAF-MOUNTED

HYDRAULIC DOOR CLOSER

EXISTING SECURITY AND

ALARM SYSTEM TO REMAIN.

DISMOUNT FROM DOOR AND

KEEP CONNECTED TO

SECURITY AND FIRE

PROTECTION SYSTEMS.

REINSTALL ON NEW DOOR

AND FRAME SYSTEMS

NEW MANUFACTURER'S

STANDARD ROSETTE AND

LEVEL HANDLE

NEW MANUFACTURER'S

STANDARD LOCK SET

REMOVE AND REPLACE

1-HOUR FIRE-RATED HOLLOW

CORE STEEL DOOR. MATCH

EXISTING DOOR FRAME AND

LEAF IN SIZE, TYPE, AND

FINISH. SET DOOR FRAME IN

EXISTING CMU MASONRY

OPENING

NEW MANUFACTURER'S

STANDARD ALUMINUM

THRESHOLD SET IN MULTIPLE

BEADS OF SEALANT

S-502

TYP.

THRESHOLD SET IN MULTIPLE

NEW MANUFACTURER'S

STANDARD STEEL BALL

BEARING HINGES, THREE

PER LEAF. FINISH TO MATCH

EXISTING

REMOVE AND REPLACE

1-HOUR FIRE-RATED HOLLOW

CORE STEEL DOOR. MATCH

EXISTING DOOR FRAME AND

LEAF IN SIZE, TYPE, AND

FINISH. SET DOOR FRAME IN

EXISTING CONCRETE WALL

OPENING

NEW MANUFACTURER'S

STANDARD NEOPRENE

SWEEP SURFACE MOUNTED

TO EXTERIOR FACE OF DOOR

LEAF

NEW MANUFACTURER'S

STANDARD PULL HANDLE

AND ESCUTCHEON PLATE,

SIZE AND FINISH TO MATCH

EXISTING

CLEAN STONE FACADE OF

CORROSION STAINING

S-502

TYP.

NOTE: REFER TO DETAIL

4/S-502 FOR INTERIOR

DOOR DETAIL

TO EXTERIOR FACE OF DOOR

NEW MANUFACTURER'S

STANDARD LEAF-MOUNTED

HYDRAULIC DOOR CLOSER

EXISTING SECURITY AND

ALARM SYSTEM TO REMAIN.

DISMOUNT FROM DOOR AND

KEEP CONNECTED TO

SECURITY AND FIRE

PROTECTION SYSTEMS.

REINSTALL ON NEW DOOR

AND FRAME SYSTEMS

REMOVE AND REPLACE

1-HOUR FIRE-RATED HOLLOW

CORE STEEL DOOR. MATCH

EXISTING DOOR FRAME AND

LEAF IN SIZE, TYPE, AND

FINISH. SET DOOR FRAME IN

EXISTING CONCRETE WALL

OPENING

NEW MANUFACTURER'S

STANDARD ALUMINUM

THRESHOLD SET IN MULTIPLE

BEADS OF SEALANT

NEW MANUFACTURER'S

STANDARD PUSH PLATE, SIZE

AND FINISH TO MATCH

EXISTING S-502

S-502

4" MIN.

EXISTING CMU OR CONCRETE BACKUP TO

REMAININTERIOR

EXTERIOR

8" MIN.

1" M

BACKER ROD AND SEALANT AT JOINT

BETWEEN STONE VENEER AND BACKUP

MASONRY/CONCRETE, FULL PERIMETER OF

DOOR OPENING

EXISTING STONE VENEER TO REMAIN. CLEAN

AS NECESSARY TO REMOVE CORROSION

STAINING

FIRE RATED GASKET WEATHER STRIPPING

1-HOUR FIRE RATED PAINTED STEEL FLUSH

PANEL DOOR LEAF

NEW ALUMINUM THRESHOLD SET IN

MULTIPLE CONTINUOUS BEADS OF SEALANT

SECURE DOOR WITH S.S ANCHORS

RECOMMENDED BY MANUFACTURER

EMBEDDED 4" MIN. INTO PREDRILLED HOLES

IN THE MASONRY/CONCRETE AND SET

THROUGH REINFORCED PUNCHED HOLES IN

THE JAMB

1-HOUR FIRE-RATED PAINTED STEEL DOOR

FRAME

BACKER ROD AND SEALANT AT FULL

PERIMETER OF OPENING ON BOTH SIDES OF

DOOR FRAME

± 6"

EXTERIORINTERIOR

EXISTING STONE VENEER TO REMAIN. CLEAN

AS NECESSARY TO REMOVE CORROSION

STAINING

FIRE RATED GASKET WEATHER STRIPPING

1-HOUR FIRE RATED PAINTED STEEL FLUSH

PANEL DOOR LEAF

1-HOUR FIRE-RATED PAINTED STEEL DOOR

FRAME

BACKER ROD AND SEALANT AT FULL

PERIMETER OF OPENING ON BOTH SIDES OF

DOOR FRAME

EXISTING CMU BACKUP TO REMAIN

BACKER ROD AND SEALANT

EXISTING STEEL LINTEL TO REMAIN. REMOVE

SURFACE CORROSION AND PRIME AND PAINT

S.S. SHEET METAL FLASHING WITH HEMMED

DRIP EDGE. ALIGN DRIP EDGE WITH FACE OF

STONE VENEER. ANCHOR FLASHING TO

UNDERSIDE OF STEEL LINTEL AND EXTEND

SIDES INTO MORTAR JOINT AT EITHER SIDE

OF DOOR OPENING

EXISTING STONE VENEER TO REMAIN. CLEAN

AS NECESSARY TO REMOVE CORROSION

STAINING

FIRE RATED GASKET WEATHER STRIPPING

1-HOUR FIRE RATED PAINTED STEEL FLUSH

PANEL DOOR LEAF

1-HOUR FIRE-RATED PAINTED STEEL DOOR

FRAME

BACKER ROD AND SEALANT AT FULL

PERIMETER OF OPENING ON BOTH SIDES OF

DOOR FRAME

EXISTING CONCRETE BACKUP TO REMAIN

EXTERIORINTERIOR

BACKER ROD AND SEALANT AT JOINT

BETWEEN STONE VENEER AND BACKUP

CONCRETE, FULL PERIMETER OF DOOR

OPENING

± 6"

Client

Consultants

2"1"1/2"0

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AT 24x36 (INCHES)

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A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 25, 2024.