Addendum - East Tennessee State University

Addendum

9195 Addendum #1 Page 1

This ADDENDUM forms part of the contract documents and modifies and takes precedence over the original bid documents, as noted in the attached documents. Original items of the plans and specifications not herein modified, amended, voided or suspended shall remain in effect. It is the responsibility of the Bidder to notify and/or distribute this ADDENDUM to those sub-bidders who have received prints. Acknowledge receipt of this ADDENDUM in the space provided on the Bid Form. SPECIFICATIONS REVISIONS / CLARIFICATIONS 05 12 00 – Structural Steel Framing

• Changed Part 1.7 Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category BU or is accredited by the IAS Fabricator Inspection Program for Structural Steel (Acceptance Criteria 172).

07 81 00 – Fireproofing This section is to be deleted from project manual. Spray fireproofing will no longer be used in project. DRAWING REVISIONS / CLARIFICATIONS GI001:

• Updated Sheet Index to include revisions. S011:

• Changed Schedule of Special Inspection Services to include Fire-Resistant Penetrations & Joints. AD101:

• Modified note 0207. AE122:

• Deleted note 0207 and added note 0921.

210 E. Watauga Ave Johnson City, TN 37604 P: 423.929.2191

Project: ETSU College of Clinical and Rehabilitative Health Sciences

SBC# 369/005-06-2020

VA Building #2 First Floor Renovation for OT and O&P

Date: 06/04/2021 Comm #: 9195

Subject: Addendum #1

Addendum


AE501: • Revised detail A1/AE501.

FD101:

• Sprinkler scope has been changed to now remove all sprinkler piping, heads, hangers, etc., back to the zone control valve assembly in order to avoid a trapped section of piping when the main to the first floor is raised. This has been reflected on keynote 1 for this sheet.

FP101:

• A new sprinkler system is now required to be installed for the first floor, so keynotes have been updated to reflect this change in scope.

BIDDER QUESTIONS

1. Spec 05 12 00 - 1.7 - A eliminates several otherwise qualified fabricators in our area. Can the requirement for AISC certification be waived?

See revised spec Section 05 12 00. 2. In regard to the general conditions, Contract time is 270 Days from the notice to proceed. Can there

be any negotiation on the time period based on the exponentially increasing material lead times? ETSU needs the project to be completed for the 2022 Fall Semester. While the owner and design team understand the challenge of current material lead times, the project must be completed in 270 days to provide adequate time to furnish the building and move then occupants in prior to the beginning of the semester.

3. In regard to metal fabrication, the specifications call for the fabricator to be AISC certified. Can this

certification be waived? See revised spec Section 05 12 00.

4. In regard to Overhead Doors, On the Overhead coiling door (137C), the door is inside the building.

4a. Does the door need to be insulated? No – Refer to Section 08 33 23

4b. Is this door to be a fire-rated door? No – Refer to Section 08 33 23

4c. Do they need a lock on that door since there are two man doors that go into the same room? With a chain hoist operation, sometimes the chain is padlocked to the chain keeper.

Response: A standard mortise cylinder lock is required for door 137C – Refer to Section 08 33 23

Addendum


5. On drawing S102 under Key Notes, note #3 states to verify the wall thickness of the existing cast iron columns in a nondestructive manner. Will drilling a small hole less than 5/16” in dimeter to measure the steel column be considered nondestructive? Does this actually need to be performed by an independent third party?

It is the means and methods of the contractor to determine column wall thickness. Testing methods shall be submitted to structural engineer of record for review and approval. This does not have to be performed by an independent third party. 6. It appears that there are no prevailing wage rates required on this project. Can you confirm? There is no requirement for prevailing wage rate. 7. Bid Attendance will be via Zoom. Use the information below to join.

One tap mobile: US: +13017158592,,93512516754# or +13126266799,,93512516754#

Meeting URL: https://etsu.zoom.us/j/93512516754?pwd=U0NNSUtMM0xTYUlIVlQ5WUp4MG9TZz09&from=addon

Meeting ID: 935 1251 6754 Passcode: 367762

Join by Telephone Dial: US: +1 301 715 8592 or +1 312 626 6799 or +1 929 205 6099 or +1 253 215 8782 or

+1 346 248 7799 or +1 669 900 6833

Meeting ID: 935 1251 6754

tel:+13017158592,,93512516754

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VA Campus Building 2 First Floor Renovation ADDENDUM B

East Tennessee State University SBC # 369/005-06-2020

CN Commission #9195

STRUCTURAL STEEL FRAMING 05 12 00 - 1

SECTION 05 12 00 - STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Structural steel.

2. Shrinkage-resistant grout.

1.3 DEFINITIONS

A. Structural Steel: Elements of the structural frame indicated on Drawings and as described in

ANSI/AISC 303.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.5 ACTION SUBMITTALS

A. Product Data:

1. Structural-steel materials.

2. High-strength, bolt-nut-washer assemblies.

3. Shrinkage-resistant grout.

B. Shop Drawings: Show fabrication of structural-steel components.

1. Include details of cuts, connections, splices, camber, holes, and other pertinent data.

2. Include embedment Drawings.

3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds,

and show size, length, and type of each weld. Show backing bars that are to be removed

and supplemental fillet welds where backing bars are to remain.

4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts.

Identify pretensioned and slip-critical, high-strength bolted connections.



CN Commission #9195


1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer and .

B. Welding certificates.

C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers,

certifying that shop primers are compatible with topcoats.

D. Mill test reports for structural-steel materials, including chemical and physical properties.

E. Product Test Reports: For the following:

1. Bolts, nuts, and washers, including mechanical properties and chemical analysis.

F. Survey of existing conditions.

G. Source quality-control reports.

H. Field quality-control reports.

1.7 QUALITY ASSURANCE

A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality

Certification Program and is designated an AISC-Certified Plant, Category BU or is accredited

by the IAS Fabricator Inspection Program for Structural Steel (Acceptance Criteria 172).

Alternatively, provide a 3rd party plant inspection report by an independent inspection

agency that is satisfactory to the Engineer of Record at the fabricator’s expense. The

inspection and report is to be performed by an American Welding Society Certified

Welding Inspector (AWS-CWI). All procedures must be in accordance with the

ANSI/AISC 360-16 Specification for Structural Steel Buildings. This report must be

submitted to and approved by the Engineer of Record (EOR) prior to the submission of

shop drawings. The report shall at minimum address the following:

Services Requested By: Company Name

Elevation(s)/Location(s): Fabrication Shop

Type of Observation: Shop Inspection

Referenced Documents: AWS D1.1, AISC Table N5.4-1 through Table N5.4-3

Exceptions: None

Comments:

A (CWI Company) representative was onsite, at XXXXX, to perform a shop inspection

and to observe if XXXXX is following the above referenced documents. Please see the

noted observations below:



CN Commission #9195


• Material, Fastener, and Consumable Documentation

o Material test reports (MTR’s) were made available for review and are cur-

rently being maintained for the XXXXXX jobsite. The MTR’s should be

maintained during and after the completion of the job for traceability.

• Quality Control Program

o Fabricator XXXXXX has a trackable QC program. All fabricated assem-

blage has a master QC record indicating when the part was inspected, who

the QC is, which welder fabricated it, Heat #’s associated with the material,

and trackable piece markings. The QC program and records were observed

being maintained through the guidance of the AISC manual.

• Shop Welds

o A periodic shop inspection was performed prior to, during, and after weld-

ing completed parts for the XXXXX project. The welders were observed

performing fillet welds and full penetration groove welds per the above ref-

erenced documents and per XXXXX SWPS documents. All welds performed

were observed to be visually acceptable per AWS specifications/standards.

B. Welding Qualifications: Qualify procedures and personnel in accordance with

AWS D1.1/D1.1M.

1. Welders and welding operators performing work on bottom-flange, demand-critical

welds shall pass the supplemental welder qualification testing, as required by

AWS D1.8/D1.8M. FCAW-S and FCAW-G shall be considered separate processes for

welding personnel qualification.

C. Installer Qualifications: AISC Quality Certification Program participant designated as

AISC-Certified Erector, Category ACSE or 10 years demonstrated experience with

similar type projects and approved by the EOR. Both shall submit WPS and welder

qualifications prior to steel erection.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Store materials to permit easy access for inspection and identification. Keep steel members off

ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel

members and packaged materials from corrosion and deterioration.

1. Do not store materials on structure in a manner that might cause distortion, damage, or

overload to members or supporting structures. Repair or replace damaged materials or

structures as directed.

B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.

1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes

repackaging and seals containers.

2. Clean and relubricate bolts and nuts that become dry or rusty before use.



CN Commission #9195


3. Comply with manufacturers' written recommendations for cleaning and lubricating

ASTM F3125/F3125M, Grade F1852 bolt assemblies and for retesting bolt assemblies

after lubrication.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Comply with applicable provisions of the following specifications and documents:

1. ANSI/AISC 303.

2. ANSI/AISC 360.

3. RCSC's "Specification for Structural Joints Using High-Strength Bolts."

B. Connection Design Information:

1. Option 1: Connection designs have been completed and connections indicated on the

Drawings.

C. Construction: Shear wall system.

2.2 STRUCTURAL-STEEL MATERIALS

A. W-Shapes: ASTM A992/A992M.

B. Channels, Angles: ASTM A36/A36M.

C. Plate and Bar: ASTM A36/A36M.

D. Welding Electrodes: Comply with AWS requirements.

2.3 BOLTS AND CONNECTORS

A. High-Strength A325 Bolts, Nuts, and Washers: ASTM F3125/F3125M, Grade A325

(Grade A325M), Type 1, heavy-hex steel structural bolts; ASTM A563, Grade DH

(ASTM A563M, Class 10S), heavy-hex carbon-steel nuts; and ASTM F436/F436M, Type 1,

hardened carbon-steel washers; all with plain finish.

2.4 SHRINKAGE-RESISTANT GROUT

A. Nonmetallic, Shrinkage-Resistant Grout: ASTM C1107/C1107M, factory-packaged,

nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water to consistency

suitable for application and a 30-minute working time.



CN Commission #9195


2.5 FABRICATION

A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate in

accordance with ANSI/AISC 303 and to ANSI/AISC 360.

1. Camber structural-steel members where indicated.

2. Fabricate beams with rolling camber up.

3. Identify high-strength structural steel in accordance with ASTM A6/A6M and maintain

markings until structural-steel framing has been erected.

4. Mark and match-mark materials for field assembly.

B. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.

1. Plane thermally cut edges to be welded to comply with requirements in

AWS D1.1/D1.1M.

C. Bolt Holes: Cut, drill, or punch standard bolt holes perpendicular to metal surfaces.

D. Finishing: Accurately finish ends of columns and other members transmitting bearing loads.

E. Holes: Provide holes required for securing other work to structural steel and for other work to

pass through steel members.

1. Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes

or enlarge holes by burning.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify, with certified steel erector present, elevations of concrete- and masonry-bearing surfaces

and locations of anchor rods, bearing plates, and other embedments for compliance with

requirements.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Provide temporary shores, guys, braces, and other supports during erection to keep structural

steel secure, plumb, and in alignment against temporary construction loads and loads equal in

intensity to design loads. Remove temporary supports when permanent structural steel,

connections, and bracing are in place unless otherwise indicated on Drawings.

3.3 ERECTION

A. Set structural steel accurately in locations and to elevations indicated and in accordance with

ANSI/AISC 303 and ANSI/AISC 360.



CN Commission #9195


B. Bearing Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials and

roughen surfaces prior to setting plates. Clean bottom surface of plates.

1. Set plates for structural members on wedges, shims, or setting nuts as required.

2. Promptly pack shrinkage-resistant grout solidly between bearing surfaces and plates, so

no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply

with manufacturer's written installation instructions for grouting.

C. Maintain erection tolerances of structural steel within ANSI/AISC 303.

D. Align and adjust various members that form part of complete frame or structure before

permanently fastening. Before assembly, clean bearing surfaces and other surfaces that are in

permanent contact with members. Perform necessary adjustments to compensate for

discrepancies in elevations and alignment.

1. Level and plumb individual members of structure.

E. Splice members only where indicated.

F. Do not use thermal cutting during erection.

G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be

enlarged to admit bolts.

3.4 FIELD CONNECTIONS

A. High-Strength Bolts: Install high-strength bolts in accordance with RCSC's "Specification for

Structural Joints Using High-Strength Bolts" for bolt and joint type specified.

1. Joint Type: Snug tightened.

B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding

procedure specifications, weld quality, and methods used in correcting welding work.

1. Comply with ANSI/AISC 303 and ANSI/AISC 360 for bearing, alignment, adequacy of

temporary connections, and removal of paint on surfaces adjacent to field welds.

3.5 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a special inspector to perform the following special

inspections:

1. Verify structural-steel materials and inspect steel frame joint details.

2. Verify weld materials and inspect welds.

3. Verify connection materials and inspect high-strength bolted connections.

B. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.



CN Commission #9195


1. Bolted Connections: Inspect bolted connections in accordance with RCSC's

"Specification for Structural Joints Using High-Strength Bolts."

2. Welded Connections: Visually inspect field welds in accordance with AWS D1.1/D1.1M.

END OF SECTION 05 12 00

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423.929.2191

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PROFESSIONAL SEAL

DESIGNER

REVISIONS

SBC# 369/005-06-2020

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COVER SHEET

CONSTRUCTION DOCUMENTS

Designer

Author

Checker

ETSU VA BUILDING 2 -

1ST FLOOR

RENOVATION

EAST TENNESSEE STATE UNIVERSITY

BUILDING #2 DOGWOOD AVEVA MEDICAL CENTER CAMPUSMOUNTAIN HOME, TN 37684WASHINGTON COUNTY

04.19.2021

CN 9195

10

0

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ETSU VA BUILDING 2 - 1ST FLOOR RENOVATIONEAST TENNESSEE STATE UNIVERSITY

BUILDING #2 DOGWOOD AVE

VA MEDICAL CENTER CAMPUS

MOUNTAIN HOME, TN 37684

WASHINGTON COUNTY

SITE MAP

PROJECT SITE

OWNER


PROJECT TEAM

MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION ENGINEERS

ARCHITECT

CLARK NEXSEN210 EAST W ATAUGA AVENUE,JOHNSON CITY , TN 37601T: 423.929.2191F: 757.455.5638

STRUCTURAL ENGINEER

LYNCH MYKINS301 N W EST STREET, SUITE 105RALEIGH, NC 27603T: 919.782.1833

SHEETNUMBER SHEET NAME

SheetIssue Date

CurrentRevision Current Revision Description

CurrentRevision Date

GENERAL

G-001 COVER SHEET 04/19/21 B ADDENDUM 1 6/04/21

GI101 LIFE SAFETY PLAN 04/19/21 A SFMO Comment Responses 5/13/21

GI200 RATED ASSEMBLIES AND DETAILS 04/19/21

GI201 RATED ASSEMBLIES AND DETAILS 04/19/21

STRUCTURAL

S001 GENERAL NOTES 04/19/21

S011 SPECIAL INSPECTIONS 04/19/21

S102 FIRST FLOOR PLAN 04/19/21

S301 SECTIONS 04/19/21

S302 SECTIONS 04/19/21

S401 ENLARGED PLANS 04/19/21

ARCHITECTURAL

AS101 SITE LOGISTICS PLAN 04/19/21 A SFMO Comment Responses 5/13/21

A-001 ARCHITECTURAL LEGENDS AND NOTES 04/19/21

AD101 DEMOLITION PLANS 04/19/21 B ADDENDUM 1 6/04/21

AE100 BASEMENT FLOOR PLAN 04/19/21

AE101 FIRST FLOOR PLAN 04/19/21

AE111 FIRST FLOOR REFLECTED CEILING PLAN 04/19/21 A SFMO Comment Responses 5/13/21

AE121 AREA A - ENLARGED FIRST FLOOR PLAN 04/19/21

AE122 AREA B ENLARGED PLAN & TOILET ACCESSORIES 04/19/21 B ADDENDUM 1 6/04/21

AE123 AREA C - ENLARGED FIRST FLOOR PLAN 04/19/21

AE401 INTERIOR ELEVATIONS 04/19/21



AE501 PARTITION TYPES AND DETAILS 04/19/21 B ADDENDUM 1 6/04/21

AE502 INTERIOR DETAILS 04/19/21

AE510 CASEWORK DETAILS 04/19/21

AE511 LOBBY DISPLAY ENLARGED PLANS AND INTERIOR ELEVATIONS 04/19/21

AE512 LOBBY DISPLAY DETAILS 04/19/21

AE601 DOOR SCHEDULE, WINDOW ELEVATIONS, AND DETAILS 04/19/21 A SFMO Comment Responses 5/13/21

AF101 FINISH FLOOR PLAN & SCHEDULE 04/19/21

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND, RISER DIAGRAM AND GENERAL NOTES 04/19/21 A SFMO Comment Responses 5/13/21

FD101 FIRST FLOOR DEMO PLAN 04/19/21 B ADDENDUM 1 6/03/21

FP101 FIRST FLOOR NEW WORK PLAN 04/19/21 B ADDENDUM 1 6/03/21

PLUMBING

P-001 LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES 04/19/2021

PD101 BASEMENT DEMO PIPING PLAN 04/19/2021

PD102 FIRST FLOOR DEMO PIPING PLAN 04/19/2021

PL101 BASEMENT PIPING PLAN 04/19/2021

PL102 FIRST FLOOR PIPING PLAN 04/19/2021

P-401 ENLARGED BASEMENT PIPING PLAN - OT WING 04/19/2021

P-402 ENLARGED BASEMENT PIPING PLAN - LOBBY 04/19/2021

P-403 ENLARGED BASEMENT PIPING PLAN - PROSTHETIC WING 04/19/2021

P-404 ENLARGED FIRST FLOOR PIPING PLAN - OT WING 04/19/2021

P-405 ENLARGED FIRST FLOOR PIPING PLAN - LOBBY 04/19/2021

P-406 ENLARGED FIRST FLOOR PIPING PLAN - PROSTHETIC WING 04/19/2021

PL501 GRAVITY PIPING ISOMETRIC RISER DIAGRAM 04/19/2021

PL502 PRESSURE PIPING ISOMETRIC RISER DIAGRAM 04/19/2021

MECHANICAL

M-001 MECHANICAL LEGEND 04/19/2021

MD101 FIRST FLOOR DEMOLITION PLAN - HVAC 04/19/2021

MD102 FIRST FLOOR DEMOLITION PLAN - PIPING 04/19/2021

MH100 BASEMENT FLOOR NEW WORK PLAN - HVAC 04/19/2021

MH101 FIRST FLOOR NEW WORK PLAN - HVAC 04/19/2021 1 SFMO Comment Responses 5/13/21

MP101 FIRST FLOOR NEW WORK PLAN - PIPING 04/19/2021

M-301 SECTIONS 04/19/2021

M-302 SECTIONS 04/19/2021

M-501 DETAILS 04/19/2021 1 SFMO Comment Responses 5/13/21

M-502 DETAILS 04/19/2021

M-601 SCHEDULES 04/19/2021

M-801 CONTROLS 04/19/2021

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS 04/19/2021 A SFMO Comment Responses 5/13/21

ED101 FIRST FLOOR - DEMO PLAN 04/19/2021

EL101 FIRST FLOOR - LIGHTING 04/19/2021 A SFMO Comment Responses 5/13/21

EL501 LIGHTING DETAILS 04/19/2021 A SFMO Comment Responses 5/13/21

EP101 FIRST FLOOR - POWER 04/19/2021

EP102 FIRST FLOOR - MECHANICAL POWER 04/19/2021

EP501 POWER DETAILS 04/19/2021

EP601 PANELBOARD SCHEDULES 04/19/2021

EP701 POWER RISER DIAGRAM 04/19/2021

TELECOM

ET101 FIRST FLOOR - TELECOMMUNICATIONS 04/19/2021

ET401 ENLARGED TELECOM ROOMS 04/19/2021

ET501 TELECOM DETAILS 04/19/2021

ET701 TELECOM RISER DIAGRAMS AND RACK ELEVATIONS 04/19/2021

Total Sheets: 70CLARK NEXSEN210 EAST W ATAUGA AVENUE,JOHNSON CITY , TN 37601T: 423.929.2191F: 757.455.5638

REGULATORY INFORMATION

PROJECT SCOPE

RENOVATION OF LEVEL 1 OF BUILDING NO.2 OF THE JAMES H. QUILLEN COLLEGE OF MEDICINE AT EAST TENNESSEE STATE

UNIVERSITY. SPACES INCLUDE CLASSROOMS, FACULTY OFFICES, LABORATORY SPACE, AND STUDY/MEETING ROOMS. THIS BUILDING

IS LOCATED ON THE CAMPUS OF THE "MOUNTAIN BRANCH HOME FOR DISABLED VOLUNTEER SOLDIERS", A U.S. NATIONAL HISTORIC

LANDMARK

APPLICABLE CODES -- TENNESSEE STATE FIRE MARSHAL'S OFFICE.

INTERNATIONAL BUILDING CODE 2012 EXCLUDING CHAPTER 11 AND SECTION 3411

INTERNATIONAL ENERGY CONSERVATION CODE 2012

INTERNATIONAL GAS CODE 2012

INTERNATIONAL MECHANICAL CODE 2012

INTERNATIONAL ELECTRICAL CODE 2017

INTERNATIONAL PLUMBING CODE 2012

INTERNATIONAL FIRE CODE 2012

INTERNATIONAL EXISTING BUILDING CODE 2012

LIFE SAFETY CODE (NFPA 101) 2012

ADA STANDARDS FOR ACCESSIBL DESIGN 2010

BUILDING CLASSIFICATIONS

IBC OCCUPANCY: B (BUSINESS)

IBC CONSTRUCTION TYPE: TYPE IIIB, FULLY SPRINKLERED IN ACCORDANCE W ITH NFPA 13

NFPA OCCUPANCY: EXISTING BUSINESS (LSC CHAPTER 39)

NFPA CONSTRUCTION TYPE: TYPE III (2-1-1)

SEISMIC DESIGN CATEGORY: C

BUILDING RISK CATEGORY: III

FIRE PROTECTION

INTERIOR BEARING W ALLS: NO RATING

COLUMNS: NO RATING

BEAMS: NO RATING

FLOOR-CEILING ASSEMBLY: NO RATING

EXTERIOR BEARING W ALL: 2 HR RATED

SHAFT ENCLOSURES: 2 HR RATED

EXIT ACCESS STAIRW AYS (PER IBC SECT. 1009.3.1.2) 1 HR RATED

OCCUPANCY SEPARATIONS: (NOT APPLICABLE)

SMOKE PARTITIONS: NO RATING, SMOKE TIGHT

"HAZARDOUS" SPACE PROTECTION: SMOKE TIGHT (>50SF) OR 1HR (>100 SF)

SMOKE BARRIERS: (NOT APPLICABLE)

HORIZONTAL EXITS: (NOT APPLICABLE)

RATED ASSEMBLIES

FLOOR-CEILING (N/A): NO RATING

ROOF-CEILING (N/A): NO RATING

COLUMNS (N/A): NO RATING

EXTERIOR BEARING W ALLS (EXISTING SOLID BRICK; 2 HOUR

SEE IBC TABLE 721.1(2), ITEM 1-1.2:

ZONING

ZONING JURISDICTION: JOHNSON CITY, TENNESSEE

EXISTING BUILDING ZONING: R-4 , MEDIUM-DENSITY RESIDENTIAL DISTRICT

BUILDING DATAALLOWABLE HEIGHTS AND AREAS

BUILDING HEIGHT (STORIES) 4

BUILDING HEIGHT (FEET) 75 FEET

AREA PER STORY 57,000 SF

TOTAL BUILDING AREA (3 STORIES PLUS BASEMENT) 228,000 SF

NOTE: SEE IBC TABLE 503; SECTION S504.2; AND SECTION 506.3

ACTUAL HEIGHTS

BUILDING HEIGHT (STORIES) 3 PLUS BASEMENT

BUILDING HEIGHT (FEET) 48 FEET

LEVEL 1 - RENOVATED AREA 13,400 SF

TOTAL BUILDING AREA (3 STORIES PLUS BASEMENT) APPROX 55,000 SF

MISCELLANEOUS

1. NO CHANGES TO THE EXTERIOR OR OCCUPANCY OF THIS BUILDING ARE BEING MADE AS PART OF THIS PROJECT.

2. NO EXISTING CONDITIONS RELATED TO ZONING REGULATIONS, PREVIOUSLY GRANTED VARIANCES, PARKING REQUIREMENTS, ETC.,

ARE AFFECTED BY THIS PROJECT.

3. ALL CONSTRUCTION AND AREA DATA LISTED ABOVE REFER TO EXISTING CONDITIONS, AND ARE INCLUDED FOR REFERENCE ONLY.

4. NOTE: THE JOHNSON CITY CODES DIVISION DOES NOT HAVE JURISDICTION OVER EAST TENNESSEE STATE UNIVERSITY, OR THE

MOUNTAIN HOME U.S. VETERAN'S ADMINISTRATION MEDICAL CAMPUS.

5. CONSTRUCTION TYPE DETERMINATION IS BASED ON FIELD OBSERVATION OF THE EXISTING BUILDING: SOLID BRICK MASONRY

EXTERIOR W ALLS, HEAVY TIMBER OAK COLUMNS AND BEAMS, AND SOLID OAK TONGUE-AND-GROOVE FLOORING ABOVE GRADE; W ITH

PORTLAND CEMENT PLASTER ON EXPANDED METAL LATH AS THE TYPICAL ORIGINAL INTERIOR FINISH.

6. THIS SITE IS LOCATED IN INTERNATIONAL ENERGY CONSERVATION CODE CLIMATE ZONE 4.

7. LOCAL FIRE DEPARTMENT CONTACT:

JOHNSON CITY FIRE DEPARTMENT (MARK SCOTT, FIRE CHIEF)

603 BERT ST, JOHNSON CITY TN 37601

(423) 975-2840 | [email protected]

A 5/13/21 SFMO Comment Responses

B 6/04/21 ADDENDUM 1

SBC# 369/005-06-2020TFM# 07492-VVPROJECT # 2021-04-20-03

A

A

CONSTRUCTION DOCUMENTS05.13.2021

B ADDENDUM 1 6/04/21

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE. IT INCLUDES A SCHEDULE OF SPECIAL INSPECTION SERVICES APPLICABLE TO THIS PROJECT, THE NAME OF THE SPECIAL INSPECTOR, THE IDENTITY OF OTHER APPROVED AGENCIES RETAINED FOR CONDUCTING SPECIAL INSPECTIONS, AND THE REQUIRED INSPECTOR QUALIFICATIONS. THIS STATEMENT OF SPECIAL INSPECTIONS WAS PREPARED BY THE FOLLOWING DESIGNERS OF RECORD:

STATEMENT OF SPECIAL INSPECTION SERVICES

THE SPECIAL INSPECTOR MUST KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS AND MUST FURNISH REPORTS TO THE AUTHORITY HAVING JURISDICTION AND THE DESIGNERS OF RECORD. REPORTS MUST INDICATE IF THE WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. DISCOVERED DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCH DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE AUTHORITY HAVING JURISDICTION AND THE DESIGNERS OF RECORD. THE SPECIAL INSPECTIONS PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITIES.

INTERIM REPORTS MUST BE SUBMITTED TO THE STATE CONSTRUCTION OFFICE, OWNER, AND THE DESIGNERS OF RECORD.

INTERIM REPORT FREQUENCY: MONTHLY

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS, TESTING, AND CORRECTION OF ANY DISCREPANCIES SHOULD BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.

JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

STRUCTURAL

ARCHITECTURAL

MECHANICAL

OTHER

(Type or print name) (Signature) (Date)




PROJECT: ETSU BUILDING 2 RENOVATION LOCATION: BUILDING #2 DOGWOOD AVE, VA MEDICAL CENTER CAMPUS, MOUNTAIN HOME, TN 37684 OWNER’S REPRESENTATIVE: OWNER’S ADDRESS:

OWNER’S AUTHORIZATION ACCEPTED FOR THE AHJ BY:

(Signature) (Date) (Signature) (Date)

DAVE MYKINS, PE 5/13/2021

FIRM NAME & POINT OF CONTACT

STRUCTURAL STEEL & HIGH STRENGTH BOLTINGWELDING OF STRUCTURAL STEELCOLD-FORMED STEEL DECKOPEN-WEB STEEL JOISTS & JOIST GIRDERSCOLD-FORMED STEEL FRAMINGCONCRETE CONSTRUCTIONMASONRY CONSTRUCTION BWOOD CONSTRUCTION SOILSDRIVEN DEEP FOUNDATIONS CAST-IN-PLACE DEEP FOUNDATIONS

INSPECTION AGENTS ADDRESS / PHONE / E-MAIL

2. TESTING AGENCY (TA-1)

A. THE INSPECTION FREQUENCY INDICATED ON THE FOLLOWING INSPECTION TABLES ARE “C”CONTINUOUS, “P” PERIODIC, & “O” RANDOM ON A DAILY BASIS.

B. LEVEL A IS THE MINIMUM INSPECTION PROGRAM FOR EMPIRICALLY / PRESCRIPTIVELY DESIGNED MASONRY IN RISK CATEGORY I, II OR III STRUCTURES. LEVEL B IS THE MINIMUM INSPECTION PROGRAM FOR EMPIRICALLY / PRESCRIPTIVELY DESIGNED MASONRY IN RISK CATEGORY IV STRUCTURES AND ENGINEERED MASONRY IN RISK CATEGORY I, II OR III STRUCTURES. LEVEL C IS THE MINIMUM INSPECTION PROGRAM FOR ENGINEERED MASONRY IN RISK CATEGORY IV STRUCTURES. ENGINEERED MASONRY STRUCTURES ARE THOSE DESIGNED IN ACCORDANCE WITH PORTIONS OF THE TMS 402-13 / ACI 530-13/ASCE 5-13 OTHER THAN PART 4 OR APPENDIX A.

THE FOLLOWING COMPRISES THE REQUIRED SCHEDULE OF SPECIAL INSPECTIONS FOR THIS PROJECT. THE CONSTRUCTION DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS FOR THIS PROJECT ARE AS FOLLOWS.

HELICAL PILE FOUNDATIONSRAMMED AGGREGATE PIERS & STONE COLUMNSSPRAYED FIRE-RESISTANT MATERIAL MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS EXTERIOR INSULATION & FINISH SYSTEM FIRE-RESISTANT PENETRATIONS & JOINTSSMOKE CONTROL RETAINING WALL & SYSTEMS > 5 FEET SPECIAL INSPECTIONS FOR WIND RESISTANCE SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

1. SPECIAL INSPECTOR (SI-1)

3. TESTING AGENCY (TA-2)

4. GEOTECHNICAL ENGINEER (GE-1)

5. OTHER (O-1)

NOTE: THE INSPECTION AND TESTING AGENT(S) MUST BE ENGAGED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL OF RECORD ACTING AS THE OWNER’S AGENT, AND NOT BY THE CONTRACTOR OR SUBCONTRACTOR WHOSE WORK IS TO BE INSPECTED OR TESTED. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE STATE CONSTRUCTION OFFICE, PRIOR TO COMMENCING WORK.

SCHEDULE OF SPECIAL INSPECTION SERVICES A

SEISMIC DESIGN CATEGORY:

BASIC WIND SPEED (VASD):

WIND EXPOSURE CATEGORY:

A

X

X

X

X

X

B C D

90-109 MPH 110-119 MPH >120 MPH

B C D

X

A

STRUCTURAL STEEL AND HIGH-STRENGTH BOLTING

TASK

REQDFREQ

1. FABRICATOR CERTIFICATION / VERIFICATION OF QUALITY CONTROL PROCEDURES

INSPECTION TASK

REFERENCE FOR CRITERIA

AISC 360 IBC

a. VERIFY FABRICATOR QUALIFICATIONS

b. REVIEW MATERIAL TEST REPORTS & CERTIFICATIONS

c. COLLECT CERTIFICATES OF COMPLIANCE FROM THE STEEL FABRICATOR AT COMPLETION OF FABRICATION

2. INSPECTIONS PRIOR TO HIGH-STRENGTH BOLTING AT PRETENSIONED AND SLIP-CRITICAL JOINTS

a. COLLECT MANUFACTURER’S CERTIFICATIONS FOR FASTENER MATERIALS

b. FASTENERS ARE MARKED PER ASTM REQUIREMENTS

c. ENSURE CORRECT FASTENERS AND BOLTING PROCEDURES ARE SELECTED FOR JOINT DETAILS

d. VERIFY CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION WHEN SPECIFIED, COMPLY WITH THE CONSTRUCTION DOCUMENTS

e. OBSERVE AND DOCUMENT PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONAL FOR FASTENER ASSEMBLIES AND METHODS

f. VERIFY PROPER STORAGE PROVIDED FOR ALL FASTENER COMPONENTS

3. INSPECTIONS DURING HIGH-STRENGTH BOLTING AT PRETENSIONED AND SLIP-CRITICAL JOINTS

C

C

C

C

P

P

P

P

P

N5.2

TBL N5.6-1

TBL N5.6-1

TBL N5.6-1

TBL N5.6-1

TBL N5.6-1

TBL N5.6-1

1704.2.5.1

1704.5

a. ENSURE CORRECT FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS, WHEN SPECIFIED, ARE POSITIONED AS REQUIRED

b. VERIFY JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING

c. VERIFY FASTENER COMPONENTS NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING

d. ENSURE FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH RCSC, PROGRESSING FROM THE MOST RIGID POINT TOWARDS FREE EDGES

4. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS AFTER HIGH-STRENGTH BOLTING IS COMPLETE

5. STRUCTURAL DETAILS

a. VERIFY DIAMETER, GRADE, TYPE AND LENGTH OF ANCHOR RODS AND OTHER EMBEDDED ITEMS SUPPORTING STRUCTURAL STEEL

b. INSPECTION OF FABRICATED ASSEMBLIES & ERECTED STEEL FRAMING VERIFYING COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS

6. COMPOSITE CONSTRUCTION

a. VERIFY PLACEMENT & INSTALLATION OF STEEL DECK

b. OBSERVE PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

c. DOCUMENT ACCEPTANCE OR REJECTION OF COMPOSITE CONSTRUCTION ELEMENTS

P TBL N5.6-2

P TBL N5.6-2

P TBL N5.6-2

P TBL N5.6-2

C TBL N5.6-3

P N5.7

P N5.7

P TBL N6.1

TBL N6.1

P TBL N6.1

X

X

X

X

X

X

WELDING OF STRUCTURAL STEEL

TASK

REQDFREQ

1. INSPECTIONS PRIOR TO WELDING

INSPECTION TASK


AISC 360 IBC

a. COLLECT & REVIEW WELDING PROCEDURE SPECIFICATION (WPS) AND VERIFY MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES

b. CONFIRM WELD MATERIAL TYPE & GRADE

c. CONFIRM METHOD OF WELDER IDENTIFICATION

d. INSPECTION OF FIT-UP FOR GROOVE & FILLET WELDS INCLUDING ACCESS HOLE CONFIGURATION & FINISH

2. INSPECTIONS DURING WELDING

a. VERIFY WELDER QUALIFICATIONS

b. VERIFY PROPER CONTROL AND HANDLING OF WELDING CONSUMABLES

c. MONITOR ENVIRONMENTAL CONDITIONS

d. MONITOR PROPER IMPLEMENTATION OF WPS

e. INSPECTION OF WELDING TECHNIQUES INCLUDING NO WELDING OVER CRACKED TACK WELDS

3. INSPECTIONS AFTER WELDING

C

P

P

P

P

P

P

P

P

TBL N5.4-1

TBL N5.4-1

TBL N5.4-2

TBL N5.4-2

TBL N5.4-2

TBL N5.4-2

TBL N5.4-2

TBL N5.4-1

TBL N5.4-1

a. VERIFY WELDS HAVE BEEN CLEANED

b. CONFIRM THE INSTALLED SIZE, LENGTH AND LOCATION OF WELDS MATCHES THE CONTRACT DOCUMENTS

c. VERIFY WELDS MEET VISUAL ACCEPTANCE CRITERIA

d. CONFIRM ARC STRIKES COMPLY WITH PART 5.28 OF AWS D1.1

h. FOR RISK CATEGORY III OR IV STRUCTURES, CONDUCT ULTRASONIC TESTING (UT) OF CJP GROOVE WELDS IN MATERIALS ≥ 5/16” AT BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING

i. FOR RISK CATEGORY II STRUCTURES, CONDUCT ULTRASONIC TESTING (UT) OF CJP GROOVE WELDS IN MATERIALS ≥ 5/16” AT BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING

j. CONDUCT MAGNETIC PARTICLE TESTING (MT) OR LIQUID PENETRANT TESTING (PT) AT THERMALLY CUT SURFACES OF ACCESS HOLES FOR ROLLED SECTION WITH TF > 2” AND BUILT-UP SHAPE WITH TW > 2”

k. RADIOGRAPHIC OR ULTRASONIC INSPECTION AT JOINTS SUBJECT TO FATIGUE

l. DOCUMENT ACCEPTANCE / REJECTION OF WELDED JOINTS AND MEMBERS

P TBL N5.4.3

C TBL N5.4.3

C TBL N5.4.3

C TBL N5.4.3

C N5.5B, N5.5E

C N5.5C

C N5.5D, TBL A-3.1

C TBL N5.4-3, N5.5G

e. VISUALLY OBSERVE WEB K-AREA FOR CRACKS WITHIN 3” OF WELDED DOUBLER PLATES, CONTINUITY PLATES AND STIFFENERS

C TBL N5.4.3

f. BACKING AND WELD TABS REMOVED PER CONTRACT DOCUMENTS

C TBL N5.4.3

g. OBSERVE AND INSPECT WELD REPAIR ACTIVITIES C TBL N5.4.3

P N5.5.B, N5.5F

N5.4

N5.4

N5.4, N5.5

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

FIRE-RESISTANT PENETRATIONS AND JOINTSA

TASK

REQDFREQ

1. INSPECT THROUGH-PENETRATION FIRESTOP SYSTEMS AT FIRE WALLS, FIRE BARRIERS, SMOKE BARRIERS AND FIRE PARTITION WALLS IN ACCORDANCE WITH ASTM E2174

INSPECTION TASK


STANDARD IBC

P 1705.17.1, 714.3.1.2

2. INSPECT PENETRATION FIRESTOP SYSTEMS AT PENETRATIONS THROUGH MEMBRANES THAT ARE PART OF A HORIZONTAL ASSEMBLY IN ACCORDANCE WITH ASTM E2174

P 1705.17.1, 714.4.2

3. INSPECT FIRE-RESISTANT JOINT SYSTEMS IN ACCORDANCE WITH ASTM 2393

P 1705.17.2, 715.3, 715.4

A. THE INSPECTION OF FIRE-RESISTANT PENETRATIONS AND JOINTS APPLIES ONLY TO HIGH-RISE BUILDINGS OR BUILDINGS ASSIGNED TO RISK CATEGORY III OR IV.

X

X

X

Structural Engineers301 N West St., Ste 105

Raleigh, NC 27603

919.782.1833 - lynchmykins.com


210 E. WATAUGA AVENUE

423.929.2191

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DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

SBC# 369/005-06-2020

TFM# 07492-VV

PROJECT # 2021-04-20-03

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S011

SPECIAL INSPECTIONS


Designer

Author

Checker

9195 ETSU BUILDING 2

RENOVATION


BUILDING #2 DOGWOOD AVEVA MEDICAL CAMPUSMOUNTAIN HOME, TN 37684

04/19/2021

CN 9195

06/04/21

DA

VID W. MYKIN

S

No.1 244 85

STA

TEOF TENNES

SEE

REGI

STEREDENGINEER



B

B

B

GSWA

DC

MBC

UP

DN

DN

UP

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED IN ITS ENTIRETY

PORTION OF EXISTING WALL TO BE DEMOLISHED TO RECEIVE NEW WORK (REFER TO NEW FLOOR PLANS)

EXISTING DOOR TO REMAIN

EXISTING DOOR AND HARDWARE TO BE REMOVED. FRAME TO REMAIN IN PLACE. REFER TO NEW WORK FLOOR PLANS FOR DOOR TAGS.

EXISTING WALL, DOOR, FRAME AND HARDW ARE TO BE REMOVED IN THEIR ENTIRETY

EXISTING PLUMBING FIXTURES TO BE REMOVED

DENOTES NEW OPENING IN EXISTING FLOOR SLAB(REFER TO STRUCTURAL)

X' - Y"

1. OW NER WILL REMOVE ANY WANTED ITEMS PRIOR TO NOTICE TO PROCEED. PRIOR TO DEMOLITION OWNER MAY FIELD MARK ITEMS TO BE SALVAGED. THE CONTRACTOR SHALL MOVE ALL ITEMS SALVAGED FOR OW NER TO THE LOCATION OF THE OW NERS CHOOSING ON SITE. IF OW NER CHOOSES TO NOT RETAIN ITEMS, CONTRACTOR IS TO DISPOSE OF ITEMS LEGALLY OFF SITE.

2. ALL ITEMS SALVAGED FOR REINSTALLATION SHALL BE PROTECTED FROM DAMAGE AND STORED ON SITE IN A SECURE LOCATION. ITEMS TO BE REINSTALLED W ILL BE CLEANED PRIOR TO INSTALLATION. IF ITEM IS DAMAGED IN ACT OF REMOVAL FROM ITS CURRENT LOCATION, NOTIFY OW NER AND ARCHITECT IMMEDIATELY.

3. ALL DEMOLITION SHALL BE SAW CUT TO NEAT, STRAIGHT LINES FOR JOINING NEW W ORK TO EXISTING.

4. ALL DEMOLITION SHALL BE VERIFIED AND COORDINATED WITH NEW CONSTRUCTION AS DOCUMENTED IN THE CONTRACT DOCUMENTS.

5. CONTRACTOR SHALL PROVIDE AND INSTALL DUST AND DEBRIS PROTECTION IN ALL AREAS OF EXISTING STRUCTURE WHERE NO WORK IS TO TAKE PLACE. UPON COMPLETION OF WORK DEMOLISH AND REMOVE PROTECTION

6. THE PRESENCE OF ASBESTOS CONTAINING MATERIALS (ACM) HAS BEEN CONFIRMED IN THE BUILDINGS. EXTREME CAUTION SHOULD BE EXERCISED DURING ALL DEMOLITION IN AREAS W HERE WORK COULD UNCOVER EQUIPMENT, PIPING, DUCTING, ETC. THAT CONTAINS ASBESTOS. NOTIFY ARCHITECT IMMEDIATELY OF SUSPECT MATERIAL. REFERENCE SPECIFICATION SECTION 02 82 13 - ASBESTOS ABATEMENT FOR PROCEDURES AND LOCATIONS OF ACM. ALL DEMOLITION SHALL BE VERIFIED AND COORDINATED WITH ASBESTOS ABATEMENT PROCESS. ABESTOS ABATEMENT ASSESSMENT IS AVAILABLE UPON REQUEST.

7. MASONRY INTERIOR PARTITIONS BEING REMOVED SHALL BE SAW CUT TO CLEAN STRAIGHT LINES AND TEMPORARILY SHORED FOR STRUCTURAL STABILITY. WALLS SHALL BE REMOVED FROM FLOOR SLAB TO UNDERSIDE OF THE STRUCTURE U.N.O. REFER TO STRUCTURAL DRAWINGS FOR PERMANENT BRACING.

8. PATCH AND REPAIR ALL REMAINING CONSTRUCTION TO MATCH ADJACENT CONSTRUCTION, OR RECEIVE NEW FINISHES. AT ALL W ALL, FLOOR AND CEILING LOCATIONS W HERE CONSTRUCTION IS TO REMAIN EXPOSED, CONTRACTOR SHALL FILL ALL HOLES WITH CONCRETE PATCHING COMPOUND OR SEALANT AS APPROPRIATE FOR W ALL MATERIAL. COLOR, TEXTURE, FINISH SURFACE TO MATCH ADJACENT FINISHES OR PREPARE FOR NEW FINISHES. W HERE SURFACE AND/OR RECESS MOUNTED UTILITIES ARE TO BE DEMOLISHED AND REMOVED, CONTRACTOR SHALL REMOVE ALL ACCESSIBLE PORTIONS OF UTILITIES, INCLUDING ALL MOUNTING HARDWARE AND SHALL FILL AND FINISH ALL HOLES AS DESCRIBED ABOVE.

9. CONTRACTOR SHALL RETAIN FIRE RATING AT ALL RATED WALLS. ANY AND ALL OPENINGS OR PENETRATIONS LEFT AFTER DEMOLITION MUST BE INFILLED AND/OR SEALED AS REQUIRED BY APPLICABLE CODES.

10. ALL EXISTING PLUMBING FIXTURES TO BE REMOVED. SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL UTILITY AND EQUIPMENT DEMOLITION INFORMATION

11. REMOVE BASEBOARD AND DOOR TRIM. W INDOW TRIM TO REMAIN, U.O.N.

12. DEMOLISH AND REMOVE EXISTING CEILING FINISHES. EXISTING PLASTER CEILING TO REMAIN. U.O.N.

13. DEMOLISH AND REMOVE EXISTING FLOOR FINISHES THROUGHOUT. PREP AREA FOR NEW W ORK. INSTALL 1/4" PLYWOOD UNDERLAYMENT W HERE EXISTING FLOORS ARE NOT FLAT.

14. DEMOLISH AND REMOVE EXISTING W ALL FINISHES THROUGHOUT. PREP AREA FOR NEW W ORK.

15. THE PRESENCE OF LEAD CONTAMINATED PAINT HAS BEEN DETECTED. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION, PROCEDURES AND REQUIREMENTS.

16. PRIOR TO REMOVAL / DEMOLITION OF DOORS, W ALK THROUGH BUILDING W ITH OW NER TO INDENTIFY DOOR HARDW ARE TO BE SALVAGED.

17. THE CONTRACTOR IS ADVISED THAT THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) DOES NOT RECOGNIZE A THRESHOLD LEVEL OF LEAD FOR DEFINITION PURPOSES, ONLY THE PRESENCE OR ABSENCE OF LEAD. DESTRUCTIVE ACTIONS (SANDING, GRINDING, BURNING, DEMOLITION, COMPONENT REMOVAL, DEMOLITION, PAINT PREPARATION, ETC.) TO LEAD BASED PAINT (LBP) OR LEAD CONTAINING PAINT (LCP) SURFACES WILL REQUIRE THE CONTRACTOR COMPLY W ITH THE STANDARDS OF OSHA REGULATION 29 CFR 1926.62 (LEAD IN CONSTRUCTION), INCLUDING BUT NOT LIMITED TO TRAINING, INITIAL EXPOSURE MONITORING , THE USE OF PERSONAL PROTECTIVE EQUIPMENT, AND MEDICAL SURVEILLANCE. ALTHOUGH THE OSHA REGULATIONS GOVERNING WORKER PROTECTION FOR LBP APPLY TO W ORK PRACTICES INCLUDING THE DISTURBANCE OF PAINT SYSTEMS W ITH DETECTABLE LEVELS OF LEAD, SHORT DURATION TASKS PERFORMED WITH MINIMAL DUST GENERATION, ON SURFACES CONTAINING LOW LEVELS OF LEAD , AS IS PROPOSED AT THIS SITE, ARE LESS LIKELY TO RESULT IN AIRBORNE LEAD EXPOSURE IN EXCESS OF THE OSHA ACTION LEVEL

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0201

0201

0201

0207 0208

02080208

0208

0208

0209

0210

0209

0202

0206

0209

0209

8'-2"

0203

0208

02070207

0208

0208 0213

0214

0208

02160216

02110211

0208

0203

0210

3'-9

"1'

-0"

4'-6

"2'

-8"

0215

7'-1

1/2

"

0203

0203

0203

0203

0209

0209

6'-5

"

0216

3'-1

0"9'

-4"

3"3'

-10"

4 1/

2"3'

-4"

0204

02040204

0203 W ALL AND DOOR SHOW W ITH GRAY HATCH TO REMAIN DURING CONSTRUCTION. DEMOLISH W HEN NEW RATED STAIR ENCLOSURE IS COMPLETE

02040204

0211

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MECH

029

MECHANICAL

031

NO NEW W ORK IN AREA SHOW N HATCHED

COMMROOM

028

3'-6

"

02120205

0205

1/8" = 1'-0"AD101 REF 1 / AE122

C1 FIRST FLOOR DEMO PLAN

HAD

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COMMERC

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423.929.2191

1 2 3 4 5 6

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DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS

CORPORATE SEALCORPORATE SEAL

SBC# 369/005-06-2020

TFM# 07492-VV

PROJECT # 2021-04-20-03

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AD101

DEMOLITION PLANS


Designer

Author

Checker


1ST FLOOR

RENOVATION



04.19.2021

CN 9195

61

0

# KEY NOTESGENERAL NOTES

0210 EXISTING FIRE RISER AND STANDPIPE TO REMAIN, SEE FIREPROTECTION DRAWINGS.

0211 REMOVE SUBFLOOR TO TOP OF FLOOR JOISTS AT AREAINDICATED, SEE STRUCTURAL DRAWINGS.

0212 MODIFY EXISTING LOUVER FOR NEW DUCTWORK, SEEMECHANICAL DRAWINGS.

0213 EXISTING FIRE ALARM NAC PANEL TO REMAIN, SEE FIREPROTECTION DRAWINGS

0214 EXISTING FIRE ALARM ANNUNCIATOR TO REMAIN, SEE FIREPROTECTION DRAWINGS

0215 DEMOLISH AND REMOVE CABINETRY, PLUMBING AND ALLAPPLIANCES IN ROOM, SEE MEP DRAWINGS

0216 EXISTING ELECTRICAL PANELS TO REMAIN, SEE ELECTRICALDRAWINGS.

0201 DEMOLISH AND REMOVE EXISTING FINISHES ON STRUCTURALCOLUMN. PREP COLUMN FOR NEW WORK. VERIFY CONDITIONOF COLUMN PRIOR TO ANY WORK. TYPICAL AT GRID LINE "F"AND AT COLUMN ON "G/10"

0202 REMOVE DOOR FROM FRAME, EXISTING DOOR FRAME TOREMAIN

0203 EXISTING PIPE TO BE REMOVED OR MODIFIDIED TO FIT IN NEWWALL, SEE PLUMBING AND MECHANICAL DRAWINGS.

0204 EXISTING ELECTRICAL PANELS TO BE REMOVED, SEEELECTRICAL DRAWINGS.

0205 REMOVE EXISTING WIINDOW AND PREPARE OPENING FORNEW LOUVER. SEE MECHANICAL DRAWINGS.

0206 EXISTING TERRAZZO FLOORING TO REMAIN

0207 EXISTING TERRAZZO TREAD AND RISER TO REMAIN. REMOVEEXISTING ANTI-SLIP NOSING TAPE. CLEAN TREADS TOPREPARE FOR NEW ANTI-SLIP NOSING TAPE.

0208 DEMOLISH AND REMOVE PORTION OF MASONRY WALL ASINDICATED TO CREATE OR ENLARGE OPENING, SEESTRUCTURAL DRAWINGS AND GENERAL NOTE #7.

0209 REMOVE EXISTING HAND RAILS ON WALLS, TYP.

1/8" = 1'-0"AD101

B5 PARTIAL BASEMENT DEMO PLAN



B

DN

DN

UP

18"

MIN

SURFACE / PARTITION MOUNTED TOILET PAPER HOLDER (JUMBO) MATCH

TO VA HOSPITAL STANDARDS

SANITARY NAPKIN

DISPOSAL

15" MIN

LAVATORY OR VANITY SINKFRONT ELEVATION

LINE OF NON-HEAT CONDUCTING BAFFLE

ACCESSIBLE SINK BOW L 6" DEEP

SPECIALTIES AND PLUMBING FIXTURES - MOUNTING HEIGHTS AND CLEARANCES

COUNTER (WHERE OCCURS)

DUAL HEIGHT ELECTRIC W ATER COOLER

ALIGN W HERE APPLICABLE

CL

ADA LEVER / PADDLE OPERATED FAUCET

6" MAX

8" MIN

17" MIN

9" M

IN

27"

MIN

34"

MA

X

INSULATE HOT WATER SUPPLY AND DRAIN LINES IF BAFFLE NOT USED

KNEE AND TOE SPACE

FINISHED FLOOR

5" MAX15" MIN

LAVATORY OR VANITY SINKSIDE ELEVATION

BABY CHANGING STATION

ELECTRIC HAND DRYER SURFACE MOUNTED

(SINGLE)

FINISHED FLOOR

FINISHED FLOOR

PAPER TOW EL DISPENSER. OFCI

SURFACE MOUNTED SOAP DISPENSER

MIRROR w/ FRAME, ABOVE COUNTER

38"

- 40"

DIS

PE

NS

ING

CO

NT

RO

L

44"

MA

X

DIS

PE

NS

ING

SLO

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48"

MA

X T

OP

OF

LINE OF W ALL BEYOND

4" MAX

TOP OF SINK

28"

- 34"

RE

FLE

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SU

RF

AC

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LINE OF W ALL BEYOND

SEMI-RECESSED TRASH RECEPTACLE

48"

MA

X

TO

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OM

ED

GE

OF

40"

MA

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AC

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27"

MIN

36"

MA

X

38"

MIN

43"

MA

X

15" MIN 15" MIN

A2 C1B3 D1

H4 J1

G1

66"

MA

X

MOP AND BROOM HOLDER

B4 E2

K1

CL

12" MIN 24" MIN

18"

WALL HUNG W ATER CLOSET FRONT ELEVATION

CL

R1R3

WALL HUNG W ATER CLOSET SIDE ELEVATION

40"

R3

R2 12"

1 1/

2" M

IN

8" 4"

TOILET PAPER MOUNTING RANGE

J1

WHERE OCCURS

CL

19"

MA

X

17"

MIN

-

2'-1

0"

OFCI

OFCI

OFCI

SINGLE AND DUAL SURFACE / PARTITION MOUNTED ROBE HOOK

CL

15"

MIN

48"

MA

X

P1

9 10 11 12

AA

BB

CC

DD

EE

GG

HH

II

JJ

KK

FF

WAITING

100B

EXEC AIDE /RECEPTION

101

COPY

102

O&PSTORAGE

103

TELECOM

104

ELECT.

105

ELEVATOR

E

CUSTODIAL

114

O&PSTORAGE

113

GENDERNEUTRAL

115

STAIR #1

106GENDER

NEUTRAL/DRESSING

110

GENDERNEUTRAL/DRESSING

111


112

LOBBY

100A

C1

B1

100-E

101

103A 103B

110

111

112

113

114

115

116

2612

2801

1007

1007

104

105

0604

AE511E5

AE401 B6

B5

AE511 E1

A1

AE502_____

S6S6

S6

S6

S4NTS4N

S4N

06

07

10

04

SE4T

S4NT2

S4N

SE4

SE4

S4N

S4N

S4N

S4N

S4NSE4

SE4

11010601

0604

AE401C3

4'-1

1/2

"

SE4

SE4

3'-5"

2102

0609

06051102

AE4011

LOCKERS

117 AE122 1

AE1222

5'-1

0"5'

-10"

0901

0901

0901

0901

0901

0901

0901

0901

09010901

090109010901

S4R2N

S4R2NS4R2N

S4R2N

SE4

S4N

SE4SE2T

S4N

S4N

4'-10 3/4" 7'-2" 8"

11'-0"AE1222

AE1222

AE122 1

0921

3'-2"

CLR

42 1

/2"

SE2

SE2

SE2

SE2

SE6

SE6

SE2

S4N

S4N

0901

0901

SE4

1104

1104

FEC

0808

2601

260626062606

26122612

A

4'-7 1/4"

7'-7

"7'

-7"

SE4T

1007

0921

0921

0608

GENDERNEUTRAL

116

SE4T

SE4T

D1

D1

D1

D1

D1

4

4

AE511

E2

E2

0901

AE401

A1

AE511

E2

AE401

B3

B3

B3

B3

G1

B4

B4

B3

B4

B4

B4

H4

H4

H4

H4

H4

P1

P1

P1

P1

P1

S6N

1' -

11

1/2

"

1' - 3 1/2" CLR

SE4T

S4R2N

S4R2N

VESTIBULE

107

BB

B

1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF MASONRY, FACE OF EXISTING W ALL, AND TO CENTER LINE OF COLUMNS, EXCLUSIVE OF INTERIOR WALLS.

2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS DEFINED BY THE PARTITION SCHEDULE AND IS EXCLUSIVE OF ANY APPLIED FINISH.

3. ALL FURNITURE AND EQUIPMENT SHOW N GRAY ON PLANS TO BE BY OWNER AND IS N.I.C.

4. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT / SHELVING / CASEW ORK.

5. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAW INGS AND THE CIVIL, LANDSCAPE, STRUCTURAL, FIRE PROTECTION, PLUMBING, HVAC, AUDIO VISUAL OR ELECTRICAL DRAW INGS SHALL BE NOTED IN W RITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR TO COMMENCING THE CONSTRUCTION IN QUESTION.

6. PROVIDE W OOD BLOCKING IN METAL STUD PARTITIONS FOR MOUNTING FIXTURES, ACCESSORIES, MILLWORK, SHELVING, HARDW ARE, DOOR STOPS AND OTHER EQUIPMENT.

7. VERIFY AND COORDINATE PENETRATIONS THROUGH FLOOR SLABS, ROOF DECK AND PARTITIONS WITH PM&E AND FP DRAW INGS.

8. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS W ITH CIVIL AND STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT IN W RITING BEFORE CONSTRUCTION OF ANY CONFLICTS.

9. REFER TO SHEET AE601 FOR DOOR SCHEDULE, LOUVER, AND WINDOW ELEVATIONS.

10. SEE SPECIFICATIONS FOR SPECIALTY MODELS & SHEET AE103 FOR TYPICAL MOUNTING HEIGHTS AND CLEARANCES.

11. REFER TO SHEET AE501 FOR PARTITION TYPE DESCRIPTIONS.

12. REFER TO RCP SHEETS FOR ALL CEILING HEIGHT & MATERIAL DESIGNATIONS IN TOILET ROOMS.

FIRST FLOOR0'-0"

GENDERNEUTRAL

115

GENDERNEUTRAL

116

R2

R1

A2

C1

R2

R1

A2

C1

TY

P

3'-0

"

TYP

1'-6"

ALIGN WALL TILE AND FLOOR TILE JOINTS. TYP.

FIRST FLOOR0'-0"


110


111


112

R2

R1

A2

C1

R2

R1

A2

C1

R2

R1

A2

C1

H4

J1

R2

R3

HAD

WIC

KSCOTT ROBE

STA

TEOF TEN

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N O . 6 6 7 6

COMMERC

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1 0



423.929.2191

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS


SBC# 369/005-06-2020

TFM# 07492-VV

PROJECT # 2021-04-20-03

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AE122

AREA B ENLARGED PLAN &

TOILET ACCESSORIES


Designer

Author

Checker


1ST FLOOR

RENOVATION



04.19.2021

CN 9195

61

0

# PLAN KEY NOTESGENERAL NOTES

A2 GLASS MIRROR WITH FRAME

B3 SEMI-RECESSED PAPER TOWEL DISPENSER OFCI

B4 SEMI-RECESSED TRASH RECEPTACLE

C1 SURFACE MOUNTED SOAP DISPENSER OFCI

D1 ELECTRIC HAND DRYER (SINGLE)

E2 MOP AND BROOM HOLDER

G1 BABY CHANGING STATION

H4 SURFACE / PARTITION MOUNTED TOILET PAPER HOLDER (JUMBO) OFCI

J1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL,

K1 DUAL HEIGHT ELECTRIC WATER COOLER

P1 SURFACE MOUNTED ROBE HOOK (ALSO OCCURS AT OFFICE DOORSSHOWN ON AE121 & AE123)

R1 36" GRAB BAR

R2 42" GRAB BAR

R3 18" VERTICAL GRAB BAR

2606 NEW ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS

2612 EXISTING ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS

2801 EXISTING FIRE ALARM NAC PANEL. SEE FIRE PROTECTIONDWGS. WALL TO BE FURRED OUT AROUND PANEL TO CONCEALCONDUIT.

0601 BUILT-IN CASEWORK

0604 BUILT-IN MAILBOXES, P-LAM ON 3/4" PLYWOOD

0605 CUSTOM WOOD DISPLAY CASE

0607 SHELVING, NIC. PROVIDE BLOCKING

0608 EXISTING WOOD COLUMN, SANDED AND FINISHED

0609 WOOD SLAT WALL TO MATCH ADJ. DISPLAY CASE

0808 FRAMELESS ALUMINUM SLIDING WINDOW

0901 SKIM COAT AND PAINT EXISTING WALL

0921 INSTALL NEW ANTI-SLIP NOSING TAPE ON ALL EXISTINGTREADS FROM BASEMENT LEVEL TO SECOND FLOOR LEVEL: 1"WIDE, FLAT BLACK WITH FINE GRIT.

1004 DOUBLE-TIER PHENOLIC LOCKERS ON 4" BASE

1007 PHENOLIC BENCHES ON METAL LEGS

1101 PRINTER/COPIER, NIC

1102 WALL MOUNTED T.V., OFCI. SEE ELECTRICAL DRAWINGS FORPOWER AND DATA

1104 MOBILE STORAGE RACK, NIC

2102 EXISTING FIRE SPRINKLER RISER

2601 CARDKEY READER, SEE ELECTRICAL DRAWINGS

1/4" = 1'-0"AE122 REF B1 / AE101

B4 ENLARGED FLOOR PLAN - LOBBY

ACCESSORY KEY NOTES AREA A AREA B AREA C

3/8" = 1'-0"AE122 REF B4 / AE122

1 TOILET 115 / 1163/8" = 1'-0"AE122 REF B4 / AE122

2 DRESSING 110 / 111 / 1123/8" = 1'-0"AE122 REF B4 / AE122

4 TOILET 115 / 116 SIM


B

PARTITION TYPES

TYPE SYMBOL TAG DESCRIPTION

S4

S6

3 5/8" STL STUDS WITH 5/8" GWB (EACH SIDE)

6" STL STUDS WITH 5/8" GW B (EACH SIDE)

S

- STL STUD

S3N

S4N

S4NT

S4NT2

S6N

S6N54

S6N60

2 1/2" STL STUDS WITH 5/8" GW B (EACH SIDE) WITH 2 1/2" SOUND ATTENUATION BLANKETS

3 5/8" STL STUDS WITH 5/8" GW B (EACH SIDE) WITH 3 1/2" SOUND ATTENUATION BLANKETS

3 5/8" STL STUDS WITH 5/8" GW B AND BACKERBOARD AND TILE (SIDE 1), 5/8" GWB (SIDE 2) W ITH 3 1/2" SOUND ATTENUATING BLANKETS

3 5/8" STL STUDS WITH 5/8" GW B AND BACKERBOARD AND TILE (EACH SIDE) W ITH 6" SOUND ATTENUATING BLANKETS

6" STL STUDS WITH 5/8" GW B (EACH SIDE) WITH 6" SOUND ATTENUATION BLANKETS

6" STL STUDS WITH (2) LAYERS 5/8" GW B (SIDE 1) AND 1/2" RESILIENT CHANNEL W/ (1) LAYER 5/8" GWB (SIDE 2) W ITH 6" SOUND ATTENUATION BLANKETS: 54 STC RATING

6" STL STUDS WITH (2) LAYERS 5/8" GW B (SIDE 1) AND 1/2" RESILIENT CHANNEL W/ (2) LAYERS 5/8" GWB (SIDE 2) W ITH 6" SOUND ATTENUATION BLANKETS: 60 STC RATING

SN

- STL STUD

- INSULATED

SE

- STL STUD

ENCLOSURE

1 1/2" STL STUDS WITH 5/8" GWB (ONE SIDE)

1 1/2" STL STUDS WITH 5/8" GWB 1/2" BACKER BOARD AND TILE (ONE SIDE)

3 5/8" STL STUDS WITH 5/8" GWB (ONE SIDE)

3 5/8" STL STUDS WITH 5/8" GWB (ONE SIDE) UP TO EXISTING WINDOW SILL

3 5/8" STL STUDS WITH 5/8" GWB1/2" BACKER BOARD AND TILE (ONE SIDE)

6" STL STUDS WITH 5/8" GWB (ONE SIDE)

6" STL STUDS WITH 5/8" GWB1/2" BACKER BOARD AND TILE (ONE SIDE)

SE2

SE2T

SE4

SE4.1

SE4T

SE6

SE6T

GENERAL PARTITION NOTES:

1. ALL INTERIOR W ALLS SHALL BE S6N, UON.

2. REFER TO 'G' SERIES SHEETS FOR ALL UL DESIGNS.

3. METAL STUD GAUGE AND SPACING TO BE DETERMINED BY METAL STUD MANUFACTURER GUIDELINES AND TEST REPORTS IN ORDER TO MEET THE FOLLOWING PERFORMANCE REQUIREMENTS FOR HORIZONTAL DEFLECTION, UON IN THE SPECIFICATIONS.

A. TYPICAL PARTITION STUD GAUGE SHALL BE DESIGNED TO AN L/120 DEFLECTION OR LESS AS REQUIRED BY CODE, UON.

B. ON PARTITION TO RECEIVE TILE, PARTITION STUD GAUGE SHALL BE DESIGNED TO AN L/360 DEFLECTION OR LESS AS RECOMMENDED BY THE TILE COUNCIL OF NORTH AMERICA.

4. PARTITION DIMENSIONING AND PARTITION TYPE DESIGNATIONS ARE INDEPENDENT OF APPLIED FINISHES. REFER TO FINISH SCHEDULE FOR INFORMATION REGARDING APPLIED FINISHES.

5. ALL PARTITIONS TO RUN FROM FINISH FLOOR TO UNDERSIDE OF DECK, UON.

6. PROVIDE W ATER RESISTANT GW B FULL LENGTH OF TOILET / URINAL WALLS AND W ITHIN 2 FEET HORIZONTALLY AND 4 FEET VERTICALLY OF SINKS, LAVATORIES AND JANITORS CLOSETS AND ARE NOT SCHEDULED TO RECEIVE TILE OR SHOW ER / TUB SURROUNDS.

7. ON NON-RATED WALLS SCHEDULED TO RECEIVE TILE OR SHOW ER / TUB SURROUNDS, PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GWB. ON RATED WALLS SCHEDULED TO RECEIVE TILE OR SHOW ER / TUB SURROUNDS, REFER TO PARTITION TYPE AND UL DESIGN.

8. REFER TO LIFE SAFETY PLAN FOR LOCATIONS OF WALLS W ITH HOURLY RATINGS AND LOCATIONS OF SMOKE BARRIER PARTITIONS.

9. INSTALL ALL FIRE RATED WALL ASSEMBLIES IN STRICT ACCORDANCE W ITH APPLICABLE CODES, ORDINANCE, OR LAW S AND UL DESIGN.

10. ALL PENETRATIONS IN RATED WALL ASSEMBLIES SHALL BE BY UL APPROVED FIRE RATED ASSEMBLIES.

11. ALL FIRE RATED AND SMOKE BARRIER PARTITIONS, INCLUDING ALL EXISTING RATED WALLS (W HETHER ANY OTHER WORK IS REQUIRED ON THOSE W ALLS OR NOT), SHALL BE LABELED ABOVE CEILING WITH 2" TALL (MIN) LETTERS AT NOT MORE THAN 8'-0" OC. LABEL MUST DESIGNATE THE TYPE OF BARRIER, THE RATING IN HOURS, AND THE WORDS "PROTECT ALL OPENINGS". AN EXAMPLE LABEL IS AS FOLLOW S: "ONE HOUR RATED FIRE PARTITION, PROTECT ALL OPENINGS". MARK THE W ALL IN EACH SPACE OR ROOM, AND ON OPPOSITE SIDE OF W ALL

12. PROVIDE ABUSE RESISTANT GYP BOARD IN ASSEMBLY LAB 138 AND MACHINE SHOP 140

13. SEE FINISH PLAN AND TOILET ELEVATIONS FOR LOCATION OF TILE FINISH

SRN

- STL STUD

- RATED

- INSULATED

S6R1N6" STL STUDS W ITH 5/8" TYPE X GWB (EACH SIDE) W ITH 6" SAFB. 1 HR RATING, UL DESIGN #U419

S4R1N 3 5/8" STL STUDS W ITH 5/8" TYPE X GWB (EACH SIDE) W ITH 3 1/2" SAFB. 1 HR RATING, UL DESIGN # U419

S6R1N.16" STL STUDS WITH 5/8" TYPE X GW B (1) LAYER (SIDE 1), (2) LAYERS 5/8" TYPE X GW B (SIDE 2) W ITH 6" SAFB. 1 HR RATING, UL DESIGN #U419

S4R2N 3 5/8" STL STUDS WITH (2) LAYERS 5/8" TYPE X GW B (EACH SIDE) W ITH 3 1/2" SAFB. 1 HR RATING, UL DESIGN # U419

VARIES

SEE RCP

MUDDED J BEAD AT GWB TERMINATION

5/8" GW B ON 3 5/8" METAL STUDS @ 16" OC (TYP)

CONT. PIANO HINGE LOCKABLE SECURITY LATCHEXPOSED FLANGE

ACCESS PANEL, REFER TO RCP FOR SIZE, PAINT TO MATCH CEILING COLOR

CONTINUOUS TOP DEEP LEG TRACK

BOTTOM OF EXISTING STRUCTURE

1/2" DEFLECTION SPACE

VARIES

SEE RCP

GWB ON METAL STUDS (REFER TO FLOOR PLAN FOR PARTITION TYPES)

CEILING AS SCHEDULED

SOUND ATTENUATION INSULATION, W.O.

CONT. ACOUSTIC SEALANT, BOTH SIDES

DOUBLE STUDS @ HEADER

HOLLOW METALFRAME

THICKNESS OF WALL + 1"

CAULK EA. SIDE, TYP.

MTL. STUD WALLREFER TO PARTITION TYPES FOR DETAILS

1/2"1/2"

REMOVABLE HM GLAZING STOP

1/2

"

EQ EQ

SCHEDULEDGLAZING

2" 2"

CEILING AS SCHEDULED, ELEVATION VARIES, SEE RCP

BOTTOM OF EXISTING CEILING


REFER TO ADDITIONAL NOTES ON E3/A501

WALL BASE AS SCHEDULED, TYP.

CONTINUOUS ACOUSTICAL SEALANT, BOTH SIDESFLOOR

FASTENERS 2'-0" O.C. MAX

PARTITION TYPE

SEE PLAN

CONTROL JOINT

ABUTTING CONCRETE OR MASONRY

CORNERS

NOTE:CASING MUD BEAD REQUIRED AT ALL EXPOSED CORNERS OR END OF PANELS.

CORNER MUD BEAD

GW B

JOINT COMPOUND

END MUD BEAD

SEALANT

SURFACE OF ANY ABUTTING MATERIAL

JOINT COMPOUNDMETAL EXPANSION JOINT

BACKER

JOINT COMPOUND

TAPE

1/2"

SOUND ATTENUATION BLANKET AT INSULATED PARTITION

SEE PLAN FOR PARTITION TYPE

TOP OF F.E.C.

+ 54" A.F.F.

CONTINUOUS TOP DEEP LEG TRACK

BOTTOM OF STRUCTURE


VARIES

SEE RCP

CEILING AS SCHEDULED

MIN6"

MTL STUD KICKER -ATTACH TO STRUCTURE

MASONRY W ALL, PTD.

J BEAD & CONT. JT. SEALANT

5/8" GW B CLG, PTD., ON SUSPENSION FRAMING SYSTEM TYP.

VARIES

SEE RCP

CORNER BEAD (TYP AT ALL CORNERS)

VARIES, REF. RCP

6" M

IN

SOFFIT UP TO EXPOSED METAL DECK

NOTE: (TYP AT PERIMETER) ALL GWB CEILINGS & SOFFITS

5/8" GW B CEILING, PTD., ON SUSPENSION FRAMING SYSTEM (TYP)

CONTINUOUS JOINT SEALANT

VARIES

SEE RCP

FACE OF PARTITION(REFER TO FLOOR PLAN FOR TYPE)

DEFLECTION CHANNEL SECURED TO PLASTER CEILING. THE CEILING RUNNER IS INSTALLED W ITHIN THE DEFLECTION CHANNEL TO MAINTAIN A 1 INCH GAP BETW EEN THE TOP OF THE CEILING RUNNER AND THE TOP OF THE DEFLECTION CHANNEL. THE CEILING RUNNER IS NOT FASTENED TO THE DEFLECTION CHANNEL.

4 PCF MINERAL W OOL BATT INSULATION COMPRESSED AND FIRMLY PACKED IN TO THE GAP BETW EEN THE TOP OF GWB AND BOTTOM OF FLOOR ON BOTH SIDES OF W ALL AND BE MIN 3/4" THICK.

FIRE BARRIER (UL DESIGN #U419): GWB ON METAL STUDS (REFER TO FLOOR PLAN FOR PARTITION TYPES)

CEILING, W .O., AS SCHEDULED

MIN 1/16" THICKNESS OF FILL MATERIAL SPRAYED ON EACH SIDE OF THE W ALL BETWEEN THE TOP OF GWB AND THE BOTTOM OF FLOOR TO COMPLETELY COVER MINERAL W OOL AND OVERLAP A MIN OF 1/2" ONTO GW B AND CEILING BOTH SIDES OF W ALL.

EXISTING 1-HOUR RATED FLOOR ASSEMBLY PER TABLE 721.1(3) ITEM NUMBER 13-1.2: 1X T&G WOOD FLOORING ON 1" DIAGONAL SUB-FLOORING ON 3"X12" FLOOR JOISTS @ 14" O.C. W ITH METAL LATH AND PLASTER CEILING. CONTRACTOR TO VERIFY PLASTER THICKNESS IS 5/8" MIN. AT STAIR ENCLOSURES.

A

STAIR

ENCLOSURE

SIDE

FIRE BARRIER (UL DESIGN #U419): GWB ON METAL STUDS (REFER TO FLOOR PLAN FOR PARTITION TYPES) ATTACH TO BOTTOM OF EXIST. WOOD FLOOR DECKING. WHERE FIRE BARRIER IS PERPENDICULAR TO JOISTS, INFILL SPACE BETW EEN JOISTS COMPLETELY AND USE FIRE STOP SEALANT AT INTERSECTION BETW EEN FIRE BARRIER AND JOISTS.

REMOVE PLASTER CEILING AS NECESSARY FOR FIRE BARRIER INSTALLATION AND REPLACE W ITH SIMILAR METAL LATH AND PLASTER CONSTRUCTION TO ACHIEVE 1-HOUR RATED FLOOR ASSEMBLY PER 2012 IBC TABLE 721.1(3) ITEM NUMBER 13-1.2. SKIM COAT AND PAINT W HERE EXPOSED IN STAIR

BLOCKING ATTACHED TO NEW FIRE BARRIER FOR SUPPORT OF PLASTER CEILING

FIRE STOP SEALANT, BOTH SIDES OF WALL. DEFLECTION CHANNEL SECURED TO PLASTER CEILING. THE CEILING RUNNER IS INSTALLED W ITHIN THE DEFLECTION CHANNEL TO MAINTAIN A 1 INCH GAP BETW EEN THE TOP OF THE CEILING RUNNER AND THE TOP OF THE DEFLECTION CHANNEL. THE CEILING RUNNER IS NOT FASTENED TO THE DEFLECTION CHANNEL.

4 PCF MINERAL W OOL BATT INSULATION COMPRESSED AND FIRMLY PACKED IN TO THE GAP BETWEEN THE TOP OF GW B AND BOTTOM OF FLOOR ON BOTH SIDES OF W ALL AND BE MIN 1-1/4" THICK.

FIRE BARRIER (UL DESIGN #U419): GWB ON METAL STUDS (REFER TO FLOOR PLAN FOR PARTITION TYPES)

MIN 1/16" THICKNESS OF FILL MATERIAL SPRAYED ON EACH SIDE OF THE W ALL BETWEEN THE TOP OF GW B AND THE BOTTOM OF FLOOR TO COMPLETELY COVER MINERAL W OOL AND OVERLAP A MIN OF 1/2" ONTO GWB AND CEILING BOTH SIDES OF W ALL.

2-HR FIRE BARRIER (UL DESIGN #U419): GWB ON METAL STUDS (REFER TO FLOOR PLAN FOR PARTITION TYPES) ATTACH TO BOTTOM OF EXIST. WOOD FLOOR DECKING. WHERE FIRE BARRIER IS PERPENDICULAR TO JOISTS, INFILL SPACE BETW EEN JOISTS COMPLETELY AND USE FIRE STOP SEALANT AT INTERSECTION BETWEEN FIRE BARRIER AND JOISTS.

REMOVE PLASTER CEILING AS NECESSARY FOR FIRE BARRIER INSTALLATION AND REPLACE W ITH SIMILAR METAL LATH AND PLASTER CONSTRUCTION. SKIM COAT AND PAINT W HERE EXPOSED.

BLOCKING ATTACHED TO NEW FIRE BARRIER FOR SUPPORT OF PLASTER CEILING

FIRE STOP SEALANT, BOTH SIDES OF WALL.

MIN 1/16" THICKNESS OF FILL MATERIAL SPRAYED ON THE W ALL BETWEEN THE TOP OF GW B AND THE BOTTOM OF FLOOR TO COMPLETELY COVER AND OVERLAP A MIN OF 1/2" ONTO CEILING AND WALL.

STAIR

ENCLOSURE

SIDE

A

EXISTING 1-HOUR RATED FLOOR ASSEMBLY PER TABLE 721.1(3) ITEM NUMBER 13-1.2: 1X T&G WOOD FLOORING ON 1" DIAGONAL SUB-FLOORING ON 3"X12" FLOOR JOISTS @ 14" O.C. W ITH METAL LATH AND PLASTER CEILING. CONTRACTOR TO VERIFY PLASTER THICKNESS IS 5/8" MIN. AT STAIR ENCLOSURES.

B

HAD

WIC

KSCOTT ROBE

STA

TEOF TEN

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TERED ARCH

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N O . 6 6 7 6

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423.929.2191

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

PROFESSIONAL SEAL

DESIGNER

REVISIONS


SBC# 369/005-06-2020

TFM# 07492-VV

PROJECT # 2021-04-20-03

C:\R

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AE501

PARTITION TYPES AND

DETAILS


Designer

Author

Checker


1ST FLOOR

RENOVATION



04.19.2021

CN 9195

61

0

PARTITION SCHEDULE

TYPE MARKCMU (M) / CONCRETE (C)

WIDTHMETAL STUD (S) / FURRING

CHANNEL (FC) WIDTHGWB

(LAYERS) / WIDTH / (LOCATION) FIRE RATING UL DESIGN # STC RATED COMMENTS

S4 - 3 5/8" (1) 5/8" (EACH SIDE) - - No -

S4N - 3 5/8" (1) 5/8" (EACH SIDE) - - No

S4NT - 3 5/8" (1) 5/8" (EACH SIDE) & TILE ONE SIDE - - No

S4NT2 - 3 5/8" (1) 5/8" (EACH SIDE) & TILE BOTH SIDES - - No

S4R2N - 3 5/8" (2) 5/8" (EACH SIDE) 2 HR U419 No 3 1/2" SAFB

S6 - 6" (1) 5/8" (EACH SIDE) - - No -

S6N - 6" (1) 5/8" (EACH SIDE) - - No

S6N54 - 6" (1) 5/8" (SIDE 1) & (2) 5/8" (SIDE 2) - - Yes RESILIENT CHANNELS ON CORRIDOR SIDE OF WALL

S6N60 - 6" (2) 5/8" (EACH SIDE) - - Yes RESILIENT CHANNELS ON ASSEMBLY LAB SIDE OF WALL

S6R1N - 6" (1) 5/8" (EACH SIDE) 1 HR U419 No 6" SAFB

SE2 - 1 5/8" (1) 5/8" (ONE SIDE) - - No -

SE2T - 1 5/8" (1) TILE (ONE SIDE) - - No -

SE4 - 3 5/8" TILE (ONE SIDE) - - No -

SE4.1 - 3 5/8" (1) 5/8" (ONE SIDE) - - No UP TO EXSITING WINDOW SILL

SE4T - 3 5/8" TILE ONE SIDE - - No -

SE6 - 6" (1) 5/8" (ONE SIDE) - - No -6" = 1'-0"AE501

E1 DETAIL AT CEILING ACCESS PANEL1 1/2" = 1'-0"AE501

E3 TYPICAL PARTITION WITH GWB

3" = 1'-0"AE501

B3 INT. HM HEADER @ ACT CEILING

1 1/2" = 1'-0"AE501

D3 GWB PARTITION AT FLOOR

3" = 1'-0"AE501

C1 TYP. GWB JOINTS

1 1/2" = 1'-0"AE501

D2 SEMI-RECESSED FEC

1 1/2" = 1'-0"AE501

C3 GYP SOFFIT @ ACT CEILING1 1/2" = 1'-0"AE501

C2 CLG PERIM. @ MASONRY WALL

1 1/2" = 1'-0"AE501

B1 GWB @ EXPOSED CEILING3" = 1'-0"AE501

B2 GWB @ CEILING PERIMETER

1 1/2" = 1'-0"AE501 REF C1 / AE111

A4 1-HR FIRE BARRIER & HORZ. ASSEMBLY @ STAIR #3 ENCLOSURE



1 1/2" = 1'-0"AE501

A1 2-HR FIRE BARRIER @ STAIR #1 ENCLOSURE