W912HV-19-B-0001-Am0002_Revised_Specifications.pdf

FY18 PN87208 Medical Clinic Addition/Alteration, Building 704, Camp Zama, Japan

SECTION 00 10 00, SCHEDULE

SECTION 00 21 00, INSTRUCTION TO BIDDERS

SECTION 00 45 00, REPRESENTATIONS AND CERTIFICATIONS

SECTION 00 70 00, CONDITIONS OF THE CONTRACT

SECTION 00 73 00, SUPPLEMENTARY CONDITIONS

DIVISION 1, General Requirements DIVISIONS 2 thru 33

DRAWINGS

X

JIRO MIYAIRI 046-407-8837

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

12-Oct-2018

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______15 calendar days and complete it w ithin ________450 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________31 Jan 2019 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 046-252-0994 TEL: FAX:

W912HV19B0001 1 OF 2

(Am-0002)

W912HV19B0001

Section 00 70 00

252.231-7000 Supplemental Cost Principles DEC 1991 252.232-7008 Assignment of Claims (Overseas) JUN 1997 252.232-7010 Levies on Contract Payments DEC 2006 252.233-7001 Choice of Law (Overseas) JUN 1997 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.236-7013 Requirement for Competition Opportunity for

American Steel Producers, Fabricators, and Manufacturers

JUN 2013

252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 400 450 calendar days after the date the contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of ¥97,748 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR

EPA-DESIGNATED ITEMS (MAY 2008)

(a) Definitions. As used in this clause--

(Am-0002)

FY18 PN87208 Medical Clinic Addition/Alteration, Bldg 704 15AR0005 Camp Zama, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 35

SPECIAL INSPECTIONS

1.1 REFERENCES

1.2 GENERAL REQUIREMENTS

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

1.3.2 Periodic Special Inspections

1.3.3 Perform

1.3.4 Observe

1.3.5 Special Inspector (SI)

1.3.6 Associate Special Inspector (ASI)

1.3.7 Third Party

1.3.8 Contracting Officer

1.3.9 Contractor's Quality Control (QC) Manager

1.3.10 Designer of Record (DOR)

1.3.11 Statement of Special Inspections (SSI)

1.3.12 Schedule of Special Inspections

1.3.13 Designated Seismic System

1.4 SUBMITTALS

1.5 [Enter Appropriate Subpart Title Here]

-- End of Section Table of Contents --

W912HV-19-B-0001 SECTION 01 45 35 Page 1 Am-0002

SECTION 01 45 35

SPECIAL INSPECTIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015; Errata First Printing) International Building Code

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Special Inspections Requirements on Drawing S-002, and Chapter 17 of ICC IBC. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

Structural observations will be performed by the Government. The Contractor must provide notification to the Contracting Officer 14 days prior to the following points of construction:

a. PHC pile driven allowable bearing capacity checking time.

b. Pile caps and foundation, grade girders/beams, and columns below grade with rebars and form setting times.

c. Platform slab on grade rebars and required forms setting time.

d. Roof slabs, girders/beams, and columns rebars and forms setting time.

e. And other directed/instructed times for certain structural matters/issues from the Contracting Officer.

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC. The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

W912HV-19-B-0001 SECTION 01 45 35 Page 2 Am-0002 j2ee9kdc Line

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

1.3.2 Periodic Special Inspections

Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed.

1.3.3 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.4 Observe

Observe these Special Inspections items on a random daily basis.

Operations need not be delayed pending these inspections.

1.3.5 Special Inspector (SI)

A qualified person retained by the contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.6 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.7 Third Party

A third party inspector must not be company employee of the Contractor or any Sub-Contractor performing the work to be inspected.

1.3.8 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

1.3.9 Contractor's Quality Control (QC) Manager

An individual retained by the prime contractor and qualified in accordance with the Section 01 45 00 USACE QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.10 Designer of Record (DOR)

A registered design professional employed by the Government responsible for the overall design and review of submittal documents prepared by others.

W912HV-19-B-0001 SECTION 01 45 35 Page 3 Am-0002

The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

1.3.11 Statement of Special Inspections (SSI)

A document developed by the DOR identifying the material, systems, components and work required to have Special Inspections.

1.3.12 Schedule of Special Inspections

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspections is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17.

1.3.13 Designated Seismic System

Those nonstructural components that require design in accordance with ASCE 7 Chapter 13 and for which the component importance factor, Ip, is greater than 1.0. This designation applies to systems that are required to be operational following the Design Earthquake for RC I - IV structures.

Designated Seismic Systems will be identified by Owner and will have an Importance Factor Ip=15. and following the MCER for RC V structures. All systems in RC V facilities designated as MC-1 in accordance with UFC 3-310-04 are considered part of the Designated Seismic Systems.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-06 Test Reports

Special Inspections Daily Reports Special Inspections Biweekly Reports

SD-07 Certificates

Fabrication Plant Steel Joist Institute Membership Certificate of Compliance Special Inspector Qualifications; G

SD-11 Closeout Submittals

Comprehensive Final Report of Special Inspections; G

1.5 [Enter Appropriate Subpart Title Here][Enter Appropriate Subpart Title Here][Enter Appropriate Subpart Title Here]SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector .

W912HV-19-B-0001 SECTION 01 45 35 Page 4 Am-0002 j2ee9kdc Line

Certifying Associations

AABC Associated Air Balance Council

ACI American Concrete Institute

AWCI Association of the Wall and Ceiling Industry

AWS American Welding Society

FM Factory Mutual

ICC International Code Council

NDT Nondestructive Testing

NICET National Institute for Certification in Engineering Technologies

PCI Precast/Prestressed Concrete Institute

PTI Post-Tensioning Institute

UL Underwriters Laboratories

Architect under Bldg Std Law of Japan: 1st Class Architect (Kenchikushi) of Registered Architect Under Building Standard Law of Japan

1.5.1 Concrete Construction

1.5.1.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. Building Inspector as 1st Class Architect (Kenchikushi) with 24 years of experience.

1.5.1.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

b. Engineer-In-Training with one year of related experience

1.5.2 Prestressed Concrete Construction

1.5.2.1 Special Inspector

a. ICC Pre-stressed Special Inspector Certificate with one year of related experinec, or

b. PCI Quality Control Technician/Inspector Level II Certificate with one year of related experience

W912HV-19-B-0001 SECTION 01 45 35 Page 5 Am-0002 j2ee9kdc Line

1.5.2.2 Associate Special Inspector

a. PCI Quality Control Technician/Inspector Level I Certificate with one year of related experience

1.5.3 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.3.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate.

1.5.3.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience.

1.5.4 Deep Foundations

1.5.4.1 Special Inspector

a. NICET Soils Technician Level II Certificate in Construction Material Testing, or

b. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate.

1.5.4.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience, or

c. Engineer-In-Training with one year of related experience

1.5.5 Fire-Resistant Penetrations and Joints

1.5.5.1 Special Inspector

a. Passed the UL Firestop Exam with one year of related experience, or

b. Passed the FM Firestop Exam with one year of related experience, or

c. Registered Professional Engineer with related experience

W912HV-19-B-0001 SECTION 01 45 35 Page 6 Am-0002

1.5.5.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the following certifications to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

American Institute of Steel Construction (AISC) Certified Fabrication Plant, Category STD.

Steel Joist Institute Membership

At the completion of fabrication, submit a certificate of compliance, to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance the construction documents.

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Quality Control Manager

a. Supervise all Special Inspectors required by the contract documents and the IBC.

b. Verify the qualifications of all of the Special Inspectors.

c. Verify the qualifications of fabricators.

d. Maintain a 3- ring binder for the Special Inspector's daily and biweekly reports. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the DOR.

e. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

3.1.2 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

c. Submit a copy of the daily reports to the QC Manager.

d. Discrepancies that are observed during Special Inspections must be

W912HV-19-B-0001 SECTION 01 45 35 Page 7 Am-0002 reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

e. Submit a biweekly Special Inspection Report until all inspections are complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and/or discrepancies with the drawings, specifications and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test result including nondestructive testing reports.

f. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Contracting Officer to accept such work.

-- End of Section --

W912HV-19-B-0001 SECTION 01 45 35 Page 8 Am-0002

Project:

Location:

Project #:

Date:

E

II

4.8 No

MEDDAC Addition Horizontal LFRS Elements Notes

Cast-in-Place Concrete Slab Diaphrgam

End Bearing Piles and Pile Caps

MEDDAC Addition Pergola MEDDAC Addition

Following is a listing of critical main wind/seismic force resisting systems for this structure. Carefully inspect these elements as part of the roles and responsiblities of the Special Inspector (reference the Schedule of Special Inspections for inspection checklists).

Lateral Force Resisting System (LFRS)

2015 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Buiding Frame with Special Reinforced Concrete Shear Walls

Intermediate Reinforced Concrete Moment Frame

Hazardous Occupancy or attached to such?

STATEMENT OF SPECIAL INSPECTIONS

Special Inspector of Record (SIOR)

A Special Inspector of Record (SIOR)

SIOR Name (Registered Professional):

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

IS

Group H Occupancies (2015 IBC, Section 415) required (per UFGS 01 45 35, Section 1.3.8)

Contractor to Provide prior to construction start

Contractor to Provide prior to construction start

Contractor to Provide prior to construction start

Contractor to Provide prior to construction start

PN87208 UMC Clinical Addition/Alteration, Bldg 704 Camp Zama, Japan

W912HV-19-B-0001

12/3/2018

Project Seismic Design Category:

Project Risk Category:

Project Design Wind Speed (kph):

Number of Stories:

Structure Height Above Grade (m):

Project:

Location:

Project #:

Date:

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

6.

1.

2.

Fire Pump

3.

Fire Pump Controller

4.

5.

6.

Statement of Special Inspections Page 1 of 2

12/3/2018

W912HV-19-B-0001

Camp Zama, Japan PN87208 UMC Clinical Addition/Alteration, Bldg 704

Designated Seismic Systems (DSS)

(2015 IBC 1705.13.3.4) (ASCE 7-10, 13.2.2, C13.2.2) (UFC 3-310-04, 2-11.2 & 2-13.2.2)

Non-structural 'Designated Seismic Systems' (DSS) must remain operable and contain hazardous substances following a design earthquake. Accordingly, all Designated Seismic Systems must be listed below and must be certified by the manufacturer to remain both operable and/or to contain hazardous substances after a design earthquake per UFC 3-301-01, Section 2-13.2.2. Submit said Certificates of Compliance to the Contracting

Officer for each DSS after they have been reviewed and accepted by the EOR/DOR. Additionally, the below listed Designated Seismic Systems must be carefully inspected by the Special Inspector according to the requirements noted in the Schedule of Special Inspections, Section AA.

ELECTRICAL Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

If additional space is required, append an additional sheet listing the remaining DSS

If additional space is required, append an additional sheet listing the remaining DSS

Electrical distribution system providing power to Fire Pump: enclosed circuit breaker "FP-1" and fire pump contoller

(certificate not required for non-U.S. products)

MECHANICAL/PLUMBING Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

OTHER Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

Fire Pump Panel

Fire Sprinklers

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

SCHEDULE OF SPECIAL INSPECTIONS

Reference UFGS 01 45 35 for all requirements not noted as part of this schedule.

INSPECTION DEFINITIONS:

PERFORM: Perform these tasks for each weld, fastener or bolted connection, and noted verification.

OBSERVE: Observe these items randomly during the course of each work day to insure that applicable requirements are being met. Operations need not be delayed pending these inspections at contractor’s risk.

DOCUMENT: Document, with a report, that the work has been performed in accordance with the contract documents. This is in addition to any other reports required in the Special Inspections guide specification.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

PERIODIC: Periodic monitoring of identified tasks by a special inspector who is intermittently present over the duration of performance of said tasks.

A. STRUCTURAL - STEEL – WELDING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED:

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.4-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify that the welding procedures specification

(WPS) is available

PERFORM

2. Verify manufacturer certifications for welding consumables are available

PERFORM

3. Verify material identification PERFORM Type and grade.

4. Welder Identification

System

PERFORM The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.

5. Fit-up of groove welds

(including joint geometry)

OBSERVE Joint preparation

Dimensions (alignment, root opening, root face, bevel)

Cleanliness (condition of steel surfaces)

Tacking (tack weld quality and location)

Backing type and fit (if applicable)

6. Configuration and finish of access holes

OBSERVE

7. Fit-up of fillet welds OBSERVE Dimensions (alignment, gaps at root)

Cleanliness (condition of steel surfaces)

Tacking (tack weld quality and location)

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

8. Use of qualified welders PERFORM Welding by welders, welding operators, and tack welders who are qualified in conformance with requirements.

9. Control and handling of welding consumables

OBSERVE AND

CONTINUOUS

Packaging

Electrode atmospheric exposure control

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

10. No welding over cracked tack welds

OBSERVE AND

CONTINUOUS

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

11. Environmental conditions OBSERVE AND

CONTINUOUS

Wind speed within limits

Precipitation and temperature

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

Observe for fillet welds not exceeding 8 mm in size

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

Rectangle

Continuous for all other welds and fillet welds 8 mm and larger

12. Welding Procedures

Specification followed

OBSERVE AND

CONTINUOUS

Settings on welding equipment

Travel speed

Selected welding materials

Shielding gas type/flow rate

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

Preheat applied

Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH)

Intermix of filler metals avoided

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

13. Welding techniques OBSERVE AND

CONTINUOUS

Interpass and final cleaning

Each pass within profile limitations

Each pass meets quality requirements

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

Observe for fillet welds not exceeding 8 mm in size

Continuous for all other welds and fillet welds 8 mm and larger

1 See Inspection Definitions on first page of this Schedule of Special Inspections.

STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 2015 1705.2.1, AISC 360-10: Table C-N5.4-3

TASK INSPECTION TYPE 1 DESCRIPTION

14. Welds cleaned OBSERVE

15. Size, length, and location of all welds

PERFORM Size, length, and location of all welds conform to the requirements of the detail drawings.

16. Welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition

Weld/base-metal fusion

Crater cross section

Weld profiles

Weld size

Undercut

Porosity

17. Arc strikes PERFORM

18. k-area PERFORM When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks.

19. Backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

20. Repair activities PERFORM AND

DOCUMENT

21. Document acceptance or rejection of welded joint or member

PERFORM

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

B. STRUCTURAL - STEEL – BOLTING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED:

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacture’s certifications available for fastener materials

PERFORM

2. Fasteners marked in accordance with

ASTM requirements

OBSERVE

3. Proper fasteners selected for joint detail

(grade, type, bolt length if threads are to be excluded from shear plane)

OBSERVE

4. Proper bolting procedure selected for joint detail

OBSERVE

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

OBSERVE

6. Proper storage provided for bolts, nuts, washers, and other fastener components

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-2

TASK INSPECTION TYPE 1 DESCRIPTION

7. Fastener assemblies of suitable condition, placed in all holes and washers (if required) are positioned as required

OBSERVE

8. Joint brought to the snug-tight condition prior to pretensioning operation

OBSERVE

9. Fastener component not turned by the wrench prevented from rotating

OBSERVE

10. Bolts are pretensioned in accordance with

RCSC Specification, progressing systematically from the most rigid point toward the free edges

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-3

TASK INSPECTION TYPE 1 DESCRIPTION

11. Document acceptance or rejection of all bolted connections

DOCUMENT

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

C. STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Section N5.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified nondestructive testing personnel

PERFORM Visual weld inspection and nondestructive testing (NDT) shall be conducted by personnel qualified in accordance with AWS

D1.8 clause 7.2

2. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8mm) thick. Testing rate must be increased to 100% if greater than 5% of welds tested have unacceptable defects.

3. Welded joints subject to fatigue

OBSERVE Dye penetrant testing (DT) and Ultrasonic testing (UT) shall be performed on 100% of welded joints identified on contract drawings as being subject to fatigue.

4. Weld tab removal sites OBSERVE At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

D. STRUCTURAL - STEEL - COMPOSITE CONSTRUCTION 1

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table N6.1, AISC 341-10: Table J9-1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Placement and installation of steel headed stud anchors

PERFORM

2. Material identification of reinforcing steel (Type/Grade)

OBSERVE

3. Determination of carbon equivalent for reinforcing steel other than ASTM A706

OBSERVE

4. Proper reinforcing steel size, spacing, clearances, support, and orientation

OBSERVE

5. Reinforcing steel has been tied and supported as required

OBSERVE

END SECTION

E. STRUCTURAL - STEEL - OTHER INSPECTIONS

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 341-10: Tables J8-1 & J10-1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Anchor rods and other embedments supporting structural steel

PERFORM Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

OBSERVE Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

END SECTION

1 See Concrete Construction Section for all concrete related inspection of composite steel construction.

2 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002) j2ee9kdc Rectangle

F. STRUCTURAL - COLD-FORMED METAL DECK - PLACEMENT SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance of materials

(deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness

PERFORM

2. Document acceptance or rejection of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION DURING DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.2

TASK INSPECTION TYPE 1 DESCRIPTION

3. Verify compliance of deck and all deck accessories installation with construction documents

PERFORM

4. Verify deck materials are represented by the mill certifications that comply with the construction documents

PERFORM

5. Document acceptance or rejection of installation of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.3

TASK INSPECTION TYPE 1 DESCRIPTION

6. Welding procedure specification

(WPS) available

PERFORM

7. Manufactures certifications for welding consumables available

OBSERVE

8. Material identification

(type/grade)

OBSERVE

9. Check welding equipment OBSERVE

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

G. STRUCTURAL - COLD-FORMED METAL DECK – WELDING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

METAL DECK INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.4

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified welders OBSERVE

2. Control and handling of welding consumables

CONTINUOUS

3. Environmental conditions (wind speed, moisture, temperature)

CONTINUOUS

4. WPS followed CONTINUOUS

METAL DECK INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.5

TASK INSPECTION TYPE 1 DESCRIPTION

5. Verify size and location of welds, including support, sidelap, and perimeter welds.

PERFORM

6. Welds meet visual acceptance criteria

PERFORM

7. Verify repair activities PERFORM

8. Document acceptance or rejection of welds

DOCUMENT

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

H. STRUCTURAL - COLD-FORMED METAL DECK – FASTENING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacturer installation instructions available for mechanical fasteners

OBSERVE

2. Proper tools available for fastener installation

OBSERVE

METAL DECK INSPECTION DURING MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.7

TASK INSPECTION TYPE 1 DESCRIPTION

3. Fasteners are positioned as required

OBSERVE

4. Fasteners are installed in accordance with manufacturer's instructions

OBSERVE

METAL DECK INSPECTION AFTER MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.8

TASK INSPECTION TYPE 1 DESCRIPTION

5. Check spacing, type, and installation of support fasteners

PERFORM

6. Check spacing, type, and installation of sidelap fasteners

PERFORM

7. Check spacing, type, and installation of perimeter fasteners

PERFORM

8. Verify repair activities PERFORM

9. Document acceptance or rejection of mechanical fasteners

DOCUMENT

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections.

(Am-0002)

I. STRUCTURAL - CONCRETE CONSTRUCTION SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect reinforcement CONTINUOUS and

PERIODIC

Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and unacceptable rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer’s instructions and/or evaluation report

Perform CONTINUOUS inspection for all beams and columns located along grids A, B, C, D, E, F, G, H, J, 1, 2, 3, 4, 5, 6, 6.5, 7, 8, and 9.1.

Perform PERIODIC inspection for all other concrete.

2. Reinforcing bar welding, including Gas Pressure Welding

CONTINUOUS and

PERIODIC

Verify weldability of reinforcing bars other than

ASTM A 706

Inspect single-pass fillet welds, maximum 8 mm in accordance with AWS D1.4

Perform CONTINUOUS inspection for all beams and columns located along grids A, B, C, D, E, F, G, H, J, 1, 2, 3, 4, 5, 6, 6.5, 7, 8, and 9.1.

Perform PERIODIC inspection for all other concrete.

3. All other welding CONTINUOUS Visually inspect all welds in accordance with AWS D1.4

4. Cast in place anchors and post installed drilled anchors

(downward inclined)

PERIODIC Verify prior to placing concrete that cast in place anchors and post installed drilled anchors have proper embedment, spacing and edge distance.

5. Post-installed adhesive anchors in horizontal or upward inclined orientations

CONTINUOUS AND

DOCUMENT

Inspect as required per approved ICC-ES report

Verify that installer is certified for installation of horizontal and overhead installation applications

Inspect proof loading as required by the contract documents

6. Verify use of required mix design PERIODIC Verify that all mixes used comply with the approved construction documents

7. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

CONTINUOUS At the time fresh concrete is sampled to fabricate specimens for strength test verify these tests are performed by qualified technicians.

8. Inspect concrete placement for proper application techniques

CONTINUOUS Verify proper application techniques are used during concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

9. Verify maintenance of specified curing temperature and technique

PERIODIC Inspect curing, cold weather protection, and hot weather protection procedures.

CONTINUED ON FOLLOWING PAGE

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002) j2ee9kdc Rectangle j2ee9kdc Rectangle j2ee9kdc Rectangle

I. STRUCTURAL - CONCRETE CONSTRUCTION (CONTINUED)

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

10. Inspect erection of precast concrete members

PERIODIC Precast concrete cylinder piles (PHC piles)

11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

PERIODIC

12. Inspect formwork for shape, location and dimensions of the concrete member being formed.

PERIODIC

J. STRUCTURAL - MASONRY CONSTRUCTION SECTION (ALL RISK CATEGORIES)

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE AT START OF CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Compliance with approved submittals prior to start PERIODIC

2. Proportions of site-mixed mortar. PERIODIC

3. Grade and type of reinforcement, anchor bolts, and prestressing tendons and anchorages

PERIODIC

4. Prestressing technique PERIODIC

5. Properties of thin bed mortar for AAC masonry PERIODIC

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE PRIOR TO GROUTING

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

6. Grout space PERIODIC

7. Proportions of site-prepared grout and prestressing grout for bonded tendons

PERIODIC

8. Proportions of site-mixed grout and prestressing grout for bonded tendons

PERIODIC

9. Placement of masonry units and mortar joints PERIODIC

10. Welding of reinforcement CONTINUOUS

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE DURING CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

11. Size and location of structural elements is in compliance

PERIODIC

12. Preparation, construction, and protection of masonry during cold weather (temperature below 40oF (4.4oc) or hot weather (temp above 90oF (32.2oC))

PERIODIC

13. Application and measurement of prestressing force CONTINUOUS

14. Placement of grout and prestressing grout for bonded tendons

CONTINUOUS

15. Placement of AAC masonry units and construction of thin bed mortar joints

CONTINUOUS Continuous for first 5000 square feet only (465 square meters).

16. Observe preparation of grout specimens, mortar specimens, and/or prisms

PERIODIC

17. Type, size and placement of reinforcement, connectors, anchor bolts and prestressing tendons and anchorages, including details of anchorage of masonry to structural members, frames, or other construction

PERIODIC

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

K. GEOTECHNICAL - SOILS INSPECTION SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

SOILS INSPECTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Materials below shallow foundations are adequate to achieve the design bearing capacity.

PERIODIC

2. Excavations are extended to proper depth and have reached proper material

PERIODIC

3. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill

CONTINUOUS

4. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

PERIODIC During fill placement, the special inspector shall verify that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report

END SECTION

L. GEOTECHNICAL - DRIVEN DEEP FOUNDATION ELEMENTS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

DEEP DRIVEN FOUNDATION CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify element materials, sizes and lengths comply with requirements

CONTINUOUS

2. Inspect driving operations and maintain complete and accurate records for each element

CONTINUOUS

3. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achiever design capacity, record tip and butt elevations and document ay damage to foundation element

CONTINUOUS

M. GEOTECHNICAL - CAST IN PLACE DEEP FOUNDATION ELEMENTS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

CAST IN PLACE DEEP FOUNDATION ELEMENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.8

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect drilling operations and maintain complete and accurate records for each element.

CONTINUOUS

2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable and adequate end-bearing strata capacity. Record concrete or grout volumes

CONTINUOUS

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections. (Am-0002)

N. FIRE PROTECTION - SPRAYED FIRE-RESISTANT MATERIALS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

SPRAYED FIRE RESISTANT MATERIALS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.14

TASK INSPECTION TYPE 1 DESCRIPTION

1. Surface condition PERIODIC Prior to application confirm that surface has been prepared per the approved fire-resistance design and manufacturer’s instructions.

2. Application PERIODIC Prior to application confirm that the substrate meets the minimum ambient temperature per the approved fire-resistance design and manufacturer’s instructions.

3. Material thickness PERIODIC Verify that the thickness of the SFRM to structural elements is not less than the thickness require by the fire-resistant design in more that 10 percent of the measurement, but in no case less than minimum allowable thickness required by 1705.14.

4. Material density PERIODIC Verify that the thickness of the SFRM to structural elements is not less than the thickness require by the fire-resistant design in more than 10 percent of the measurement, but in no case less than minimum allowable thickness required by IBC

1705.14.5

5. Bond strength PERIODIC Verify cohesive/adhesive bond strength of the cured SFRM applied to the structural element is not less than 7.18 kPA and according to IBC 1705.14.6

END SECTION

O. FIRE PROTECTION – FIRE RESISTANT PENETRATIONS AND JOINTS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

FIRE RESISTANT PENETRATIONS AND JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.17

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspections of penetration firestop systems conducted in accordance with ASTM E 2174.

PERIODIC

2. Inspections of fire-resistant joint systems conducted in accordance with ASTM E 2393

PERIODIC

P. FIRE PROTECTION – SMOKE CONTROL SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

SMOKE CONTROL – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.17

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify device locations PERIODIC Perform during erection of ductwork and prior to concealment

2. Detection and control verification PERIODIC Perform prior to occupancy and after sufficient completion

Q. ARCHITECTURAL – ARCHITECTURAL COMPONENTS

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

ARCHITECTURAL COMPONENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.12.5, 1705.12.7

TASK INSPECTION TYPE 1 DESCRIPTION

1. Acoustical Ceilings DOCUMENT Document that the ceiling suspension work has been performed in accordance with the specifications and drawings.

2. Traction Elevator Seismic

Switch

PERFORM Perform elevator certification inspection and testing requirements of specifications section 14 21 23, paragraphs 1.4.1 Periodic Elevator Certification

Inspection and Testing, 3.2 Field Quality Control, and

3.3 Acceptance Inspection, Testing and Commissioning.

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections.

(Am-0002) j2ee9kdc Rectangle j2ee9kdc Rectangle

R. PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

PLUMBING, MECHANICAL AND ELECTRICAL - DESIGNATED SEISMIC SYSTEMS

IBC 1705.12.4 and 1705.12.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Designated Seismic Systems equipment verification

OBSERVE Verify model number and serial number are in conformance with project specific seismic qualification (PSSQ)

Verify Tag ID is correct and installed per specifications

2. Designated Seismic Systems equipment

Mounting

OBSERVE Verify that Anchor Base Bolting is installed per PSSQ

Verify that Equipment Bracing is Installed per PSSQ

Verify that Bracing Attachments are installed per PSSQ

Verify installation and anchorage of vibration isolation where the approved construction documents require nominal clearance of 6.4 mm or less between the equipment support frame and restraint.

Verify correct installation of bracing, anchor bolts, resilient vibration isolation devices, and sway braces in accordance with specifications sections 13 48 00.00

10 Seismic Protection for Mechanical

Equipment and 26 05 48.00 10 Seismic

Protection for Electrical Equipment.

3. Designated Seismic Systems utility

Conduit/Piping

OBSERVE Verify that Conduit/Piping is connected to the equipment per PSSQ (flex or rigid)

Verify that Conduit/Piping is seismically supported independently of equipment and in accordance with PSSQ support requirements

4. Designated Seismic Systems clearance OBSERVE Adjacent Equipment – Verify that there is adequate gap to eliminate possibility of pounding

Conduit/Piping - Verify that there is adequate gap to eliminate possibility of pounding

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections.

Periodic

Periodic

Periodic

Periodic

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S. PLUMBING AND MECHANICAL NON-DESIGNATED SEISMIC SYSTEMS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

PLUMBING AND MECHANICAL – NON-DESIGNATED SEISMIC SYSTEMS

TASK INSPECTION TYPE 1 DESCRIPTION

1. Seismic Snubber OBSERVE Verify installation of seismic snubber is in accordance with Section 13 48 00, Paragraph 3.4.2 Multidirectional Seismic

Snubbers.

END SECTION

T. ELECTRICAL NON-DESIGNATED SEISMIC SYSTEMS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

ELECTRICAL – NON-DESIGNATED SEISMIC SYSTEMS

TASK INSPECTION TYPE 1 DESCRIPTION

1. Conduits greater than 64 mm diameter OBSERVE Verify installation is in accordance with the drawings and specifications.

END SECTION

U. FIRE PROTECTION AND DETECTION DESIGNATED SEISMIC SYSTEMS SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

FIRE PROTECTION AND DETECTION - DESIGNATED SEISMIC SYSTEMS

IBC 1705.12.4 and 1705.12.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Fire Pump

2. Fire Pump Controller

3. Fire Pump Panel

4. Fire Sprinklers

OBSERVE Verify installation is in accordance with the drawings and specifications.

END SECTION

1 See Inspection Definitions on first page of this Schedule of Special Inspections.

Periodic

Periodic

Periodic

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

1.4 BACKFLOW PREVENTERS CERTIFICATE

1.4.1 Backflow Tester Certificate

1.4.2 Backflow Prevention Training Certificate

1.5 TYPHOON AND STORM PREPARATIONS

1.5.1 Tropical Cyclone Conditions of Readiness (TCCOR)

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project and Safety Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.2.3 Fencing

2.2.4 Temporary Wiring

2.2.5 Backflow Preventers

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 TEMPORARY BULLETIN BOARD

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Payment for Utility Services

3.3.2 Temporary Connections

3.3.3 Sanitation

3.3.4 Electricity

3.3.5 Telephone

3.3.6 Obstruction Lighting of Cranes

3.3.7 Fire Protection

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

3.4.2 Protection of Traffic

3.4.3 Dust Control

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

3.5.2 Administrative Field Offices

3.5.3 Storage Area

3.5.4 Supplemental Storage Area

3.5.5 Appearance of Trailers

3.5.6 Maintenance of Storage Area

3.5.7 Security Provisions

3.5.8…