RAMEY Specs V5 Attachments.pdf

AGUADILLA,

PUERTO RICO

Solicitation Number

W912HN-22-R-3001

Ramey Unit School Replacement Volume 5 of 5: Specifications Attachments

PN AM00049

May 2022

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps Of Engineers Savannah District

RAMEY UNIT SCHOOL REPLACEMENT 22R3001

AGUADILLA, PUERTO RICO

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 23 00 03/14 BID OPTIONS

01 30 00 09/21 ADMINISTRATIVE PROCEDURES

01 32 01 01/22 PROJECT SCHEDULE

01 33 00 02/22 SUBMITTAL PROCEDURES

01 33 29 02/15 SUSTAINABILITY REPORTING

01 33 29.37 07/14 LEED(TM) DOCUMENTATION

01 35 26 12/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 03/20 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 04 02/22 CONTRACTOR QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 02 02/22 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 02/22 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 01/22 TRAFFIC CONTROL

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 42 91 11/18 REMOVAL AND SALVAGE OF HISTORIC

CONSTRUCTION MATERIALS

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

02 84 33 05/20 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 2: 05/21 CAST-IN-PLACE CONCRETE

03 33 00 11/09 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 52 00 08/11 LIGHTWEIGHT CONCRETE ROOF INSULATION

DI VI SI ON 05 - METALS

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

PROJECT TABLE OF CONTENTS Page 1

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 SOLID PHENOLIC ARCHITECTURAL CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 17 00 02/16 BENTONITE WATERPROOFING

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 33 13 05/09, CHG 2: 11/12 COILING COUNTER DOORS

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 39 54 08/09 BLAST RESISTANT DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 00 05/09, CHG 1: 11/13 SCHEDULES FOR FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 65 66 08/16, CHG 1: 08/18 RESILIENT ATHLETIC FLOORING

09 66 23 08/16, CHG 1: 08/18 RESINOUS MATRIX TERRAZZO FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 72 00 08/17, CHG 1: 08/18 WALLCOVERINGS

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL AND CEILING PANELS

09 90 00 02/21 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE AND GRAPHIC BOARDS

10 21 13 08/20 TOILET COMPARTMENTS

10 21 23.16 04/06 CUBICLE TRACK AND HARDWARE

10 22 39 08/20 FOLDING PANEL PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 26 PLASTIC LOCKERS

PROJECT TABLE OF CONTENTS Page 2

10 56 28 HIGH DENSITY STORAGE

10 71 36 CANOPIES

10 75 00 FLAGPOLES

DI VI SI ON 11 - EQUI PMENT

11 05 40 3/16/2022 COMMON WORK RESULTS FOR FOODSERVICE

EQUIPMENT

11 13 00 LOADING DOCK EQUIPMENT

11 31 13 08/17, CHG 1: 08/18 ELECTRIC KITCHEN EQUIPMENT

11 61 00 STAGE EQUIPMENT

11 66 00 ATHLETIC EQUIPMENT

11 68 13 08/17, CHG 1: 08/18 PLAYGROUND EQUIPMENT

11 68 43 SCOREBOARDS

11 81 29 FACILITY FALL PROTECTION

11 90 00 MISCELLANEOUS EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 61 13 08/20 UPHOLSTERED AUDIENCE SEATING

12 63 33 BLEACHERS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 23 11/11 PRE-FABRICATED GUARD BOOTHS

13 48 73 05/20, CHG 1: 08/20 SEISMIC CONTROL FOR MECHANICAL

EQUIPMENT

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

21 30 01 PACKAGED FIRE PUMP SYSTEM ENCLOSURE

21 41 00 STEEL WATER STORAGE TANKS FOR

FIRE-SUPPRESSION WATER

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19, CHG 1: 02/20 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

PROJECT TABLE OF CONTENTS Page 3

23 11 20 05/20 FACILITY GAS PIPING

23 23 00 10/07 REFRIGERANT PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 5: 11/19 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 05/21 CYBERSECURITY FOR BUILDING MANAGEMENT

SYSTEMS (BMS)

25 05 11.02 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE ALARM AND MASS

NOTIFICATION SYSTEMS

25 05 11.03 05/21 CYBERSECURITY FOR LIGHTING CONTROL

SYSTEM

25 05 11.04 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08, CHG 1: 02/15 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19, CHG 2: 05/21 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15, CHG 1: 08/17 SWITCHBOARDS

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20, CHG: 1 - 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 31 00 05/15 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 1: 05/21 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 23.10 05/11 INTERCOMMUNICATION SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

PROJECT TABLE OF CONTENTS Page 4

31 31 16.13 08/16 CHEMICAL TERMITE CONTROL

31 32 11 08/08 SOIL SURFACE EROSION CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 18 16.13 08/17 PLAYGROUND PROTECTIVE SURFACING

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 19 11/16 DECORATIVE METAL FENCES AND GATES

32 92 19 08/17 SEEDING

32 92 23 04/06 SODDING

32 93 00 08/17 EXTERIOR PLANTS

32 96 00 08/17 TRANSPLANTING EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 12 33.00 30 11/11 WATER METERS

33 16 00 02/18 UNDERGROUND POTABLE WATER STORAGE TANKS

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 71 01 05/19, CHG 1: 11/19 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 02/15, CHG 1: 11/19 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 45 02.00 10 05/21 SUBMERSIBLE WELL PUMPS AND CONTROLS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

PROJECT ATTACHMENTS TABLE OF CONTENTS Page 1

PROJECT ATTACHMENTS TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 45 35 11/20 SPECIAL INSPECTIONS ATTACHEMNT 1-STATEMENT

OF SPECIAL INSPECTIONS

01 45 35 11/20 SPECIAL INSPECTIONS ATTACHMENT 2-SCHEDULE

OF SPECIAL INSPECTIONS

01 91 00 05/19 TOTAL BUILDING COMMISSIONING-COMMISSIONING

PLAN

08 71 00 02/16 DOOR HARDWARE-HARDWARE SETS

Project:

Location:

Project #:

Date:

D

III

No

Ramey Elementary, Middle and High School

USCG Air Station Borinquen, Puerto Rico

W91236-18-D-0010

January 17, 2022

Project Seismic Design Category:

Project Risk Category:

Project Design Wind Speed (mph):

Number of Stories:

Structure Height Above Grade (ft):

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 required (per UFGS 01 45 35, Section 1.3.8)

Contractor to provide prior to construction start

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)

2018 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Special Reinforced Concrete Shear Walls See Plans

See Plans

Horizontal LFRS Elements Notes

Cast in Place Concrete Floor and Roof Diaphragms

Statement of Special Inspections Page 1 of 2

Project:

Location: USCG Air Station Borinquen, Puerto Rico

Project #:

Date:

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

DSS Gas lines and associated fittings, anchorage, & flexible Connections

(2018 IBC 1705.13.3) (ASCE 7-16, 13.2.2, C13.2.2) (UFC 3-301-1, 2-5.3)

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 3-6.2. 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

DSS Emergency or Standby Power System

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

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

DSS Building egress stair systems

DSS Building fire sprinkler systems

Final Walk Down Inspection and Report

(UFC 3 301 01 SECTION 2-5.4)

Designated Seismic Systems shall receive a final walk-down inspection by the Registered Design Professional in

Responsible Charge

Final Walk Down Report, Prepared by the Registered Design Professional in Responsible Charge, Must Include:

1. Record observations of Final Walk Down Inspection

2. Document that Inspections were performed in accordance with the Schedule of Special Inspections

3. Document that all Designated Seismic Systems are installed according to construction/manufacturer document requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 3-6.2, 13.2.2.2).

Statement of Special Inspections Page 2 of 2

1/17/2022

W91236-18-D-0010

Ramey Elementary, Middle and High School

Designated Seismic Systems (DSS)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

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.

The Seismic Design Category for this project is: ☐ A, ☐ B, ☐ C, ☒ D, ☐ E, ☐ F (check appropriate box)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☒

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

2018 IBC 1705.2.1, AISC 360-16: 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

2018 IBC 1705.2.1, AISC 360-16: 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 Packaging

Electrode atmospheric exposure control

10. No welding over cracked tack welds

OBSERVE

11. Environmental conditions OBSERVE Wind speed within limits

Precipitation and temperature

12. Welding Procedures

Specification followed

OBSERVE Settings on welding equipment

Travel speed

Selected welding materials

Shielding gas type/flow rate

Preheat applied

Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH)

Intermix of filler metals avoided

13. Welding techniques OBSERVE Interpass and final cleaning

Each pass within profile limitations

Each pass meets quality requirements

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need not be delayed pending these inspections at contractor’s risk.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: 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 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – BOLTING SECTION

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

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

2018 IBC 1705.2.1, AISC 360-16: 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

2018 IBC 1705.2.1, AISC 360-16: 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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

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

2018 IBC 1705.2.1, AISC 360-16: 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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS) SECTION

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

2018 IBC 1705.2.1, AISC 341-16: Section J6.2

TASK INSPECTION TYPE 1 DESCRIPTION

5. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 100% of CJP groove welds for materials greater than

5/16” thick (8mm).

6. Beam cope and access hole.

OBSERVE At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing

(MT) or dye penetrant testing (DT), when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in. for built-up shapes.

7. K-area NDT (AISC

341)

PERFORM Where welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k-area base metal within 3-inches of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

8. Placement of reinforcing or contouring fillet welds

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL - COMPOSITE CONSTRUCTION 1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE 2018 IBC 1705.2.1, AISC 360-16: Table N6.1, AISC 341-16: 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 not been re-bent in the field

OBSERVE

6. Reinforcing clearances have been provided

OBSERVE

7. Reinforcing steel has been tied and supported as required

OBSERVE

8. Composite member has required size

OBSERVE

STRUCTURAL - STEEL - OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 341-16: 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.

3. Reduced beam sections (RBS) where/if occurs

DOCUMENT Contour and finish

Dimensional tolerances

4. Protected zones DOCUMENT No holes or unapproved attachments made by fabricator or erector

5. H-piles where/if occurs DOCUMENT No holes or unapproved attachments made by the responsible contractor

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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK - PLACEMENT SECTION

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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – WELDING SECTION

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

OBSERVE

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

OBSERVE

4. WPS followed OBSERVE

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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – FASTENING SECTION

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

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - LIGHT GAUGE STEEL FRAMING AND/OR LIGHT GAUGE TRUSSES SECTION

LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.2, 1705.11.2, 1705.11.3, UFC 4 023 03

TASK INSPECTION TYPE1 DESCRIPTION

1. Trusses spanning 60-feet or greater where/if applies

PERFORM Verify that temporary and permanent truss restraint/bracing is installed in accordance with approved truss submittal package.

2. Welded connections

(seismic and/or wind resisting system)

OBSERVE Visually inspect all welds composing part of the main wind or seismic force resisting system, including shearwalls, braces, collectors (drag struts), and hold-downs.

3. Connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all screw attachment, bolting, anchoring and other fastening of components within the main wind or seismic force resisting system, including roof deck, roof framing, exterior wall covering, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs.

4. Cold-formed steel

(progressive collapse resisting system where/if applies)

OBSERVE Verify proper welding operations, screw attachment, bolting, anchoring and other fastening of components within the progressive collapse resisting system, including horizontal tie force elements, vertical tie force elements and bridging elements (UFC 4 023 03).

STRUCTURAL - OPEN-WEB STEEL JOISTS SECTION

OPEN-WEB STEEL JOISTS AND JOIST GIRDERS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.2.3

TASK INSPECTION TYPE 1 DESCRIPTION

1. Installation of open-web steel joists and joist girders

OBSERVE End connections – welded or bolted

Bridging – horizontal and diagonal

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

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - CONCRETE CONSTRUCTION SECTION

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, including prestressing tendons, and verify placement.

OBSERVE 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.

2. Reinforcing bar welding OBSERVE Verify weldability of reinforcing bars other than

ASTM A 706

Inspect single-pass fillet welds, maximum 5/16” in accordance with AWS D1.4

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)

OBSERVE 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 OBSERVE 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 and/or shotcrete 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

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

10. Pre-stressed concrete CONTINUOUS Verify application of prestressing forces and grouting of bonded prestressing tendons.

CONTINUED ON FOLLOWING PAGE

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

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

11. Inspect erection of precast concrete members

OBSERVE

12. 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.

OBSERVE

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

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - MASONRY CONSTRUCTION SECTION (ALL RISK CATEGORIES)

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 OBSERVE

2. Proportions of site-mixed mortar. OBSERVE

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

OBSERVE

4. Prestressing technique OBSERVE

5. Properties of thin bed mortar for AAC masonry OBSERVE

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 OBSERVE

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

OBSERVE

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

OBSERVE

9. Placement of masonry units and mortar joints OBSERVE

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

OBSERVE

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

OBSERVE

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

OBSERVE

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

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - WOOD CONSTRUCTION – SPECIALTY ITEMS SECTION

WOOD CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. High-load diaphragms where applicable

OBSERVE Verify thickness and grade of sheathing, size of framing members at panel edges, nail diameters and length, and the number of fastener lines and that fastener spacing is per approved contract documents.

2. Metal-plate connected wood trusses spanning 60 feet or greater

OBSERVE Verify that the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing are installed in accordance with the approved truss submittal package

STRUCTURAL - WOOD CONSTRUCTION - SEISMIC & WIND SECTION

THIS SECTION IS APPLICABLE IF BOX IS CHECKED: ☐

WOOD CONSTRUCTION SEISMIC AND WIND – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.11 & 1705.12.2

TASK INSPECTION TYPE 1 DESCRIPTION

1. Nailing, bolting, anchoring and other fastening of elements of the main wind/seismic force-resisting system

OBSERVE

(CONTINUOUS FOR

GLUING)

Includes connectors for: shearwall sheathing, roof/floor sheathing, drag struts/collectors (double top plates), braces, hold downs, roof connections to exterior walls.

STRUCTURAL – ISOLATION AND ENERGY DISSIPATION SYSTEMS SECTION

ISOLATION AND ENERGY DISSIPATION SYSTEMS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC TABLE 1705.12.8

TASK INSPECTION TYPE 1 DESCRIPTION

1. Fabrication and installation OBSERVE Verify that fabrication and installation of isolator units and energy dissipation devices conform to manufacturer’s recommendations and approved construction documents

2. Testing of seismic isolation

Systems in seismically isolated structures

Seismic Isolation Systems in seismically isolated structures shall be tested accordance with ASCE 7, Section 17.8

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

GEOTECHNICAL - SOILS INSPECTION SECTION

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.

OBSERVE

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

OBSERVE

3. Perform classification and testing of compacted fill materials

OBSERVE

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

CONTINUOUS

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

OBSERVE 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

GEOTECHNICAL - DRIVEN DEEP FOUNDATION ELEMENTS SECTION

DEEP DRIVEN FOUNDATION CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.7

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 any damage to foundation element

CONTINUOUS

4. Determine capacities of test elements and conduct additional load tests if required.

CONTINUOUS

5. For steel or concrete elements, perform additional special inspections in accordance with the Steel and Concrete sections in this schedule

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

GEOTECHNICAL - HELICAL PILE FOUNDATIONS SECTION

HELICAL PILE FOUNDATIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.9

TASK INSPECTION TYPE 1 DESCRIPTION

1. Record installation equipment used, pile dimensions, tip elevations, final depth, final installation torque and other pertinent installation data as required. The approved geotechnical report and the contract documents shall be used to determine compliance

GEOTECHNICAL - CAST IN PLACE DEEP FOUNDATION ELEMENTS SECTION

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

2018 IBC 1705.8

TASK INSPECTION TYPE 1 DESCRIPTION

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

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 For concrete elements, perform additional special inspections in accordance with the Concrete section in this schedule

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

FIRE PROTECTION - SPRAYED FIRE-RESISTANT MATERIALS SECTION

SPRAYED FIRE RESISTANT MATERIALS (SFRM) – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.14

TASK INSPECTION TYPE 1 DESCRIPTION

1. Substrate condition OBSERVE

Prior to application, confirm that surfaces have been prepared according to the approved fire-resistance design and manufacturer’s instructions.

2. Material thickness OBSERVE Verify SFRM thickness according to 2018 IBC 1705.14.4

3. Material density OBSERVE Verify SFRM density according to 2018 IBC 1705.14.5

4. Bond strength OBSERVE Verify bond strength of cured SFRM according to IBC 1705.14.6

FIRE PROTECTION - MASTIC AND INTUMESCENT COATINGS SECTION

MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.15

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect according to

AWCI 12-B and the contract documents

Inspections shall be performed in accordance with AWCI 12-B, Standard Practice for the Testing and Inspection of Field

Applied Thin Film Intumescent Fire-Resistive Materials.

FIRE PROTECTION – FIRE RESISTANT PENETRATIONS AND JOINTS SECTION

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

2018 IBC 1705.17

TASK INSPECTION TYPE 1 DESCRIPTION

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

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

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

FIRE PROTECTION – SMOKE CONTROL SECTION

SMOKE CONTROL – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.18

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify device locations and perform leakage testing

Perform during erection of ductwork and prior to concealment

2. Pressure difference testing, flow measurements and detection and control verification

Perform prior to occupancy and after sufficient completion

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

ARCHITECTURAL - EXTERIOR INSULATION AND FINISH SYSTEMS SECTION

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.16

TASK INSPECTION TYPE 1 DESCRIPTION

1. Water resistive barrier coating applied over a sheathing substrate.

Verify that water resistive barrier coating complies with

ASTM E 2570.

[NOTE: not applicable to masonry or concrete wall applications. Uncheck this section in those cases]

ARCHITECTURAL – ARCHITECTURAL COMPONENTS

ARCHITECTURAL COMPONENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.12.5, 1705.12.7

TASK INSPECTION TYPE 1 DESCRIPTION

1. Erection and fastening of exterior cladding and interior and exterior veneer.

Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Inspector Note: Inspection not required if height is less than 30 feet or weight is less than 5psf

2. Interior and exterior non-load bearing walls

OBSERVE Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Inspector Note: Inspection not required if interior non-load bearing walls weigh less than 15psf

3. Access floors OBSERVE Verify that anchorage complies with approved construction documents.

4. Storage racks OBSERVE Verify that anchorage complies with approved construction documents. Inspection of post-installed anchors shall comply with approved ICC-ES report.

Inspector Note: Not required for racks less than 8 feet in height

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION

PLUMBING, MECHANICAL AND ELECTRICAL

IBC 1705.12.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Anchorage of electrical equipment for emergency and standby power systems

Check for general conformance

2. Anchorage of all other electrical equipment in Seismic Design Categories E and F only (See first page of this schedule for Seismic Design Category)

OBSERVE Check for general conformance

3. Installation and anchorage of piping designed to carry hazardous materials and their associated mechanical units.

OBSERVE Check for general conformance

4. Installation and anchorage of vibration isolation systems where the construction documents require a nominal clearance of ¼” or less between support framing and restraint.

OBSERVE Check for general conformance

5. Verification of clearance between fire sprinkler piping and surrounding mechanical and electrical equipment, including ductwork, piping and their structural supports.

OBSERVE Check for minimum clearances noted in

ASCE7 13.2.3 or a nominal clearance of not less than 3 inches

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

Ramey Unit School

Replacement

Aguadilla, Puerto Rico

Preliminary

Commissioning Plan

320-C Midland Pkwy

Summerville, SC 29485 www.cemsengineering.com

P 843 875 3637

320-C Midland Parkway Summerville, SC 29485

Table of Contents

I. General Project Information

II. Commissioning Program Overview

III. Goals and Objectives

IV. Commissioned Systems

V. Commissioning Team

VI. Communication Protocol

VII. Meetings

VIII. Commissioning Construction Schedule

IX. Cx Kickoff Meeting

X. Equipment Submittals

XI. Equipment Startup Reports

XII. Control Point-to-Point

XIII. Testing and Balancing

XIV. Pre-Functional Checklists

XV. Functional Performance Tests

XVI. Telecommunications

XVII. Building Envelope Systems

XVIII. Storm Water System

XIX. O&M Manual and As-Built Drawings

XX. Systems Manual

XXI. Training

XXII. Warranty Review

3 | P a g e

I. General Project Information

The Ramey Unit School is located at Aquadilla in Puerto Rico. The building will consist mainly of classrooms, conference rooms, dining facility, gymnasium, stage administrative spaces and support spaces. The school will support 448 full time students for pre-K through 12th grade. It is a two-story building with approximately 124,730 square feet (SF) of useable space. The building will be conditioned using a chilled water system.

II. Commissioning Program Overview

The commissioning process for this project will consist of multiple steps. Developing the

Owner's Project Requirements (OPR) and Basis of Document (BOD). Both of these documents must be developed throughout the pre-design and design phases of the project. OPR will be written first.