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PHOTOGRAPHIC LOG
City Hall
Photo 37: T-131, non-asbestos containing brown painted white caulking around exterior window frames.
Photo 38: T-131, non-asbestos containing brown painted white caulking around door frames.
Photo 39: T-131, non-asbestos containing tan adhesive behind 4” brown vinyl baseboard.
PHOTOGRAPHIC LOG
Asbestos, Lead-Based Paint, PCB’s and Chlordane Pohakuloa Training Area (PTA)
Island of Hawaii, Hawaii
Photo 40: T-131, non-asbestos containing white painted drywall and joint compound walls and ceiling.
Photo 42: T-131A, non-asbestos containing tan painted exterior coating/insulation.
Photo 41: T-131 and T-131A.
City Hall
Photo 43: T-131A, non-asbestos containing brown painted white caulking around exterior window frames.
Photo 44: T-131A, non-asbestos containing brown painted white caulking around door frames.
Photo 45: T-131A, non-asbestos containing tan adhesive behind 4” brown vinyl baseboard.
Photo 46: T-131A, non-asbestos containing drywall and joint compound walls and ceiling.
Photo 47: T-142 and T-142A. Photo 48: T-142, non-asbestos containing beige painted exterior coating/insulation.
PHOTOGRAPHIC LOG
Asbestos, Lead-Based Paint, PCB’s and Chlordane Pohakuloa Training Area (PTA)
Island of Hawaii, Hawaii
City Hall
Photo 49: T-142, non-asbestos containing gray floor coating.
Photo 50: T-142, non-asbestos containing brown adhesive behind 4” brown vinyl baseboard.
Photo 51: T-142, non-asbestos containing drywall and joint compound walls and ceiling.
Photo 52: T-142, non-asbestos containing drywall and joint compound ceiling.
Photo 53: T-142A. Photo 54: T-142A, non-asbestos containing beige painted exterior coating/insulation.
PHOTOGRAPHIC LOG
Asbestos, Lead-Based Paint, PCB’s and Chlordane Pohakuloa Training Area (PTA)
Island of Hawaii, Hawaii
| COVER |
| SET B |
| DIVISION 02 - EXISTING CONDITIONS |
| 02 83 13.00 20 - LEAD IN CONSTRUCTION |
| LEAD IN CONSTRUCTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Action Level |
| 1.2.2 Area Sampling |
| 1.2.3 Competent Person CP |
| 1.2.4 Contaminated Room |
| 1.2.5 Decontamination Facility |
| 1.2.6 High Efficiency Particulate Arrestor HEPA Filter Equipment |
| 1.2.7 Lead |
| 1.2.8 Lead Control Area |
| 1.2.9 Lead Permissible Exposure Limit PEL |
| 1.2.10 Material Containing LeadPaint with Lead MCLPWL |
| 1.2.11 Personal Sampling |
| 1.2.12 Physical Boundary |
| 1.3 DESCRIPTION |
| 1.3.1 Description of Work |
| 1.3.2 Coordination with Other Work |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Qualifications |
| 1.5.1.1 Competent Person CP |
| 1.5.1.2 Training Certification |
| 1.5.1.3 Testing Laboratory |
| 1.5.1.4 Third Party Consultant Qualifications |
| 1.5.2 Requirements |
| 1.5.2.1 Competent Person CP Responsibilities |
| 1.5.2.2 Lead Compliance Plan |
| 1.5.2.3 Occupational and Environmental Assessment Data Report |
| 1.5.2.4 Medical Examinations |
| 1.5.2.5 Training |
| 1.5.2.6 Respiratory Protection Program |
| 1.5.2.7 Hazard Communication Program |
| 1.5.2.8 Lead Waste Management |
| 1.5.2.9 Environmental, Safety and Health Compliance |
1.5.3 Pre-Construction Conference
| 1.6 EQUIPMENT |
| 1.6.1 Respirators |
| 1.6.2 Special Protective Clothing |
| 1.6.3 Rental Equipment Notification |
| 1.6.4 Vacuum Filters |
| 1.6.5 Equipment for Government Personnel |
| 1.7 PROJECT/SITE CONDITIONS |
| 1.7.1 Protection of Existing Work to Remain |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.1.1 Protection |
| 3.1.1.1 Notification |
| 3.1.1.2 Lead Control Area |
| 3.1.1.3 Furnishings |
| 3.1.1.4 Decontamination Facility |
| 3.1.1.5 Eye Wash Station |
| 3.1.1.6 Mechanical Ventilation System |
| 3.1.1.7 Personnel Protection |
| 3.2 ERECTION |
| 3.2.1 Lead Control Area Requirements |
| 3.3 APPLICATION |
| 3.3.1 Lead Work |
| 3.3.2 Paint with Lead or Material Containing Lead Removal |
| 3.3.2.1 Paint with Lead or Material Containing Lead - Indoor Removal |
| 3.3.2.2 Paint with Lead or Material Containing Lead - Outdoor Removal |
3.3.3 Personnel Exiting Procedures
| 3.4 FIELD QUALITY CONTROL |
| 3.4.1 Tests |
| 3.4.1.1 Air and Wipe Sampling |
| 3.4.1.2 Sampling After Removal |
| 3.4.1.3 Testing of Material Containing Lead Residue |
| 3.5 CLEANING AND DISPOSAL |
| 3.5.1 Cleanup |
| 3.5.1.1 Clearance Certification |
| 3.5.2 Disposal |
| 3.5.2.1 Disposal Documentation |
| 3.5.2.2 Payment for Hazardous Waste |
| 02 84 16 - HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY |
| HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 REQUIREMENTS |
| 1.3 DEFINITIONS |
| 1.3.1 Certified Industrial Hygienist CIH |
| 1.3.2 Leak |
| 1.3.3 Lamps |
| 1.3.4 Polychlorinated Biphenyls PCBs |
| 1.3.5 Spill |
| 1.3.6 Universal Waste |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Regulatory Requirements |
| 1.4.2 Training |
| 1.4.3 Regulation Documents |
| 1.5 SUBMITTALS |
| 1.6 ENVIRONMENTAL REQUIREMENTS |
| 1.7 SCHEDULING |
| 1.8 QUALITY ASSURANCE |
| 1.8.1 Qualifications of CIH |
| 1.8.2 PCB and Lamp Removal Work Plan |
| 1.8.3 PCB and Lamp Disposal Plan |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 WORK PROCEDURE |
| 3.1.1 Work Operations |
| 3.2 PCB SPILL CLEANUP REQUIREMENTS |
| 3.2.1 PCB Spills |
| 3.2.2 PCB Spill Control Area |
| 3.2.3 PCB Spill Cleanup |
| 3.2.4 Records and Certification |
| 3.3 REMOVAL |
| 3.3.1 Ballasts |
| 3.3.2 Lighting Lamps |
| 3.4 STORAGE FOR DISPOSAL |
| 3.4.1 Storage Containers for PCBs |
| 3.4.2 Storage Containers for lamps |
| 3.4.3 Labeling of Waste Containers |
| 3.5 DISPOSAL |
| 3.5.1 Identification Number |
| 3.5.2 Transporter Certification |
| 3.5.2.1 Certificate of Disposal and/or Recycling |
| DIVISION 03 - CONCRETE |
| 03 01 30.71 - CONCRETE REHABILITATION |
| CONCRETE REHABILITATION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Epoxy Resin Binder |
| 1.2.2 Epoxy Concrete |
| 1.2.3 Epoxy Mortar |
| 1.2.4 Non-Pressure Epoxy Grout |
| 1.2.5 Pressure Grouting Epoxy |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Design Data |
| 1.4.1.1 Job Mix Formula |
| 1.4.2 Test Reports |
| 1.4.2.1 Epoxy Resin Binder |
| 1.4.2.2 Epoxy Resin Grout |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 WEATHER LIMITATIONS |
| 1.7 TRAFFIC CONTROL |
| 1.8 EQUIPMENT |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Epoxy |
| 2.1.1.1 Epoxy Resin Binder for Concrete and Mortar |
| 2.1.1.2 Non-Pressure Epoxy Grout |
| 2.1.1.3 Crack Sealer for Pressure Grouting |
| 2.1.1.4 Crack Surface Sealer for Pressure Grouting |
2.1.2 Aggregate
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.1.1 Epoxy Concrete |
| 3.1.1.1 Patch Areas |
| 3.1.2 Epoxy Mortar for Cracks and Saw Kerfs |
| 3.1.3 Epoxy Grout for Cracks |
| 3.2 MIXING MATERIALS |
| 3.3 PLACEMENT |
| 3.3.1 Epoxy Concrete |
| 3.3.2 Epoxy Mortar |
| 3.3.3 Non-Pressure Epoxy Grout |
| 3.3.3.1 Cementing Dowels |
| 3.3.3.2 Epoxy Grout for Cracks |
3.3.4 Pressure Grouting of Cracks
| 3.4 CURING |
| 3.5 FIELD QUALITY CONTROL |
| 3.5.1 Sampling |
| 3.5.2 Testing |
| 3.5.3 Inspection |
| 03 30 00 - CAST-IN-PLACE CONCRETE |
| CAST-IN-PLACE CONCRETE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.3 SUBMITTALS |
| 1.4 MODIFICATION OF REFERENCES |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.5.1 Reinforcement |
| 1.6 QUALITY ASSURANCE |
| 1.6.1 Design Data |
| 1.6.1.1 Concrete Mix Design |
| 1.6.2 Shop Drawings |
| 1.6.2.1 Reinforcing Steel |
| 1.6.3 Control Submittals |
| 1.6.3.1 Material Safety Data Sheets |
| 1.6.4 Test Reports |
| 1.6.4.1 Fly Ash |
| 1.6.5 Quality Control Plan |
| 1.6.6 Quality Control Personnel Certifications |
| 1.6.6.1 Quality Manager Qualifications |
| 1.6.6.2 Field Testing Technician and Testing Agency |
| 1.6.7 Laboratory Qualifications for Concrete Qualification Testing |
| 1.6.8 Laboratory Accreditation |
| 1.7 ENVIRONMENTAL REQUIREMENTS |
| 1.8 QUALIFICATIONS FOR WELDING WORK |
| PART 2 PRODUCTS |
| 2.1 MATERIALS FOR FORMS |
| 2.1.1 Wood Forms |
| 2.1.1.1 Concrete Form Plywood Standard Rough |
| 2.1.1.2 Overlaid Concrete Form Plywood Standard Smooth |
| 2.1.2 Carton Forms |
| 2.1.3 Steel Forms |
| 2.2 FORM TIES AND ACCESSORIES |
| 2.3 CONCRETE MIX DESIGN |
| 2.3.1 Contractor-Furnished Mix Design |
| 2.3.1.1 Footings |
| 2.3.1.2 Foundation Walls |
| 2.3.1.3 Slab-on-Grade |
| 2.3.1.4 Concrete Toppings |
| 2.3.1.5 Columns |
| 2.3.1.6 Mix Proportions for Normal Weight Concrete |
| 2.3.1.7 Required Average Strength of Mix Design |
| 2.3.2 Ready-Mix Concrete |
| 2.3.3 Concrete Curing Materials |
| 2.4 MATERIALS |
| 2.4.1 Cementitious Materials |
| 2.4.1.1 Fly Ash |
| 2.4.1.2 Portland Cement |
| 2.4.1.3 Blended Cements |
| 2.4.2 Water |
| 2.4.3 Aggregates |
| 2.4.3.1 AggregatesCombined Aggregate Gradation Floor Slabs Only |
| 2.4.4 Nonshrink Grout |
| 2.4.5 Admixtures |
| 2.4.5.1 High Range Water Reducer HRWR Superplasticizers |
| 2.4.6 Vapor Barrier |
| 2.4.7 Expansion/Contraction Joint Filler |
| 2.4.8 Joint Sealants |
| 2.4.8.1 Horizontal Surfaces, 3 Percent Slope, Maximum |
| 2.5 REINFORCEMENT |
| 2.5.1 Reinforcing Bars |
| 2.5.1.1 Weldable Reinforcing Bars |
| 2.5.2 Wire |
| 2.5.2.1 Welded Wire Reinforcement |
| 2.5.2.2 Steel Wire |
| 2.5.3 Reinforcing Bar Supports |
| 2.5.4 Fiber-Reinforced Concrete |
| 2.6 FLOOR FINISH MATERIALS |
| 2.6.1 Penetrating Liquid Floor Treatment |
| 2.6.2 Abrasive Aggregate for Nonslip Aggregate Finish |
| 2.6.3 Aggregate for Heavy-Duty Wear-Resistant Finish |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 PREPARATION |
| 3.2.1 General |
| 3.2.2 Subgrade Under Foundations and Footings |
| 3.2.3 Subgrade Under Slabs on Ground |
| 3.2.4 Edge Forms and Screed Strips for Slabs |
| 3.2.5 Reinforcement and Other Embedded Items |
| 3.3 FORMS |
| 3.3.1 Coating |
| 3.3.2 Reshoring |
| 3.3.3 Reuse |
| 3.3.4 Forms for Standard Rough Form Finish |
| 3.3.5 Forms for Standard Smooth Form Finish |
| 3.3.6 Form Ties |
| 3.3.7 Tolerances for Form Construction |
| 3.3.8 Removal of Forms and Supports |
| 3.4 PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS |
| 3.4.1 General |
| 3.4.2 Vapor Barrier |
| 3.4.3 Reinforcement Supports |
| 3.4.4 Splicing |
| 3.4.5 Future Bonding |
| 3.4.6 Setting Miscellaneous Material |
| 3.4.7 Fabrication |
| 3.4.8 Placing Reinforcement |
| 3.4.9 Spacing of Reinforcing Bars |
| 3.4.10 Concrete Protection for Reinforcement |
| 3.4.11 Welding |
| 3.5 BATCHING, MEASURING, MIXING, AND TRANSPORTING CONCRETE |
| 3.5.1 Measuring |
| 3.5.2 Mixing |
| 3.5.3 Transporting |
| 3.6 PLACING CONCRETE |
| 3.6.1 Footing Placement |
| 3.6.2 Pumping |
| 3.6.3 Hot Weather |
| 3.6.4 Bonding |
| 3.7 WASTE MANAGEMENT |
| 3.7.1 Mixing Equipment |
| 3.7.2 Reinforcing Steel |
| 3.7.3 Other Waste |
| 3.8 SURFACE FINISHES EXCEPT FLOOR, SLAB, AND PAVEMENT FINISHES |
| 3.8.1 Defects |
| 3.8.2 Not Against Forms Top of Walls |
| 3.8.3 Formed Surfaces |
| 3.8.3.1 Tolerances |
| 3.8.3.2 As-Cast Rough Form |
| 3.8.3.3 Standard Smooth Finish |
3.8.4 Smooth-Rubbed Finish
| 3.9 FLOOR, SLAB, AND PAVEMENT FINISHES AND MISCELLANEOUS CONSTRUCTION |
| 3.9.1 Finish |
| 3.9.1.1 Scratched |
| 3.9.1.2 Floated |
| 3.9.1.3 Steel Troweled |
| 3.9.1.4 Nonslip Finish |
| 3.9.1.5 Pavement |
| 3.9.1.6 Concrete Toppings Placement |
| 3.9.1.7 Penetrating Liquid Floor Treatment |
| 3.9.1.8 Heavy-Duty Wear-Resistant Finish |
| 3.9.2 Concrete Walks |
| 3.9.3 Pits and Trenches |
| 3.9.4 Curbs |
| 3.9.5 Splash Blocks |
| 3.10 JOINTS |
| 3.10.1 Construction Joints |
| 3.10.1.1 Maximum Allowable Construction Joint Spacing |
| 3.10.1.2 Construction Joints for Constructability Purposes |
| 3.10.2 Isolation Joints in Slabs on Ground |
| 3.10.3 Contraction Joints in Slabs on Ground |
| 3.10.4 Sealing Joints in Slabs on Ground |
| 3.11 CONCRETE FLOOR TOPPING |
| 3.11.1 Standard Floor Topping |
| 3.11.2 Heavy-Duty Floor Topping |
| 3.12 CURING AND PROTECTION |
| 3.12.1 Curing Periods |
| 3.12.2 Curing Formed Surfaces |
| 3.12.3 Curing Unformed Surfaces |
| 3.12.4 Temperature of Concrete During Curing |
| 3.12.5 Protection from Mechanical Injury |
| 3.12.6 Protection After Curing |
| 3.13 FIELD QUALITY CONTROL |
| 3.13.1 Sampling |
| 3.13.2 Testing |
| 3.13.2.1 Slump Tests |
| 3.13.2.2 Temperature Tests |
| 3.13.2.3 Compressive Strength Tests |
| 3.13.2.4 Strength of Concrete Structure |
| 3.13.2.5 Non-Conforming Materials |
| 3.13.2.6 Testing Concrete Structure for Strength |
| 3.14 REPAIR, REHABILITATION AND REMOVAL |
| 3.14.1 Repair of Weak Surfaces |
| 3.14.2 Failure of Quality Assurance Test Results |
| DIVISION 04 - MASONRY |
| 04 20 00 - UNIT MASONRY |
| UNIT MASONRY |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 Masonry Mock-Up Panels |
| 1.3.1.1 Mock-Up Panel Location |
| 1.3.1.2 Mock-Up Panel Configuration |
| 1.3.1.3 Mock-Up Panel Composition |
| 1.3.1.4 Mock-Up Panel Construction Method |
| 1.3.1.5 Mock-Up Panel Purpose |
1.3.2 Special Masonry Inspector Qualifications
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.4.1 Masonry Units |
| 1.4.2 Reinforcement, Anchors, and Ties |
| 1.4.3 Cementitious Materials, Sand and Aggregates |
| 1.5 PROJECT/SITE CONDITIONS |
| 1.5.1 Hot Weather Procedures |
| PART 2 PRODUCTS |
| 2.1 SYSTEM DESCRIPTION |
| 2.1.1 Design - Specified Compressive Strength of Masonry |
| 2.1.2 Performance - Verify Masonry Compressive Strength |
| 2.2 MANUFACTURED UNITS |
| 2.2.1 General Requirements |
| 2.2.2 Concrete Units |
| 2.2.2.1 Aggregates |
| 2.2.2.2 Concrete Masonry Units CMU |
| 2.2.2.2.1 Cement |
| 2.2.2.2.2 Size |
| 2.2.2.2.3 Surfaces |
| 2.2.2.2.4 Weather Exposure |
| 2.2.2.2.5 Unit Types |
| 2.2.2.2.6 Jamb Units |
2.2.2.3 Architectural Units
| 2.2.3 Precast Concrete Units |
| 2.2.3.1 General |
| 2.2.3.2 Precast Concrete Sills |
| 2.3 EQUIPMENT |
| 2.3.1 Vibrators |
| 2.3.2 Grout Pumps |
| 2.4 MATERIALS |
| 2.4.1 Mortar Materials |
| 2.4.1.1 Cementitious Materials |
| 2.4.1.2 Hydrated Lime and Alternates |
| 2.4.1.3 Colored Mortar |
| 2.4.1.4 Admixtures for Masonry Mortar |
| 2.4.1.5 Aggregate and Water |
| 2.4.2 Grout and Ready-Mix Grout Materials |
| 2.4.2.1 Cementitious Materials for Grout |
| 2.4.2.2 Admixtures for Grout |
| 2.4.2.3 Aggregate and Water |
| 2.5 MORTAR AND GROUT MIXES |
| 2.5.1 Mortar Mix |
| 2.5.2 Grout and Ready Mix Grout Mix |
| 2.6 ACCESSORIES |
| 2.6.1 Grout Barriers |
| 2.6.2 Bar Positioners |
| 2.6.2.1 Bar Positioners |
2.6.3 Reinforcing Steel Bars
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 PREPARATION |
| 3.2.1 Stains |
| 3.2.2 Loads |
| 3.2.3 Concrete Surfaces |
| 3.2.4 Shelf Angles |
| 3.2.5 Bracing |
| 3.3 ERECTION |
| 3.3.1 General |
| 3.3.1.1 Jointing |
| 3.3.1.1.1 Tooled Joints |
| 3.3.1.1.2 Flush Joints |
| 3.3.1.1.3 Door and Window Frame Joints |
| 3.3.1.1.4 Joint Widths |
| 3.3.1.2 Cutting and Fitting |
| 3.3.1.3 Unfinished Work |
| 3.3.1.4 Decorative Architectural Units |
| 3.3.2 Reinforced, Single Wythe Concrete Masonry Units Walls |
| 3.3.2.1 Concrete Masonry Unit Placement |
| 3.3.2.2 Preparation for Reinforcement |
| 3.3.3 Lintels |
| 3.3.3.1 Masonry Lintels |
| 3.3.3.2 Precast Concrete and Steel Lintels |
3.3.4 Sills and Copings
| 3.4 INSTALLATION |
| 3.4.1 Bar Reinforcement Installation |
| 3.4.1.1 Preparation |
| 3.4.1.2 Positioning Bars |
| 3.4.1.3 Splices of Bar Reinforcement |
| 3.4.2 Placing Grout |
| 3.4.2.1 General |
| 3.4.2.2 Horizontal Grout Barriers |
| 3.4.2.3 Grout Holes and Cleanouts |
| 3.4.2.3.1 Grout Holes |
| 3.4.2.3.2 Cleanouts for Hollow Unit Masonry Construction |
3.4.2.4 Grout Placement
3.4.3 Bond Beams
| 3.5 APPLICATION |
| 3.5.1 Interface with Other Products |
| 3.5.1.1 Built-In Items |
| 3.5.1.2 Door and Window Frame Joints |
| 3.5.1.3 Bearing Plates |
3.5.2 Tolerances
| 3.6 FIELD QUALITY CONTROL |
| 3.6.1 Tests |
| 3.6.1.1 Field Testing of Mortar |
| 3.6.1.2 Field Testing of Grout |
3.6.2 Special Inspection
| 3.7 POINTING AND CLEANING |
| 3.7.1 Dry-Brushing Concrete Masonry |
3.8 PROTECTION